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HomeMy WebLinkAboutContract 62763Date Received: 02/14/2025 Permit No.: SWFMA-24-0111 Time Received: 2:00 p.m.-------City Secretary No.: _6 _2_76_3 _____ _ STORMW ATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 6th day of February 2025, by and between Fort Worth Independent School District, a political subdivision of the state of Texas and a legally constituted independent school district located in Tarrant County, Texas herein referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESS ETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in Block 1, Glen Park, Second Filing, an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat filed in Volume 388-U, Page 57, Plat Records of Tarrant County, Texas, also being a portion of a tract of land described in deed to Fort Worth Independent School District (FWISD) according to the deed filed in Volume 2355, Page 395, in 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 Forrest Oak Middle School Addition/Renovation, 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 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 1 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 2 WHEREAS, the City requires that on-site Stormwater Management Facilities Facility”) as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit “A” (“Facility Property”); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Stormwater Management Facility (“Facility”) at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit “B”, and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit “C”. The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit “D”, are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 3 3.The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with reasonable and necessary repairs. 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 and reasonable costs incurred by the City hereunder. 6.This Agreement imposes no liability of any kind whatsoever on the City. 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 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 4 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. SIGNATURES ON FOLLOWING PAGE Executed this _6_t_h __ day of February CITY OF FORT WORTH Dana Burghdoff(Feb,20252 : CST) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Feb 6, 2025 Approved as to Form and Legality: By: Matthew Murray Title: Senior Assistant Attorney City Attorney's Office Date: Feb 6, 2025 ATTEST: Jannette S. Goodall City Secretary Date: Feb 10, 2025 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 2025. LANDOWNER Fort Worth Independent School District a political subdivision of the state of Texas .nc�UAJ Its: Deputy Superintendent Date: __ 1_/2_1_/2_5 ___ _ 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 Gwen ffeb 6 2025 J s·z9 CST) Rebecca Owen Planning Manager Date: Feb 6, 2025 5 February 6th, 2025 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 7 EXHIBIT “A” LEGAL DESCRIPTION "EXHIBIT A" STORM WATER FACILITY MAINTENANCE EASEMENT BEING 15,117 square feet of land situated in Lots 2 through 4, Block 1, Glen Park, Second Filing, an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat filed in Volume 388- U, Page 57, Plat Records of Tarrant County, Texas (P.R.T.C.T.), also being a portion of a tract of land described in deed to Fort Worth Independent School District (Fort Worth ISD), according to the deed filed in Volume 2355, Page 395, Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described by metes and bound as follows: COMMENCING at a 1/2 inch iron rod with a broken red cap found at the northeast corner of Lot 4, of said Block l, from which a 1/2 inch iron rod found near the northwest corner of Lot l, Block 2 of said Glen Park, Second Filing bears N 82° 17' 15" E, a distance of 50.29 feet, also being at the intersection of the south line of Pecos Street (a 60 foot wide right-of-way) and the west line of Foard Street (a 50 foot wide right-of-way); THENCE S 39°2'7'48" W, over and across said Black 1, a distance of 1.57 feet to a 1/2 inch iron rod set with cap stamped "TNP INC ESMT" (hereinafter all 1/2 inch iron rods set are marked the same) for the POINT OF BEGINNING of the hereinafter described tract of land; TI3ENCE continuing over and across said Block 1, the following courses and distances; S 00°04'Ol" W, a distance of 138.59 feet to a 1/2 inch iron rod set, from which the southeast corner of said Lot 4, Block 1 bears S 45°06'41" E, a distance of 1.41 feet; S 89°53' 18" W, a distance of 45.09 feet to a U2 inch iron rod set; N 00°08'OS" W, a distance of 16.74 feet tn a 1/2 inch iron rod set; S 89°56'00" E, a distance of 2.86 feet to a 1/2 inch iron rod set; N 00°04'00" E, a distance of 28.00 feet to a 1/2 inch iron rod set; N 89°56'00" W, a distance of 1.00 feet to a 1/2 inch iron rod set; S 00°04'00" W, a distance of 2.99 feet to a 1/2 inch iron rod set; N 82°44'S6" W, a distance of 106.54 feet to a 1/2 inch iron rod set; N 06°54'40" E, a distance of 84.27 feet to a 1/2 inch iron rod set; S 89°56'00" E, a distance of 12.93 feet to a 1/2 inch iron rod set; S 44°35' 10" E, a distance of 1.78 feet to a 1/2 inch iron rod set; S$9°56'31" E, a distance of 12.27 feet to a 112 inch iron rod set; N 44°35' 10" E, a distance of 1.�7 feet to a 1/2 inch iron rod set; S 89°56'00" E, a distance of 111.26 feet to the POINT OF BEGINNING and containing 15,117 square feet or 0.347 acres of land. --�—,�„�_�_,�Da�e: October 9, 2024 Theron W. Sims, R.P.L.S. � Texas Registration No. 5887 Surveyed on the ground October 9, 2024 � . 0 F .� �.� �?; �� � s r eR�•.;f- �: �' � � � ••, THERON W. � SIMS ••• ..x .....................y�.. :q 5887 �.' `9��FSUR�F'y�� 1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00} as derived locaily from Ailterra Central's Continuousiy Operating Reference Stations (CORS) via Reai Time Kinematic (RTK) methods. An average Combination Factor of 1.000148415 was used to scale grid coordinates and distances to surface. 2. Integral parts of this survey: a) Legal Description b) Sketch Sheet 1 of 2 PKW 23164 PECOS S'TREET (60' W/DE R-O-W) STORM WATER MAINTENANCE FACILITY EASEMENT 15,117 SF 0.347 AC LOT 1, BLQCK i LOT 2, BLOCK i GLEN PARK Gt.£N PARK SECOND f7LING SECOND FlLING VOL. 388—U, PG. 57 VOL. 388—U, PG. 57 P.R.T.C.T. P.R.T.C.T. � iw o" `�' GLEN PARK � d� / � SECOND F7LIN� VOL. 388—U, PG. 57� �z ,�i%�,�i FORT WORTH !SD � VOL. 2355, PG. 395 �D.R.T.C.T. %� % /` N82 44 56" " � r--- �—...... �os. . . ��� \ti � 111.26' �4 � �``` NOrES t. Bearings of ii�es shown hereon refer to Grid No�th of the Texas Coordinote Syatem of 1983 (North Central Zone; NAD83(2071) 2010.00) as derived locally from Ailterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinamatic (RTK) methods. An average Combination Factor of 1.000148415 was used to scale grid coordinates and distances to surface. All coordinates show� are surface. 2. integral parts of this survey: a Legai Description b Sketch 3. • is 1/2" iron rod aet with cap stamped "TNP INC ESMT" unless otherwise noted J P. 0. C. GLEN PARK SECONO FIUNG .. 388—U, PG. 57 P.R.T.C.T. %% o / i o ��3 0 �� � !�'�� O / 0�= SEE DETAIL "A" � o, o �. o��� � CO N O� Z i j 2 �45.09 / .S89'S3'18"W % / ISAURO & JOSIE MAGANA VOL. 12357, PG. 754 D.R.T.C.T. PKW _i/2" CIRF �QF RED BROKEN CAP ,y N82' 17� 15"E. 50,_29_ _ _ '�� �— L9 P. 0.8. w� W� h� 1 �� w AQ � �o � � SOUTHWEST CORNER LOT 4, BLOCK 7 BEARS S45'O6'41 "E 1.41 ' LOT 1, BLOCK 2 GLEN PARK SECOND FlLING VOL 388—U, PG. 57 P.R.T.C.T. . ♦ SCALE 1 "=30' LINE TABLE LINE # DIRECTION LENGTH L1 N00'08'05"W 16.74' L2 S89'56'00"E 2.86' L3 N89'S6'00"W 1.q0' L4 S00'04'Od�W 2.99' L5 S89'56'00"E 12.93' �6 S44'35'10"E 1.78' �7 � S89'56'31 "E 12.27' L8 N44'35'10"E 1.77' �9 S39'27'48"W 1.57' , - _ �i � i � i , , � L3 � (' �L4 w / ! � N82'44'56"yy �o . % � �\ 106.54' �-d' o� � � �� � / N \�\ �Z�, / / ��`\` /��� DETAIL "A" SCA�E 1 "=10' teague nall 8� perkins 5237 N. Riverside Drive, Suite 100 Po�t Worth, Texas 76137 K��; ,� 817.336.5773 ph 81T.332.7756 Fx �� ' � �a �v www.fnpinatom ( TBPLS Regisfration No. 100116-00 EXHIBIT "A" STOl�:M WATER FACILITY MAINTENANCE EASEMENT Situated in Lots 2 thru 4, Block 1, Glen Park Second Filing, an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat filed in Volume 388-U, Page 5'I, Plat Records of Tarrant County, Texas. � L5 - �7 / / L6 LS T:\Proieots\PKW23164\Sur—C30\cbd\aurvev\EasemontaV 5J 17 SP SI�YnAA Easement.owa STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 8 EXHIBIT “B” DESIGN PLAN AND SPECIFICATIONS PROJECT NO: JQ INFRASTRUCTURE, LLC 100 GLASS STREET, SUITE 201 972.392.7340 DALLAS, TEXAS 75207 TBPE FIRM 7986 shaping the built environment Infrastructure 4220277 OVIDIU M. SIPOS S T A T E O F TEX A S P R O F E SSIONA L E N G I N EER LICEN S E D 111707 EXHIBIT B - GRADING PLAN 1 VA N NO PARKING PROJECT NO: JQ INFRASTRUCTURE, LLC 100 GLASS STREET, SUITE 201 972.392.7340 DALLAS, TEXAS 75207 TBPE FIRM 7986 shaping the built environment Infrastructure 4220277 OVIDIU M. SIPOS S T A T E O F TEX A S P R O F E SSIONA L E N G I N EER LICEN S E D 111707 EXHIBIT B - DETENTION PLAN - BASIN 2 VA N NO PARKING 2" CLR MIN 2.6' MAX. 1'-0" 12" 4'-0" 3'-6" max 1'-0" 12" min PROJECT NO: JQ INFRASTRUCTURE, LLC 100 GLASS STREET, SUITE 201 972.392.7340 DALLAS, TEXAS 75207 TBPE FIRM 7986 shaping the built environment Infrastructure 4220277 OVIDIU M. SIPOS S T A T E O F TEX A S P R O F E SSIONA L E N G I N EER LICEN S E D 111707 EXHIBIT B - DETENTION POND CALCULATION 3 PROJECT NO: JQ INFRASTRUCTURE, LLC 100 GLASS STREET, SUITE 201 972.392.7340 DALLAS, TEXAS 75207 TBPE FIRM 7986 shaping the built environment Infrastructure 4220277 OVIDIU M. SIPOS S T A T E O F TEX A S P R O F E SSIONA L E N G I N EER LICEN S E D 111707 EXHIBIT B - STORM PROFILE 4 PROJECT NO: JQ INFRASTRUCTURE, LLC 100 GLASS STREET, SUITE 201 972.392.7340 DALLAS, TEXAS 75207 TBPE FIRM 7986 shaping the built environment Infrastructure 4220277 OVIDIU M. SIPOS S T A T E O F TEX A S P R O F E SSIONA L E N G I N EER LICEN S E D 111707 EXHIBIT B - EROSION CONTROL PLAN 5 ENTR A NCE ONLY EXIT ENTRANCE LOADING ZONE VA N NOPARKING NO PARKING VAN VA N NO PARKING Legend PROJECT NO: JQ INFRASTRUCTURE, LLC 100 GLASS STREET, SUITE 201 972.392.7340 DALLAS, TEXAS 75207 TBPE FIRM 7986 shaping the built environment Infrastructure 4220277 OVIDIU M. SIPOS S T A T E O F TEX A S P R O F E SSIONA L E N G I N EER LICEN S E D 111707 EXHIBIT B - EROSION CONTROL DETAILS 6 02 TRIANGULAR FILTER DIKEDETAIL01CONSTRUCTIONENTRANCE 03 SILT FENCE INSTALLATION GENERAL NOTES: 05 CURB INLET PROTECTIONDETAIL04AREAINLETPROTECTIONDETAIL 06 TREE PROTECTION PROJECT NO: JQ INFRASTRUCTURE, LLC 100 GLASS STREET, SUITE 201 972.392.7340 DALLAS, TEXAS 75207 TBPE FIRM 7986 shaping the built environment Infrastructure 4220277 OVIDIU M. SIPOS S T A T E O F TEX A S P R O F E SSIONA L E N G I N EER LICEN S E D 111707 EXHIBIT B - CIVIL DETAILS 7 VARIES SEE NOTE 1 3" CLEAR TYP.) 5" 3" INVERT 01 CONCRETE FLUME 2' MIN 04 CONCRETE FLUME WITH DIAMOND PLATE CROSSING 2" CLR MIN 2.6' MAX. 1'-0" 12" 4'-0" 3'-6" max 1'-0" 12" min 02 OUTLET CONTROLLED STRUCTURE DETAIL 03 TRA 01 CONCRET 03 TRASH RACK PROJECT NO: JQ INFRASTRUCTURE, LLC 100 GLASS STREET, SUITE 201 972.392.7340 DALLAS, TEXAS 75207 TBPE FIRM 7986 shaping the built environment Infrastructure 4220277 OVIDIU M. SIPOS S T A T E O F TEX A S P R O F E SSIONA L E N G I N EER LICEN S E D 111707 EXHIBIT B - EXISTING DRAINAGE AREA MAP 8 Legend Drainage Notes PROJECT NO: JQ INFRASTRUCTURE, LLC 100 GLASS STREET, SUITE 201 972.392.7340 DALLAS, TEXAS 75207 TBPE FIRM 7986 shaping the built environment Infrastructure 4220277 OVIDIU M. SIPOS S T A T E O F TEX A S P R O F E SSIONA L E N G I N EER LICEN S E D 111707 EXHIBIT B - EXISTING DRAINAGE AREA MAP 9 PROJECT NO: JQ INFRASTRUCTURE, LLC 100 GLASS STREET, SUITE 201 972.392.7340 DALLAS, TEXAS 75207 TBPE FIRM 7986 shaping the built environment Infrastructure 4220277 OVIDIU M. SIPOS S T A T E O F TEX A S P R O F E SSIONA L E N G I N EER LICEN S E D 111707 EXHIBIT B - PROPOSED DRAINAGE AREA MAP 10 ENTRANCE ONLY EXIT ENTRANCE LOADING ZONE VA N NOPARKING NOPARKING VAN VA N NOPARKING Legend Drainage Notes PROJECT NO: JQ INFRASTRUCTURE, LLC 100 GLASS STREET, SUITE 201 972.392.7340 DALLAS, TEXAS 75207 TBPE FIRM 7986 shaping the built environment Infrastructure 4220277 OVIDIU M. SIPOS S T A T E O F TEX A S P R O F E SSIONA L E N G I N EER LICEN S E D 111707 EXHIBIT B - PROPOSED DRAINAGE AREA MAP 11 �" � - € 'z' � � g cx =" Y W a 3 =� �� � �£ �� ; �o o x�. � � o , F �� & =� � � �c �� ��� �tis �,yoa � � c, �.. F� � s�s' s� s` �� g°s�'. �oa�� � Y � _ e, �= p� g # � '�� �� � LL � " � . �a �p LL d azoa'e� isnsnv-liwaaa aNv aie aod anssi a� - Fa � a g 3 s �8 � � � � o� zg F �C �s w 's� . 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I� .` Ix ?� 1 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. 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 2 system Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation