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HomeMy WebLinkAboutContract 60195Date Received: 10/04/23 Time Received: 10:19 am Permit No.: SWFMA-23-0042 City Secretary No.: 60195 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 4th day of October 2023 , by and between Hunter Crossroads, LP, a Texas limited liability partnership, 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 M.E.P. & P.R.R. CO. Survey, Abstract No. 1131, Tarrant County, Texas according to the deed recorded in Document No. D207294400, 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 Lowe's of Haslet, 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 Stormwater Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on -site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit "B", and the current standards (as of the date hereto) in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. Following construction of the Facility, the Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 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 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 2 PL 3938598.1 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. The City shall make commercially reasonable efforts to provide notice to the Landowner prior to entry. The City shall further make reasonable efforts during entry onto the Property to minimize impact to the operations on the Property during the period of entry. During entry onto the Property, the City shall not materially disrupt access between the Property and the public right of way. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein and such failure continues for 30 days after written notice from the City to Landowner of such failure (notwithstanding the foregoing, if the failure is not reasonably able to be cured within such period, such longer period of time so long as Landowner in good faith commences to cure within such thirty (30) day period and thereafter diligently prosecutes the cure to completion), 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. In the event of any emergency, there will be no such notice requirement and the City will have the right to enter upon the Facility Property immediately to take whatever steps necessary to correct deficiencies. 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, STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 3 PL 3938598.1 and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt of documentation 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, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. THE FOREGOING INDEMNITY SHALL NOT APPLY TO THE EXTENT SUCH INJURIES, DEATH OR DAMAGES ARE CAUSED, IN WHOLE OR IN PART, BY THE ALLEGED GROSS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 4 PL 3938598.1 NEGLIGENCE OR INTENTONAL ACTS OF THE CITY, ITS OFFICERS, SERVANTS, OR EMPLOYEES. 7. Landowner covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owner's association. [THE REMAINDER OF THIS PAGE TO BE LEFT BLANK] STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 5 PL 3938598.1 Executed this 4th day of October CITY OF FORT WORTH Dana aha(o f Dana Burghdoff (Sep 2023 22:1 CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Sep 28, 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Sep 28, 2023 .o�ovvnp � a b ATTEST: 01- pv8 9 d =d as r,txtt 4p bnpaaaa Jannette S. Goodall City Secretary Date: Oct 2, 2023 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 20 23 LANDOWNER Hun r Crossroads, L By/Sc Rohrman v itl Manager o the General Partner 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. Rebecca Diane Owen (Sep 28 2023 11:38 CDT) Rebecca Owen Planning Manager Date: Sep 28, 2023 PL 3938591 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on _ September 28, 2023 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. KATHLEEN BRADFORD Notary Public STATE OF TEXAS Notary I.D. 12197197 My Comm. Exp. Apr. 12, 2027 LANDOWNER STATE OF TEXAS COUNTY OF DALLAS Kathleen/ 13ra;dfbrd' Notary Public, State of Texas BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas , on this day personally appeared Scott Fbhrma n (name), Manager of the General Partner (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 Hunter Crossroads, LP (entity), a Texas limited partnership (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this of September , 2023 • J Notary Pub�tate of Texas ��1V P /// GRAYSON MCCARTER GRAHAM ° Notary Public, State of Texas 1.'rF •'.0% Comm. Expires 01-13-2024 /n,°���` Notary ID 132310845 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN day PL 393859E OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 8 PL 3938598.1 0 0 cry X En LE V) to L x wl .c 0 0 Li z cr 0 -0 To -o 0 N r7 0 0 0 E 0 0 m 0 ai E 0 z cr 0 0 75 150 300 SCALE: 1"=150' LOT 14, BLOCK 1 VISTA CROSSROADS ADDITION DOC. NO. D220024731 / LOOT 12 \ LOCK MDSTQ DDOO. GAO. P.O.C. N 021611Z 361 S24'15' 47"E 107.63' +o9 L18 \ 135 33' L17 (o J BASIS OF BEARINGS' P.O.B. 1.413 ACRES (61,565 SQ. FT.) L1 COORDINATES AND BEARINGS ARE BASED UPON THE TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE (NAD 83), UTIUZING THE ALTERRA CENTRAL RTKNET VIRTUAL REFERENCE NETWORK. 1 L15 C L14 CP N14* N15'01'45"E 79.56'/ L4 i S2816'17"W_ . 7 79.27' J 3. C2 3 A1+ 390 S14.�w HUNTER CROSSROADS, LP 32.334 ACRES (CALLED TRACT II) DOC. NO. D207294400 N. L13 LEGEND • = FOUND 1/2-INCH IRON ROD = FOUND CUT "X" P.O.C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING CHORD C1 28'28'48" 62.50' 31.07' N40'52'55"W 30.75' C2 40'12'27" 47.50' 33.33' N35'01'05"W 32.65' C3 44'13'49" 62.43' 48.19' N11'12'23"E 47.00' C4 52'06'35" 78.00' 70.94' S11'08'26"W 68.52' C5 89'47'57" 33.00' 51.72' S82'05'42"W 46.59' C6 58'06'20" 33.00' 33.47' N23'57'09"W 32.05' ©2023 MANHARD CONSULTING, ALL RIGHTS RESERVED z LOT 1 BLOCK 3 G^QDDD1FDOD1 DOC. G�On 6\ LINE TABLE LINE BEARING LENGTH L1 S14'54'51"E 19.94' L2 N42'19'07"E 44.10' L3 N14'54'51"W 95.27' L4 N75'05'09"E 50.19' L5 S54'06'47"E 39.36' L6 S14'54'51"E 16.35' L7 N56'42'19"W 22.24' L8 S4219'07"W 42.03' L9 S14'54'51"E 119.89' L10 S37'11'44'W 7.06' L11 S52'56'48"E 51.52' L12 S37'15'59"W 47.47' L13 N17'02'37"E 37.16' L14 N52'47'36"W 38.65' L15 S37'11'44"W 9.38' L16 N05'06'01 "E 81.98' L17 S84'53'59"E 18.10' L18 N05'06'01 "E 21.58' N N Manhard.. CONSULTING 6448 E Highway 290, Ste. B-105 , Austin, TX 78723 ph:512.244.3395 manhard.com Civil Engineers 1 Surveyors 1 Water Resource Engineers 1 Water & Waste Water Engineers Construction Managers 1 Environmental Scientists 1 Landscape Architects 1 Planners Texas Board of Professional Engineers & Land Surveyors Reg. No. F-10194754 (Surv), F-21732 (Eng) 1.413 ACRES - M.E.P. & P.R.R. CO. SURV., A-1131 2671 AVONDALE-HASLET RD., HASLET, TARRANT COUNTY, TX 76052 EASEMENT EXHIBIT DATE: 07/13/23 DRAWN BY: PWP SCALE: 1'-150' CODE: 2023.105 Manhard.. CONSULTING 1.413 ACRES M.E.P. & P.R.R. CO. SURV., A-1131 HASLET, TARRANT COUNTY, TX DESCRIPTION FILE NO:2023.105 PROJECT: 617.019003(EX1) DATE: 07/13/2023 1.413 ACRES OUT OF THE M.E.P. & P.R.R. CO. SURVEY, ABSTRACT NO. 1131 IN TARRANT COUNTY, TEXAS, BEING A PORTION OF THAT CERTAIN 32.334 ACRE TRACT OF LAND (CALLED TRACT II) CONVEYED TO HUNTER CROSSROADS, LP, BY DEED OF RECORD IN DOCUMENT NO. D207294400 OF THE OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS, ALSO BEING A PORTION OF LOT 14, BLOCK 1, VISTA CROSSROADS ADDITION, A SUBDIVISION OF RECORD IN DOCUMENT NO. D220024731 OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS; SAID 1.413 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING, for reference, at a cut "X" found along a curve in the east line of Lot 12, Block 1, Vista Crossroads Addition, a subdivision of record in Document No. D216114341, of said Plat Records, being the southwest corner of said Lot 14; THENCE, S24°15'47"E, over and across said 32.334 acre tract, a distance of 107.63 feet to a calculated point, for the POINT OF BEGINNING and northwesterly corner hereof; THENCE, continuing over and across said 32.334 acre tract and said Lot 14, the following six (6) courses and distances: 1. N75°05'09"E, a distance of 135.33 feet to a calculated point, for an angle point; 2. S14°54'S1"E, a distance of 19.94 feet to a calculated point, for an angle point; 3. N74°40'23"E, a distance of 393.11 feet to a calculated point, for an angle point; 4. N42°19'07"E, a distance of 44.10 feet to a calculated point at the beginning of a non -tangent curve to the left; 5. Along said curve, having a radius of 62.50 feet, a central angle of 28°28'48", an arc length of 31.07 feet, and a chord which bears N40°52'55"W, a distance of 30.75 feet to the point of reverse curvature of a curve to the right; 6. Along said curve, having a radius of 47.50 feet, a central angle of 40°12'27", an arc length of 33.33 feet, and a chord which bears N35°01'05"W, a distance of 32.65 feet to a calculated point at the end of said curve; THENCE, N14°54'51"W, continuing over and across said 32.334 acre tract, in part over and across said Lot 14, a distance of 95.27 feet to a calculated point, for an angle point, from which a 1/2-inch iron rod found at an angle point in the south line of said Lot 14 bears S28°16'17"W, a distance of 79.27 feet; 2023-07-14 - P:\Crichton Temp\ABRAM DASHNER RPLS\METES AND BOUNDS\2023\2023.105.docx Sheet 1 of 3 Texas Board of Professional Engineers and Land Surveyors • Registration No. 10194754 Manhard Consulting • 6448 E. Hwy. 290, Suite B-105 • Austin, TX 78723 • 512.244.3395 • manhard.com COLORADO I ILLINOIS I NEVADA I TEXAS I WISCONSIN Manhard CO N S U LT I N G THENCE, N75°05'09"E, continuing over and across said Lot 14, in part over and across said 32.334 acre tract, a distance of 50.19 feet to a calculated point, for the northeasterly corner hereof, from which a 1/2- inch iron rod found at an angle point in the east line of said Lot 14 bears N15°01'45"E, a distance of 79.56 feet; THENCE, continuing over and across said 32.334 acre tract, the following twenty-two (22) courses and distances: 1. S54°06'47"E, a distance of 39.36 feet to a calculated point, for an angle point; 2. S14°54'51"E, a distance of 16.35 feet to a calculated point, for an angle point; 3. S50°43'17"E, a distance of 109.61 feet to a calculated point, for an angle point; 4. S36°55'00"W, a distance of 151.66 feet to a calculated point, for the southeasterly corner hereof; 5. N56°42'19"W, a distance of 22.24 feet to a calculated point at the beginning of a non -tangent curve to the left; 6. Along said curve, having a radius of 62.43 feet, a central angle of 44°13'49", an arc length of 48.19 feet, and a chord which bears N11°12'23"E, a distance of 47.00 feet to a calculated point at the end of said curve; 7. S42°19'07"W, a distance of 42.03 feet to a calculated point, for an angle point; 8. S74°40'23"W, a distance of 396.00 feet to a calculated point, for an angle point; 9. 514°54'51"E, a distance of 119.89 feet to a calculated point at the point of curvature of a curve to the right; 10. Along said curve, having a radius of 78.00 feet, a central angle of 52°06'35", an arc length of 70.94 feet, and a chord which bears S11°08'26"W, a distance of 68.52 feet to a calculated point at the point of tangency of said curve; 11. S37°11'44"W, a distance of 7.06 feet to a calculated point, for an angle point; 12. 552°56'48"E, a distance of 51.52 feet to a calculated point, for an angle point; 13. S37°15'59"W, a distance of 47.47 feet to a calculated point, for the southeasterly corner hereof; 14. N17°02'37"E, a distance of 37.16 feet to a calculated point, for an angle point; 15. N52°47'36"W, a distance of 38.65 feet to a calculated point, for an angle point; 16. S37°11'44"W, a distance of 9.38 feet to a calculated point at the point of curvature of a curve to the right; 2023-07-14 - P:\Crichton Temp\ABRAM DASHNER RPLS\METES AND BOUNDS\2023\2023.105.docx Sheet 2 of 3 Texas Board of Professional Engineers and Land Surveyors • Registration No. 10194754 Manhard Consulting • 6448 E. Hwy. 290, Suite B-105 • Austin, TX 78723 • 512.244.3395 • manhard.com COLORADO I ILLINOIS I NEVADA I TEXAS I VVISCONSIN Manhard. CONSULTING 17. Along said curve, having a radius of 33.00 feet, a central angle of 89°47'57", an arc length of 51.72 feet, and a chord which bears S82°05'42"W, a distance of 46.59 feet to a calculated point at the point of tangency of said curve; 18. N53°00'19"W, a distance of 135.54 feet to a calculated point at the point of curvature of a curve to the right; 19. Along said curve, having a radius of 33.00 feet, a central angle of 58°06'20", an arc length of 33.47 feet, and a chord which bears N23°57'09"W, a distance of 32.05 feet to a calculated point at the point of tangency of said curve; 20. N05°06'01"E, a distance of 81.98 feet to a calculated point, for an angle point; 21. S84°53'59"E, a distance of 18.10 feet to a calculated point, for an angle point; 22. N05°06'01"E, a distance of 21.58 feet to the POINT OF BEGINNING, containing 1.413 acres (61,565 square feet) of land. BEARING BASIS: TEXAS COORDINATE SYSTEM, NAD 83 (2011), NORTH CENTRAL ZONE, UTILIZING THE ALTERRA CENTRAL RTKNET VIRTUAL REFERENCE NETWORK. I HEREBY CERTIFY THAT THE ABOVE DESCRIPTION WAS PREPARED BASED UPON A FIELD SURVEY PERFORMED UNDER MY SUPERVISION DURING THE MONTH OF OCTOBER, 2022, AND IS TRUE AND CORRECT TO THE BEST OF MY ABILITIES. ABRAM C. DASHNER TEXAS RPLS 5901 MANHARD CONSULTING TBPLS FIRM NO. 10194754 2023-07-14 - P:\Crichton Temp\ABRAM DASHNER RPLS\METES AND BOUNDS\2023\2023.105.docx Sheet 3 of 3 Texas Board of Professional Engineers and Land Surveyors • Registration No. 10194754 Manhard Consulting • 6448 E. Hwy. 290, Suite B-105 • Austin, TX 78723 • 512.244.3395 • manhard.com COLORADO I ILLINOIS ( NEVADA I TEXAS I WISCONSIN E In -o Q u) 0 0 0 0 0 -o 0 N CO 0 O 0 0 E 3 0 -o L 0 0 N 0 E 0 z a co O (o LOOT 12 BLOOM 1 WOSTA CROSSROADS ADD S ADDFOOM DOC. HOa DD218 11436 1 HUNTER CROSSROADS, LP 32.334 ACRES (CALLED TRACT II) DOC. NO. D207294400 POINT OF COMMENCEMENT N LINE TABLE LINE BEARING LENGTH L1 S53'04'10"E 18.22' L2 S36'55'50"W 26.50' BASIS OF BEARINGS COORDINATES AND BEARINGS ARE BASED UPON THE TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE (NAD 83), UTILIZING THE ALTERRA CENTRAL RTKNET VIRTUAL REFERENCE NETWORK. ©2023 MANHARD CONSULTING, ALL RIGHTS RESERVED S9 F A9 (9S POINT OF BEGINNING \ 0 30 60 120 SCALE: 1"=60' \ • t(V •mowco ) ,• A0 3,402 SQ. FT. (0.078 ACRE) LEGEND N \ • = FOUND 1/2—INCH IRON ROD A = FOUND NAIL ® = FOUND CUT "X" = CALCULATED POINT N 1'Manhard CONSULTING 6448 E Highway 290, Ste. B-105 , Austin, TX 78723 ph:512.244.3395 manhard.com Civil Engineers I Surveyors I Water Resource Engineers I Water & Waste Water Engineers Construction Managers I Environmental Scientists I Landscape Architects I Planners Texas Board of Professional Engineers & Land Surveyors Reg. No. F-10194754 (Surv), F-21732 (Eng) 3,402 SQ. FT. - M.E.P. & P.R.R. CO. SURV., A-1131 2671 AVONDALE-HASLET RD., HASLET, TARRANT COUNTY, TX 76052 EASEMENT EXHIBIT DATE: 06/23/23 DRAWN BY: PWP SCALE: CODE: 2023.106 EXHIBIT A2 Manhard. CONSULTING 3,402 SQ. FT. M.E.P. & P.R.R. CO. SURV., A-1131 HASLET, TARRANT COUNTY, TX DESCRIPTION FILE NO:2023.106 PROJECT: 617.019003 (EX2 ) DATE: 06/23/2023 3,402 SQUARE FEET OUT OF THE M.E.P. & P.R.R. CO. SURVEY, ABSTRACT NO. 1131 IN TARRANT COUNTY, TEXAS, BEING A PORTION OF THAT CERTAIN 32.334 ACRE TRACT OF LAND (CALLED TRACT II) CONVEYED TO HUNTER CROSSROADS, LP, BY DEED OF RECORD IN DOCUMENT NO. D207294400 OF THE OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS; SAID 3,402 SQUARE FEET BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING, for reference, at a cut "X" found at an angle point in the east line of Lot 12, Block 1, Vista Crossroads Addition, a subdivision of record in Document No. D216114341, of said Plat Records, being an angle point in the west line of said 32.334 acre tract; THENCE, S36°55'43"W, along the east line of said Lot 12, being the west linen of said 32.334 acre tract, a distance of 43.61 feet to a calculated point in the northeast right-of-way line of US Highway 81 (r.o.w. varies), being the most southerly corner of said Lot 12, also being an angle point in the west line of said 32.334 acre tract; THENCE, S53°04'59"E, along said northeast right-of-way line, being the west line of said 32.334 acre tract, a distance of 249.65 feet to a calculated point, for the POINT OF BEGINNING and most westerly corner hereof; THENCE, leaving said northeast right-of-way line, over and across said 32.334 acre tract, the following four (4) courses and distances: 1. N37°15'59"E, a distance of 128.98 feet to a calculated point, for the most northerly corner hereof, from which a mag nail found at the point of curvature of a curve to the left in the east line of said Lot 12 bears N40°45'56"W, a distance of 359.33 feet; 2. S17°06'42"W, a distance of 108.93 feet to a calculated point, for an angle point; 3. S53°04'10"E, a distance of 18.22 feet to a calculated point, for the most easterly corner hereof; 4. S36°55'50"W, a distance of 26.50 feet to a calculated point in said northeast right-of-way line, for the most southerly corner hereof; 2023-06-26 - P:\Crichton Temp\ABRAM DASHNER RPLS\METES AND BOUNDS\2023\2023.106.docx Sheet 1 of 2 Texas Board of Professional Engineers and Land Surveyors • Registration No. 10194754 Manhard Consulting • 6448 E. Hwy. 290, Suite 8-105 • Austin, TX 78723 • 512.244.3395 • manhard.com COLORADO I ILLINOIS I NEVADA i TEXAS WISCONSIN Manhard. CONSULTINC THENCE, N53°04'10"W, along said northeast right-of-way line, being the west line of said 32.334 acre tract, a distance of 55.90 feet to the POINT OF BEGINNING, containing 3,402 square feet (0.078 acre) of land. BEARING BASIS: TEXAS COORDINATE SYSTEM, NAD 83 (2011), NORTH CENTRAL ZONE, UTILIZING THE ALTERRA CENTRAL RTKNET VIRTUAL REFERENCE NETWORK. I HEREBY CERTIFY THAT THE ABOVE DESCRIPTION WAS PREPARED BASED UPON A FIELD SURVEY PERFORMED UNDER MY SUPERVISION DURING THE MONTH OF OCTOBER, 2022, AND IS TRUE AND CORRECT TO THE BEST OF MY ABILITIES. AB}TAM C. DASHNER TEXAS RPLS 5901 MANHARD CONSULTING TBPLS FIRM NO. 10194754 2023-06-26 - P:\Crichton Temp\ABRAM DASHNER RPLS\METES AND BOUNDS\2023\2023.106.docx Sheet 2 of 2 Texas Board of Professional Engineers and Land Surveyors • Registration No. 10194754 Manhard Consulting • 6448 E. Hwy. 290, Suite B-105 • Austin, TX 78723 • 512.244.3395 • manhard.com COLORADO I ILLINOIS I NEVADA I TEXAS I WISCONSIN EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 9 PL 3938598.1 o o o & 6 Q 6l i 6E1 I iiintolad6'i !! 9• e# a! € 9 t.• U a• Win e e e a e. 1 e.® 1 o B e la! lit!! d .. sy S 9 ... 5 e p.•%% 5 5 5 5 5% 1 99991194 N 8E% 9.9e enc. 14 @66c6i6i6 1110116&6F56 ffot ittt-,•4",\.."—Vi O LI • g IGRADNG PLAN LOWES OF' GIT F l'olunnamm ECKEoev e*s • 41010 Ala�0Mr j. ,,,,,Y:,.,,,,,,,,.:,, ..:::�,:�4.42" ,,,,,,, :V,,,,,, `II' �.fee.a....M,... 1 \mow. 1 l/�i Mil l• • igEB�p p\ \ ' :NSW[[ a \\` e \ ;^ �, ye" • €•� r 1.0; q IN iig i di 11 a 3i II N 3 411 �� loi I g� 4 $ e� _ 11 q ill LI a E iqaa hi! `a• S 114 g E � �i• ��� � �j'�� �• ��p ! iiii1 iGl i q51 aqpF go Q9$11 SFl. ag �g .l �• t lg'g•q bL �� 4p i i :0 AgTT i i X! a �a ai! 94 IA p ai 10 gg i MI aa, , 5 $lpq i iiR li 5 ale go Al, AA l3 ip v �� !> € � 9" g t aB •� _ jq�F6 � � gi a 4 OR g" gill -la i 1 11 1 1 ! le of ig III a eg A 4g 2ii elq I_`ag FKEELAun crd KAIFFMAN, NC. E,k, • Liaw'e'a Amaree Greenville �aBoer CarolinaCarolinasgboq 1B64)64) 239.5497 a It / 55 • F. o< RDCn Z � sRf/1 1 0 ig oN IaI I 1 Isl 1 1 1 & I 1 1 1 Ig1 1 1 1 IgI 1 1 1 18 914 13 il 6) cur CO &HP�..`i_ _ t.r a' _ _ Waal 1. 11 6�q q[�CI iV'n !l q1 5� ag — -- — . paviue wem _Itl Mal Sew' S,9a A,.., wanyalav_ tl1ne�!LM1� - 11 1 1 1 1 &1 I I I I 1 1 1 RI 1 I 1 RI' STORM DRAN FUN AND PROFILE LOWES OF' HASLET, TX CITY CF FORT W017II4 MEXAS !BRAWN BY: ac CHECNEBBY: Big ion • F .AID KAUTMAN, NC 209 Met Slone Avenue Greenville. south Cadlon 29609 (864) 233.9497 7o IA a�cn D0 16 0 S go gl gP I"III11`I111 IIII BIIII�III g111 d111 8 Q� Y STORM DRAN PROFLES LOWES OF1 HASLET, TX CRY fF FORT WORIF{ TM loanwxov:N( ICNECKEO BY: us 11111 1IIIIIII 1111111111h111 F K I Y MMUS. RA RR muc ue • A„ �� it I 0.W.A9 MI LII pith OE re p` &R Iu I/1111 JIII�IIII�IIII�III III ®I I Ig I I ICI I I I I hI I I I8 I � granerarr 9p QR IIII l69 6wT I i 1 R g19 _ _ g a0 �-'-- I-i�r A 1R Bia Nl. I WY rN.War 1&d9f 361L9 I - - _ ...B6l, Pimer, t /iiI!�R ( NNW IN 0 OP I , e„b 64603 I I 00000!. •9c gR 1111 1111 1111 1111 1111 1111 R 8 2 I8 8 E R LOWE'S' ,ll and KALFFMAN, NC, 209 Weal Stone Avenue Greemule, Sooth Cardin 29609 fe64) 233-5497 ®I 1111 I I11 11 Ie I III I I®III Ia 9, 6 an> NET IIII IIII IIII III I11111111 @ 8 2 IR @ E 8 01 o e W £$ 4 C i 9 i N i QQ i el t7 F A RiMi 1 3 i MA 3 i k p4 STORM DRAIN DETALS-I T, TX I omwrianraµn !CHECKED ev:ers LOWE S OF' HASI MPS Eno assrs . Lenokv9 Arch/loots 209 Weet Stone Avenue Greenviiio, South Cadlna 29609 0364) 233-5497 MTIA!!iill1m F Do Hz 9 a STORM MAIN CETALS-2 LOWES OF1 HASLET, TX CITY CF FORT MEM MPS jo.w. AK [CHECKED MB. A q444014$1114Xii 11111114111.1 4481F4EIVAVVA NINEMPIX$4gA RAIMMMASO IIMASigilgtas OCi - — - - - k 4MARNiVINWP 1 pie l'' g, '40 1 lini o 1 10 0 0 1 ci 4 4 14 I § a , - 4 x r . .7..-. o M 9 .., 1. . 0 —c-)\ . n 1,1,1:Z;ZZ.ZZ ' 1 _....,..... 4 4 4 4 4 4 4 4 w 2 ,„.,..!. t III -i-st \ 11 ., ...,.. • J. g 01 '' 1. A ri -1 q 1— N 9 r I 9 P' T LOWE'S® FA ND m:1 KAUFFMAN, NO. Engteers•Lenetccpe AIONVOIS 209 Woof Stone Avenue GreenvIlle, Scuth Cerciloa 29609 (564) 233-5497 POND-B LOWS NASLE MY OF ASW DETALS IDRA AK ICHECKED er:ers S OF) T,TX A • FIEELAN) and KAUFFMAN, no, Went 60 299ereon 209 e GreemI06, Sa4h CorclIna 29609 C364) 233-5497 Do 7,3 t • \ \ `N ,\` ��\ / d- / r / fir'% -\ \\: ' ' + " //, / B a 1 ?.y W E£ ESC PI-t4SE I LOWES OFt HASLET, TX OTT ff MGT Kant lax 'MANDr.wc iwea.o er. els LOWE'5 6 9 5110 R� 9 FiEa.ATD and KALF FMAN. W. G J.mia' • Lame M 6/9765 209 Weet Store Avenue Gree1r4I6, 5anh Cadhn 29609 0364) 233-5497 // , • 1 1 1 1 • ti\1 \\\•\ \ \ \\ 11, fdi 6 PE< pa° FRfn 04- '��'d�ll Ira Edim.dollefirldIfftheir ;i APO 9 OW. E/pinas s Caxisopr Nolleah 209 Weal Slav Greemw lk. Sm Cacho o 29 29609 G9547 223-5497 t 1 $ :^ 5 IP 311 4i 401 /N;i 1"! OA $111Pige Ig 11 10 06. phi Nvvl4 1IM ; i"0, e Vss8.gg 913 saRN °1 a� n a 9 9 IF 1 III f i! lbt11Itill! 111! IrIIJfti! ee MC eeee i I1IHij1j 1 'trri acme seeece ijEI • seeoee jj Q FREELAND and KAUFFMAN, INC. 6aheers • La.d...ye NcNleo/s 209 Woef Stone Avenue Greenville, Swih Cadlno 29609 (864) 233-5497 2n mg LOWES OF' HASLET, TX COY aF war WaAFt WAS FREELAND and KAUFFMAN, INC. &avers • Laueoge Manson 209 weer stone Avenue Greenville, south Cadlno 29609 f864) 233-5497 8 6 Pi;g1 Zjg g:Pb "MI 1:1 NI gigM.ffli „4vAi ID Tr II di gl -, mq 814 N ., i X HU''''° 111A1 ' II 1 11 1 f;1044? ....Al...—. P •‘,,m, , • . • , i 486 *I 22g224 4 1 , . MI . 1 Mgdi 222222 tr..1",1 SWPPP DETAILS 3 LOWES OF LOWE'S° HASLET, TX an' CF POW Kell{ MOS IDPAW1BYMI cuackeoerrns 8 FREELAN) cnd KAUFMAN, NO. aglow • Lcnotorpe Archlteots 209 \Neel Stone Avenue Gres9v164, South Guam 29609 (864) 233-5497 !As ' • lrir?7 .5 X 5 8 8 g 02 rn 5 A N 5 8 5 8 a 0 0 0 o A 5 IONOd Ol WO) L-1NIOd AOILLS ti 8 A 0 8 4i DRAINAGE AREA MAP LOWES OF( HASLET, TX CF POW 1EXAS LOWE'S© • \.•,• - iii(? 86o FRB3.AM and KAIFFMAN. NC. , e • ca,:eeae Aroliteo9 $ m 209 Met Mono Avenue 39 6 Groom/Ilia. 3wlh Cvdlno 29609 ''# � 3 (064) 253.9497 Fad Dp as Z 2 m0O D Z y0 �p 0 CN 2 8 8 0 y C (/1 AAI F.' A A Fls 2 0 n A T mm� 8G n� v T O 0 00 N 0 A m 0 cm 0 N 0 F 00 f/r 0 r 4 6-Ni0 y y m m 9 �m v A A A 0 T A m N lZ � Q 00 T D N m 0 OC an Tp ym m y 0 m ob � r N 9 0 pmi 0 TO T N f) m y0 vm Y1NIOd AOf)1S IV 3OUVHOSIO m z O 0 O 0 O c m 0 z 0 ONOd wOad 3`JaVHOSIO 2 m0O 0 TO 2 8 Q n y m rop 8 8 Cr D 8 A 0 ] D O Z D D D S A0 0=c 23 A P Cy 2 0 TC N Y O A Zm P me. Tr N L O n N 0 N 0 nO `N' 9 O 0 0 21 0 z F Z< A Tm 8m m T r0 NT O T N T N 0 Ty �o fim O Z 0 0 0 0 0 C m 0 z 0 0 1 1 0 0 0 0 0 0 0 co z 0 Z-1NIOd ACIOIS IV 30aVH3S10 O TOTAL = 3.36 + 2.77 + 1.82 = 7.95 CFS Sd3 29'1. = )(L VI X Z'Zt XZ) (50'0) 9'0=0 SAO LIZ= WW1 0 Sd0 L l'Z = t(L9'I. X Z'Ze X Z) (Sf'0) 9'0 = 0 0= 0.6 (0.35) (2 X 32.2 X 2.47)h= 2.65 CFS G 8 0 in 0 0 2 Z D D D D D D 00 —0 N5 A 0 fi Cy 0 cw 0 -mi z 0 0 z 0 0 C 0 m 0 0 3 z m 0 A 2 2 D D D D D AO D 0 y0 8 2 0 TCN y y O n> Cy sm bolo D D f 2 Tm y y oz D D NO n CN E ® 0 ti Cr m m y 0 0 < 0 0 O 0 z 0 0 m 0 0 0 0 0 m 0 0 3 60 0 v D ALLOWABLE DISCHARGE FROM POND = C- D = 7.76 -4.71 CFS = 3.05 CFS PROPOSED BYPASS AROUND POND = CIA = 0.62 (4.06) (1.87) = 4.71 CFS DISCHARGE FROM POND = CIA = 0.3 (2.35) (11.0) = 7.76 CFS TOTAL BYPASS AROUND POND = 1.87 ACRE (DA-113+1 E+1 F+3A TOTAL AREA DRAINING TO POND = 11.0 ACRE (DA-1A+1B+1 C) w21OlS NV3A-� m D ALLOWABLE DISCHARGE FROM POND = C- D = 11.89 - 6.65 CFS = 5.24 CFS =ONOd ON(101.1VSSVdA803S0d06d 940 99'9 = (L9' 1) (44'9) 29'0 = VI DISCHARGE FROM POND = CIA = 0.3 (3.60) (11.0). 11.89 CFS TOTAL BYPASS AROUND POND = 1.87 ACRE (DA-1 D+1E+1 F+3A+3B) TOTAL AREA DRAINING TO POND = 11.0 ACRE (DA-1A+18+1C) wNOlS 2IV3A-9 v n D ALLOWABLE DISCHARGE FROM POND = C -D = 20.09 - 10.71 CFS = 9.38 CFS PROPOSED BYPASS AROUND POND= D Sd0 IL'OL = (L93) (42'6) 29 DISCHARGE FROM POND = CIA = 0.3 (6.09) (11.0) = 20.09 CFS TOTAL AREA DRAINING TO POND = 11.0 ACRE (DA-1A+1 WaOlS aV3A-00 DETENTION CALCU 4TIONS-I IAS E LIII OWI CTES TX F1, X tlll ff RXiT WCQfµ 1BUS D.VOI ev. nx I0.01F11B, eis t Q d KAtFFMAN, NC. Fdcaa • Lar1o<pe AiuY/en/t 209 W9.1 5)02 Avenue Gmemlb. 5012 Cacho 29609 0164) 233-5497 67 DETENTION CALCULATIONS-2 LOWES OF' I-IASLET, TX FITY CP Fair rant 7E0.5 loawx evw Icxacxaoer: era LOWE'S° �I p see 6 +gR e�lg { it 1 ad KAUFFMAN, M. Erpiasre • Cambay,' Ar016> o4 209 Waal Stone Avenue Greenville, Sa4h Oadlno 29609 (564t 223.5497 0 -i 3 3 -1 0 O 0 rn 0 7,1 5' 8 D 8 3 °AM / O// AN9B3 9/LL 1,033 natal g q§ a 1 r u . d .. 1/ a 0 IN 11 li 11 11 P 0 MI OHO NI 1 gi 18 li 1 11 RI gi Rti : 1 N !O 8 8 8 q Pq 4 ;! 4v ;# q, #; 84 ;# 4y ;# ql fl ; Roo B^ By BG Ri 12 IN L & IN IN 1m 1 ggI!I!Iw1:t: • 1 LANDSCAPE PLAN LOWES CFI HASLET, TX arr CF Fait MR 1E00 I DRAWN a, arc 'CH cM., e. Ns • m 0 m Z 10111 41441 8 04114114.4 lOgil41114 )<<;;7/ / 81Pq i 89 11�� In h op p� G \� gi aia !Imp; MB`4 1$14#.:1qo Wig; 1141 mggsINI!l 011;1;1i. hqP !Ili Ili FREELAND and KAU9MAN, Na L Avenue 209 We6 Greenville, sane Cadlna 29609 /864) 233.5497 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 tunes by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 10 PL 3938598.1 Exhibit "D" Stormwater 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 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 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 11 PL 3938598.1 Berm or Embanlclnent Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 12 PL 3938598.1