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064967 - Construction-Related - Contract - Samiel R. Toliver
Date Received: 4/1 /2026 Time Received: 3 :24 p.m. Permit No.: SWFMA-25-0106 City Secretary No.: STORMWATER FACILITY MAINTENANCE AGREEMENT 64967 THIS AGREEMENT, made and entered into this 31 St day of March 2026, by and between Samuel R. Toliver, a married man, 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 1.1699 acre (50,959 square foot) tract of land situated in the Rufus King Survey, Abstract No. 905, and the Jonathan Evans Survey, Abstract No. 470, City of Fort Worth, Tarrant County, Texas and the Rufus King Survey, Abstract No. 723, and the Jonathan Evans Survey, Abstract No. 396, City of Fort Worth, Denton County, Texas according to the deed recorded in Document No. 2020-86689, Official Public Records, Denton County, Texas and concurrently recorded in Document No.D225100123, 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 Indco-I35 and Eagle 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 stonn 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 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 1 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 ensure 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 2 Rev. 03/01/2022 BN 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fail 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 and Denton County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 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. 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 and Denton County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN and any other successors in interests, including any property owner's association. REMAINDER OF THIS PAGE INTENTONALLY LEFT BLANK STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN Executed this 31 st day of March CITY OF FORT WORTH cvi Jesica McEachern Assistant City Manager City of Fort Worth Date: 03/31 /2026 Approved as to Form and Legality: M. ke vfn Anofel-s, 11 M. Kevin Anders, II (Mar 31, 2026 10:01:10 CDT) M. Kevin Anders, II Assistant City Attorney II City Attorney's Office Date: 03/31 /2026 ATTEST: 49pT1 a�8 1"! /V 1, OQp��TEj�pSoo Jannette S. Goodall City Secretary Date: 04/01 /2026 2026. LANDOWNER Samu -Ray, Toliver �l •r 1 \ % C3 ( I By: Date: J M — a p(� � 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 require ents. Kandice Merrick Planning Manager Date: 03/31 /2026 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev. 03/01/2022 BN STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on March 31, 2026 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. K sRrP� :14. RA➢FORD Notublic STATTECAS Notary12197197F MY Comm, Apr. 12, 2027 LANDOWNER STATE OF IZ�aS COUNTY OF lV )� 1^ Notary Public, State of Texas BEFORE ME, the undersigned authority, a Notary Public in and for the [State of on this day personally appeared u Q CA R , , 1 O 1� lid' (name), _�4 ()N (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, , -F6 � k j� (entity), a t kA��,-A (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this of , 2026. `�\,1�44��k0111 1 I I I I II,��Ir/ 0 Amy Guerrero Rangel w =0 Exp.1/301203000 Z i7 NQ.1281384 t 7 V- F 4 0tb"RMWATER FACILITY MAINTENANCE AGREEMENT `•�7�0111 i I I I Y 4l t Rev. 031012022 BN RA A day 0 EXHIBIT "A" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT BEING a 1.1699 acre (50,959 square foot) tract of land situated in the Rufus King Survey, Abstract No. 723, the Rufus King Survey, Abstract No. 905, The Jonathan Evans Survey, Abstract No. 470, and the Jonathan Evans Survey, Abstract No. 396, City of Fort Worth, Denton County and Tarrant County, Texas; said tract being a portion of a tract of land described in Special Warranty Deed with Vendor's Lien to Samuel R. Toliver recorded in Document Number 2020-86689, Official Records, Denton County, Texas (O.R.D.C.T.); said tract being more particularly described as follows: BEGINNING at a point for corner in the east line of said Samuel R. Toliver tract and the west line of a tract of land described in Special Warranty Deed to U.S. Land Guild, LLC, recorded in Document Number 2022-9564, O.R.D.C.T.; THENCE South 29'45'13" West, along said east line of Samuel R. Toliver tract and said west line of U.S. Land Guild, LLC, tract, a distance of 225.86 feet to a point for corner at the beginning of a non -tangent curve to the right; THENCE in a westerly direction, departing said east line of Samuel R. Toliver tract and said west line of U.S. Land Guild, LLC, tract, with said non -tangent curve to the right, with a radius of 32.00 feet, a central angle of 1OW40'11", and a chord bearing and distance of North 79°32'51" West, 49.27 feet and an arc distance of 56.22 feet to a point for corner; from which an aluminum disk found with a cap stamped "TxDOT" being in the southeast right-of-way line of 1-35 (a variable width right-of-way) and the southwest corner of said Samuel R. Toliver tract bears South 76°42'57" West, a distance of 436.09 feet; said aluminum disk also being the southeast corner of a tract of land described in Judgement of Court in Absence of Objection for the State of Texas versus Dr. C.B. Kendall et ux, et al, recorded in Volume 2884, Page 696, Real Property Records, Denton County, Texas; THENCE North 2912'45" West, a distance of 44.59 feet to a point for corner; THENCE North 07°09'55" West, a distance of 17.97 feet to a point for corner; THENCE North 31 °34'31" West, a distance of 19.56 feet to a point for corner; THENCE North 11'38'45" West, a distance of 34.85 feet to a point for corner; THENCE South 48'21'15" West, a distance of 137.58 feet to a point for corner; THENCE North 41 °38'45" West, a distance of 25.00 feet to a point for corner; THENCE North 48'21'15" East, a distance of 152.01 feet to a point for corner; STORMWATER FACILITY THENCE North 11'38'45" West, a distance of 3.84 feet to a point for corner; MAINTENANCE AGREEMENT RUFUS KING SURVEY, ABSTRACT No. 905, RUFUS KING SURVEY, ABSTRACT No. 723, JONATHAN EVANS SURVEY, ABSTRACT No. 470, & JONATHAN EVANS SURVEY, ABSTRACT No. 396 CITY OF FORT WORTH, DENTON COUNTY & TARRANT COUNTY, TEXAS LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT THENCE North 24°14'23" West, a distance of 97.47 feet to a point for corner; THENCE North 63°59'23" West, a distance of 24.72 feet to a point for corner; THENCE North 11'38'45" West, a distance of 63.66 feet to a point for corner at the beginning of a tangent curve to the right; THENCE in a northeasterly direction, with said tangent curve to the right, with a radius of 24.00 feet, a central angle of 131 °06'43", and a chord bearing and distance of North 53°54'36" East, 43.70 feet and an are distance of 54.92 feet to a point for corner; from which an aluminum disk found with a cap stamped "TxDOT" being in said southeast right-of-way line of 1-35 and the northwest corner of said Samuel R. Toliver tract bears North 21 °47'03" East, a distance of 766.74 feet; said aluminum disk also being the northeast corner of said State of Texas tract; THENCE South 60°32'02" East, a distance of 285.07 feet to the POINT OF BEGINNING and containing 50,959 square feet or 1.1699 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. • O- TF ��02/24/2026 �P• o %s r F RF .►- NLEYCRAWFORDRUSSELL Gj;•e o .N REGISTERED PROFESSIONAL •••••••••• ......... LAND SURVEYOR NO. 7080 STANLEY CRAWFORD RUSSE 110 N. COLLEGE AVENUE, •••••• • ••••••••••••••••••••••• SUITE 1800 ° 7080 "2 A . �•••o TYLER, TEXAS 75702 9iV Es 1+0**.y0 PH. 903-200-8319 •SURv� StanC.RusselI@Kimley-Horn.com STORMWATER FACILITY MAINTENANCE AGREEMENT RUFUS KING SURVEY, ABSTRACT No. 905, RUFUS KING SURVEY, ABSTRACT No. 723, JONATHAN EVANS SURVEY, ABSTRACT No. 470, & JONATHAN EVANS SURVEY, ABSTRACT No. 396 CITY OF FORT WORTH, DENTON COUNTY & TARRANT COUNTY, TEXAS LEGEND / / w Z ADF o W P.O.B. =POINT OF BEGINNING P� "TxDOT"� co N21 °47'03"E 714 z z ADF = ALUMINUM DISK FOUND �' p 766.74' o z Q) W Q YC MM`r � QCO I Z STORMWATER FACILITY AZ / \ \G`L MAINTENANCE AGREEMENT �P / �o``�e / \ 1.1699 ACRES o so goo �T rw \ 50,959 SQ. FT. PARCEL 3(E) PART 2 co (Y \ r GRAPHIC SCALE IN FEET DRAINAGE EASEMENT (VOL. 521, PG. 105) \ \ P.O.B. DRAINAGE EASEMENT (VOL. 2884, PG. 696) / I o co ��y��' I I IL9 o I 0 �?Q" �v �ti, / / I i I� � .7 Q� o / I �. JONATHAN EVANS SURVEY, 50 L4. — ABSTRACTNo.396 I I I I L3 ' DENTON COUNTY I I � / JONATHAN EVANS SURVEY, I I L7 I I L2 TARRANT COUNTY ABSTRACT No. 470 iW 436 0 � , — Sl6° 4'2 5l 1'- C 1 / SAMUE� R.020-a66891 J No p22 I DRUFUS KING SURVEY, DRAINAGE EASEMENT l\NSA' I I ABSTRACT No. 905 I II (VOL. 2884, PG. 696) L L--J 1- — ADF "TxDOT" PART OF MOUNT OLIVET U.S. LAND GUILD, LLC PARCEL 1A, PART 1 CEMETERY ASSOCIATION (DOC. No. 2022-9564) / STATE OF TEXAS (VOL. 1403, PG. 164) (INST. No. D222016802) NOTES (VOL. 9914, PG. 1644) (VOL. 7789, PG. 1974) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. 02/24/2026 9FKN-LEY'CRAWFORD RUSSELL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7080 110 N. COLLEGE AVENUE, SUITE 1800 TYLER, TEXAS 75702 PH. 903-200-8319 StanC.Russell@Kimley-Horn.com ANLEY CRAWFORD RUSSELL q 7080 �.••siiR��� STORMWATER FACILITY MAINTENANCE AGREEMENT RUFUS KING SURVEY, ABSTRACT No. 905, RUFUS KING SURVEY, ABSTRACT No. 723, JONATHAN EVANS SURVEY, ABSTRACT No. 470, & JONATHAN EVANS SURVEY, ABSTRACT No. 396 CITY OF FORT WORTH, DENTON COUNTY & TARRANT COUNTY, TEXAS LINE TABLE NO. BEARING LENGTH Lt S29°45'13"W 225.86' 12 N29012'45"W 44.59' L3 N07009'55"W 17.97' L4 N31034'31"W 19.56' L5 N11°38'45"W 34.85' L6 S48°21'15"W 137.58' 17 N41 °38'45"W 25.00' L8 N48021'15"E 152.01' L9 N11°38'45"W 3.84' L10 N24°14'23"W 97.47' L11 N63059'23"W 24.72' L12 N11°38'45"W 63.66' L13 S60°32'02"E 285.07' CURVE TABLE NO. RADIUS DELTA CHORD BEARING CHORD LENGTH C1 32.00' 10004011" N79°32'51"W 49.27' 56.22' C2 24.00' 131°06'43" N53°54'36"E 43.70' 54.92' STORMWATER FACILITY MAINTENANCE AGREEMENT RUFUS KING SURVEY, ABSTRACT No. 905, RUFUS KING SURVEY, ABSTRACT No. 723, JONATHAN EVANS SURVEY, ABSTRACT No. 470, & JONATHAN EVANS SURVEY, ABSTRACT No. 396 CITY OF FORT WORTH, DENTON COUNTY & TARRANT COUNTY, TEXAS EXHIBIT `B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN t 5p — - - 6 t � i -651- - 652653 7 r 654 = 655 653 6s2� W U) \ �654 t w ki ss 65 s; 6S\i p "440 W Ipp � b 6s3 — _ 6S4 653 .654 655 - S2 t / S� w w U 650.76 ME 652 653.75 TW 653.53 BW 653 653.75 EW 12' WIDE MAINTENANCE RAMP 7.46% cv \\65\I\ Lo uo co co / A TW o 647.26 BW p i IN b - 655.34 TW 647.20 BW I I \ 4.90% I I I r ±165 SF h RIPRAP (D50 = E TYPE 2 cc� SEE SH 10' WI[ CC i I p` 3+ / ±1165 SF OF 12" THICK RIPRAP WITH 6" BEDDING / (D50 = 6") UNDERLAY WITH TYPE 2 FILTER FABRIC. SEE SHEET C-7.02 Ir 647.08 r / / I 1 .73% ° p / 0 ..1 655 650 NOTE DRAINAGE FROM RIGHT-OF-WAY WILL OVERTOP THE EXISTING GROUND AND ENTER THE CHANNEL. 645 w co w �j W W U POND 1 S M. 655 100-YR WSE = 651.64' 17 650 PROP.GRADE 2.94% SLOPE 0.16% SLOPE 0.15% SLOPE 645 W1 NOTE. KNDCKO UTS—STD, PENETRATIONS —OPTIONAL SURFACE'>_„ / \\ WATER's ��L�'~p r J INLET PIPING CATCH BASIN FROM UPLINE OUTLET PIPING BASINS TO STORM SEWER SECTION__ KEYED NOTES MARK OTY DESCRIPTION 1 9 GRATE OR COVER AS REQUESTED, SEE 01l 2 1 CAST —IN STEEL FRAME l 9 IXpTIUNAI. TDF/FXTFNSION 6" TU 18' 4 1 1 1PRECAST CONCRETE BASIN SECTION KNOCKOUTS (SM) AND P€NETRA-1 5 4 (OPT) AS REQUIRED, SEE KO DIMENSION FOR MAXIMUM PIPE O.D- rvnrncrY.n �c nvwi.n�inu: MPG: PARKUSA 6 1 888-611—PARK WWW.PARKUSA.COM MODEL, CB-01 DATE MANUFACTURED MODEL W1 W2 H1 H2 T1 T2 NO ls� OPEN AREA WET CB-12 15" 10" 21" 18" 3" 2i 10" 12'x12'x1' 90 150 CB-14 20" 12" 28" 24" 4" 4" 12" 14'x14'xU4' 120 600 CB-18 24" 16' 34' 30' 4" 4' 15" 1B'x1B'x11¢' 168 1.000 CB-2Q 26" 18" 34' 30" 4' 4" 17" 20"x20"xIT 170 1.335 CB-24 32" 22" 41" 36" 5' 5" 22' 24"x24'x2" 268 2.245 CB-27 3T 25' 42' 36" 6' 6" 24" 27'x27'x2' 350 21875 CB-30 42' 30" 42" 36' 6' 6' 30" 32"x32'x2" 490 3,675 CB-36 48' 36' 42' 36" 8" 6' 32" 38'x38'x2" 693 4,585 CB-48 60" 48" 54" 48' 6" 6" 48' 38"x38"x2' 693 7,250 +CB-60 72" 60" 66" 60' 6" 6" 60" 38"08'x2" 693 0,500 *CB-72 84' 72" 78" 72" 6" 6" 72' 38"x38%2" 693 5,350 *CB-84 96' 84" 78" 72' 6" 6" 72" 38'x38"x2' 693 91500 "KNULTCUU15 NOT AVAILABLE SPECIFICATIONS CONCRETE : CLASS I/IV CONCRETE WITH OF DESIGN AT 28 DAYS. UNIT IS OF MONOLITHIC FLOOR AND FIRST STAGE OF WALL WIT REQUIRED DEPTH, REINFORCEMENT: GRADE 60 REINFORCED, STEEL REBAF A615 ON REQUIRED CENTERS OR EQUA C.I. CASTINGS: CAST IRON FRAMES AND GRATES ARE GREY CAST IRON CONFORMING TO ASTI LU Z) 5'-0" 7HR01 W 2'-6" THROAT EPSG2276_Date20251021_Lat32.993679 Lon-97.296856_Mpp0.075_Vert - ZEUSE EROSION CONTROL NOTES 1. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO SITE DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL FINAL GRADING AND PAVING IS COMPLETE AND A STAND OF GRASS IS ESTABLISHED WITH 700/c COVERAGE ACHIEVED. 2. CONSTRUCTION OPERATIONS SHALL BE MANAGED SO THAT AS MUCH OF THE SITE AS POSSIBLE IS LEFT COVERED WITH TOPSOIL AND VEGETATION. 3. ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS MUST BE SEEDED AND IRRIGATED UNTIL A PERMANENT STAND OF GRASS IS ACHIEVED WITH A MINIMUM OF 70% COVERAGE. 4. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE AND THE ESTABLISHMENT OF A STAND OF GRASS SUFFICIEI` TO PREVENT EROSION. 5. THE CONTRACTOR MUST USE SEDIMENT FILTERS OR OTHER MEASURES APPROVED BY THE ENGINEER AND CONSTRUCTION MANAGER TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM CLOGGING STORM SEWEF PIPES OR PROPOSED OR EXISTING INLETS. OR FROM BEING TRANSPORTED TO ADJACENT PROPERTIES. 6. CONSTRUCTION ENTRANCE MINIMUM SIZE STONE: 3"-5" CRUSHED ROCK THICKNESS: NOT LESS THAN 8" LENGTH: NOT LESS THAN 50' WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS AND EGRESS. MAINTENANCE REQUIREMENTS: AS NECESSARY TO PREVENT TRACKING OR FLOWING MUD INTO PUBLIC RIGHT-OF-WAY OR PARKING AREAS. 7. PLACE INLET PROTECTION AROUND ALL PROPOSED INLETS DURING CONSTRUCTION. 8. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING ( FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKE ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE TO A PUBLIC ROADWAY, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR. 9. MAINTENANCE, EROSION CONTROLS SHALL BE REPAIRED OR REPLACED AS INSPECTION DEEMS NECESSAR OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ACCUMULATED SILT IN ANY EROSION CONTROL DEVI SHALL BE REMOVED AND SHALL BE DISTRIBUTED ON SITE IN A MANNER NOT CONTRIBUTING TO ADDITIONAL SILTATION. 10. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES WHICH MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO, EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES FUEL AND LUBE OIL, PESTICIDES, AND SOLID WASTE MATERIALS. 11. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. TE CONTRACTOR SHALL USE FILTER BARRIER (OR OTHER METHOD APPROVED BY THE ENGINEER AND CITY) A£ REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRAS: OR OTHER GROWTH TO PREVENT EROSION. 12. THE CONTRACTOR SHALL CONSTRUCT FILTER BARRIER, STRAW BALES OR OTHER APPROVED DEVICES PRI( TO CONSTRUCTION TO PREVENT ADVERSE OFF SITE IMPACTOR STORM WATER QUALITY AND AS REQUIRE[ THE CITY OF FORT WORTH. CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 13. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS OFF SITE FROM THE EXISTING ROADWAYS AND PROJECT SITE THAT ARE A RESULT OF THE PROPOSED CONSTRUCTION AS REQUESTED B) THE CITY OF FORT WORTH. 14. CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS. CONTRACTOR IS RESPONSIBLE FOR INSURING THAT ALL CONSTRUCTION TRAFFIC UTILIZES THE STABILIZED ENTRANCE AT ALL TIMES FOR INGRESS/EGRESS TO THE SITE. w I 15. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE CITY AND ENGINEER, AT cU nnniTIMIAI rncT Tr) TUG nIArniGQ 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 MAINTENANCEANSPECTION • 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 and Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash and 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 Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation FORT WORTH, City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Samuel R. Tolliver Subject of the Agreement SWFMA agreement needed for new construction M&C Approved by the Council? * Yes ❑ No 21 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: If d fferent from the approval date. Expiration 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: Ifapplicable. SWFMA-25-0106 *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 followingoder-. 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.