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Contract 59334
Date Received: 5/8/2023 Time Received: 8:28 a.m. Permit No.: SWFMA-23-0023 City Secretary No.: 59334 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 8th day of May 2023 , by and between Lennar Homes of Texas Land and Construction, LTD, acting by and through Jennifer Eller, its duly authorized agent, 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 Shelby County School Land Survey, Abstract 1375, Tarrant County, Texas according to the deed recorded in Document No. D222218047, 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 Pecan Meadows Phase 1, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of 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 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 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 then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the 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. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this 8th day of May CITY OF FORT WORTH Dana Burgh doff (M 3, 202W33 CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: May 3, 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: May 3, 2023 4ggq4pQ�� ��. foRt�ddd ATTEST: ono o=a °Pa* o 00010005a4a (� bnaaaq'� Jannette S. Goodall City Secretary Date: May 8, 2023 2023 LANDOWNER Lennar Homes of Texas Land & Construction, Ltd. a Texas Limited Partnership By: V.S. Home LLC, a Delaware limited company (as successor - in -interest by conversion from U.S. Horne Corporation, a Delaware corporation), its General Partner, By: ! Je fifer Eller, A t orized Agent Date: 0-6/0 Z/14 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 (May 3, 2023 16:03 CDT) Rebecca Owen Planning Manager Date: May 3, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. U31o112022 BN cJ STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on May 3rd, 2023 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. BROOKE BONNELL _ Notary Public * * STATE OF TEXAS N9�oF�+P Notary I.D. 134009525 My Comm. Exp. Oct. 11, 2026 LANDOWNER STATE OF �� COUNTY OF Digitally signed by Brooke Brooke Bonnell Bonnell Date: 2023.05.03 05:33:27-05'00' Notary Public, State of Texas 0 BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared (name),(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 1 _Q,�(�I(�Q�( ui11lQ� ( T�(QS R a TW) Liim A at✓ow:5h i l7(entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 2Da day of � a,li _ , 20el '2. S EUZABETH KIMMELL Notary Public, State of Tekara Comm. Expires 07-21-2026 Notary 1D 133870523 Notary Public, State of STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 14.030 ACRES OF LAND SITUATED IN THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT No. 1375, CITY OF EVERMAN, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., BY DEED RECORDED IN COUNTY CLERK FILE No. D222218047, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF SAID LENNAR HOMES OF TEXAS TRACT; THENCE SOUTH 01°01'38" EAST, WITH THE EAST LINE OF SAID LENNAR HOMES OF TEXAS TRACT, A DISTANCE OF 439.28 FEET TO A 1/2-INCH IRON ROD FOUND; THENCE SOUTH 06°00'00" WEST, CONTINUING WITH SAID EAST LINE, A DISTANCE OF 17.84 FEET; THENCE OVER AND ACROSS SAID LENNAR HOMES OF TEXAS TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 89°11'13" WEST, A DISTANCE OF 1266.69 FEET; SOUTH 00°48'47" EAST, A DISTANCE OF 126.66 FEET; SOUTH 89°11'13" WEST, A DISTANCE OF 20.00 FEET; NORTH 00°48'47" WEST, A DISTANCE OF 315.00 FEET; SOUTH 89°11'13" WEST, A DISTANCE OF 110.00 FEET; NORTH 00°48'47" WEST, A DISTANCE OF 20.00 FEET; NORTH 89°11'13" EAST, A DISTANCE OF 110.00 FEET; NORTH 00°48'47" WEST, A DISTANCE OF 124.74 FEET; SOUTH 73°05'14" WEST, A DISTANCE OF 120.71 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CHORD THAT BEARS NORTH 50°53'15" WEST, 19.72 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 22°44'50", AN ARC -DISTANCE OF 19.85 FEET; NORTH 27°44'20" EAST, A DISTANCE OF 137.84 FEET; SOUTH 89°11'13" WEST, A DISTANCE OF 319.47 FEET; NORTH 56°34'08" WEST, A DISTANCE OF 42.71 FEET TO THE NORTH LINE OF SAID LENNAR HOMES OF TEXAS TRACT; THENCE NORTH 89°00'57" EAST, WITH SAID NORTH LINE, A DISTANCE OF 54.22 FEET TO A 4-INCH METAL FENCE POST FOUND FOR THE SOUTHWEST CORNER OF A TRACT OF LAND DESCRIBED TO EVERMAN CEMETERY ASSOCIATION BY DEED RECORDED IN VOLUME 2838, PAGE 240 OF SAID OFFICIAL PUBLIC RECORDS; Page 1 of 3 EXHIBIT "A" STORM WATER FACILITY MAINTENANCE AGREEMENT THENCE NORTH 89°39'22" EAST, WITH THE SOUTH LINE OF SAID EVERMAN CEMETERY TRACT, A DISTANCE OF 564.32 FEET TO A 4-INCH METAL FENCE POST FOUND FOR THE SOUTHEAST CORNER OF SAME TRACT; THENCE NORTH 88°58'22" EAST, WITH THE NORTH LINE OF SAID LENNAR HOMES OF TEXAS TRACT, A DISTANCE OF 1088.65 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 14.030 ACRES (611,148 SQ. FEET) OF LAND. AARON C__BROWN R.P.L.S. ��� FEBRUARY 1, 2023 REGISTERED PROFESSIONAL LAND SURVEYOR OF TEXAS REGISTRATION NO. 6702 �P��sTFFF� p LJA SURVEYING, INC. ° CIO.* 3017 WEST 7T" STREET, SUITE 300 °°'°°•°°"'°°°°'°°°°°°°°°"°°° AARONC.BROWN FORTWORTH, TEXAS 76107 °°%.....................%•• 682-747-0800 "•� 6702 P !�es TBPELS FIRM NO. 10194382 s!° 0� �� •suFoj Page 2 of 3 J 0 00 00 QJ W Q to Z rn z w o^ EVERMAN CEMETERY a z w 0 0 ASSOCIATION N a 0o VOL. 2838, PG. 240 ..� W O.P.R.T.C.T. Z 4" PIPE 4" PIPE FENCE FENCE L13 POST L14 POST 7 d J N J MCM JONES FAMILY INVESTMENTS, LTD PARCEL B C.C.#D207033788 MARK A & O.P.R.T.C.T. — MARCI D JONES VOL. 9212, PG. 734 0.P.R.T.C.T. N88058'22"E 14.030 ACRES (611,148 SQ. FEET) POINT OF BEGINNING 5/8"CIRF "LJA SURVEYING" 1088.65' S89' 11' 13"W 1266.69' L3 a 0pL� PNLENNAR HOMES OF TEXAS SG`�`o LAND AND CONSTRUCTION, LTD GD PeS�RPG� N C.C.#D222218047 0.P.R.T.C.T. LINE BEARING DISTANCE L1 S06°00'00"W 17.84' L2 S00°48'47"E 126.66' L3 S89' 1 1 ' 13"W 20.00' L4 N00°48'47"W 315.00' L5 I S89" 11 ' 13"W 1 10.00' 1-6 N00°48'47"W 20.00' 1-7 N89-11'13"E 110.00' 0' 150, 300' Lv p co 00 M 00 CA J Q� Q aM� w�(n M U _ tn p Z 0 Z W U 0 04 6 0 �oWa*z o � � U 1 /2"IRF mu Z c3 �(CM) J LINE BEARING DISTANCE L8 N00°48'47"W 124.74' L9 S73"05'14"W 120.71' L10 N27°44'20"E 137.84' L11 S89'11'13"W 319.47' L12 N56°34'08"W 42.71' L13 N89°00'57"E 54.22' L14 N89°39'22"E 564.32' J 0 00 J Q U M F � M J 0 U W W U o F 04 0 V) aZ* j U O CURVE CENTRAL ANGLE RADIUS CHORD BEARING CHORD LENGTH ARC LENGTH Cl 22°44'50" 50.00' N50°53'15"W 19.72' 19.85' LEGEND CIRF CAPPED IRON ROD FOUND CC# COUNTY CLERK FILE No. O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS BASIS OF BEARINGS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE, (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012 FROM THE ORIGIN (0,0). DATE: 02/01/2023 EXHIBIT "All DRWN BY: S.A.T. PAGE 3 STORM WATER FACILITY LJASurveyin9, Inc. L�� 3017 West 7th Street Phone 682.747.0800 MAINTENANCE AGREEMENT 3CHKD BY: A.C.B. SITUATED IN THE Suite 300 OF SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT No. 1375 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 PROJ NO. 0178 CITY OF EVERMAN TARRANT COUNTY TEXAS O n 0 r m22\ sa s= ZR. 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The blanket shall be sewn together on 1.5 inch (3.81 cm) centers with non -degradable thread. All mats shall be manufactured with a colored thread stitched along both outer edges as an overlap guide for adjacent mats. The P300 shall meet Type 5A, 56, specification requirements established by the Erosion Control Technology Council (ECTC) and Federal Highway Administration's (FHWA) FP-03 Section 713.18 Matrix 100% UV stable 0.7lbs/sq yd Polypropylene Fiber (0.38 kg/sm) Top: UV -stabilized Polypropylene 5 Ibs/1000 sq ft (24.4 g/sm) Netting Bottom: UV -stabilized Polypropylene 3 Ibs/1000 sq ft (14.7 g/sm) Thread Polypropylene, UV stable L, Standard Roll Sizes Width 6.5 ft (2.0 m) 8 ft (2.44 m) Length 108 ft (32.92 m) 112 ft (35.14 m) Weight ± 10% 61 Ibs (27.66 kg) 76.25 Ibs (34.59 kg) Area 80 sq yd (66.0 sm) 100 sq yd (83.61 sm) Slope Gradients (S) Slope Length (L) <_ 3:1 3:1 - 2.1 _> 2:1 <- 20 ft (6 m) 0.001 0.029 0.082 20-50 ft 0.036 0.060 0.086 >_ 50 ft (15.2 m) 0.070 0.090 0.110 NORTH North American Green 5401 St. Wendel-Cynthiana Road AMERICAN Poseyville, Indiana 47633 GREEN® $ 0 772 2040 Thickness Resiliency Density Mass/Unit Area UV Stability Porosity Stiffness Light Penetration Tensile Strength - MD Elongation - MD Tensile Strength - TD Elongation - TD Biomass Improvement ASTM D6525 ASTM D6524 ASTM D792 ASTM 6S66 ASTM D43S5/ 1000 hr ECTC Guidelines ASTM D1388 ASTM D6567 ASTM D6818 ASTM D6818 ASTM D6818 ASTM D6818 ASTM D7322 Short Duration Phase 1: Unvegetated 3.0 psf (144 Pa) Phase 2: Partially Veg. 8.0 psf (383 Pa) 0.47 in. (11.94 mm) 91.5% 0.916 g/cm3 13.03 oz/sy (443 g/m2) 90% 95,89% 0.94 in -lb (1085378 mg -cm) 17.9% 438 Ibs/ft (6.49 kN/m) 28.1% 291.9 Ibs/ft (4.32 I<N/m) 26.7% 497% Long Duration 2.0 psf (96 Pa) 8.0 psf (383 Pa) Phase 3: Fully Veg. 8.0 psf (383 Pa) 8.0 PSF (383 Pa) Unvegetated Velocity 9.0 fps (2.7 m/s) Vegetaged Velocity 16 fps (4.9 m/s) Pr Roughness Coeffic1 Flow Depth - V 11'I=FT- Manning's n <_ 0.50 ft (0.15 m) 0.034 0.50 - 2.0 ft 0.034-0.020 >_ 2.0 ft (0.60 m) 0.020 ©2017, North American Green is a registered trademark. Certain products and/or applications described or illustrated herein are protected under one or more U.S. patents. Other U.S. patents are pending, and certain foreign patents and patent applications may also exist. Trademark rights also apply as indicated herein. Final determination of the suitability of any information or material for the use contemplated, and its manner of use, is the sole responsibility of the user. Printed in the U.S.A. EC_RM-MPDS_P300_5.13 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION Visual inspections of all components will be conducted every 6 months. A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev. 03/01/2022 BN 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 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 Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration system STORMWATER FACILITY MAINTENANCE AGREEMENT 11 Rev. 03/01/2022 BN Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT 12 Rev. 03/01/2022 BN