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HomeMy WebLinkAboutContract 63784Date Received: 8 7 2025 Permit No.: SWFMA-25-0023 2:45 p.m. 63784 Time Received: City Secretary No.: STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this6th day of August 2025, by and between UP Properties, Inc, acting by and through Luis F. Pardo, its duly authorized Director, 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 Robert Ray Survey, Abstract No. 1290, City of Fort Worth, Tarrant County, Texas according to the deed recorded in Document No. D222281778, 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 UP Development 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 STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY Rev. 03/01/2022 BN FT. WORTH, TX more particularly described by metes and bounds in the attached Exhibits "Al and A2" ("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 Stornwater 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 Stonnwater Facility includes all pipes, channels or other conveyances built to convey Stonnwater 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 Stonnwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to ensure the safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perfonn 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 pennission 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, 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, 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 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 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 6th Executed this August day of CITY OF FORT WORTH 1 Jesica McEachern Assistant City Manager City of Fort Worth Date: 08/06/2025 Approved as to Form and Legality: M. (CPI-6fv Ajt ?&ram, (( M. Kevin Anders, It (Aug 6, 2025 13:15:52 CDT) M. Kevin Anders, II City Assistant Attorney City Attorney's Office Date: 08/06/2025 ATTEST:°�°�/\J°_`°° 4 FO/�RT fop ���#A, �aonn�zosda Jannette S. Goodall City Secretary (76 Date: " 2025. 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 requem Kandice Merrick Planning Manager 08/06/202E Date: 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 August 6, 2025 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fart Worth, PRva�s KATHLEEN BRADFORD Notary Public +®a STATE OF TEXAS sP Notary LD. 12197197 "FOF My Comm. Exp_ Apr. 12, 2027 LANDOWNER STATE OF Texas COUNTY OF Warrant Notary Public, State of Texas M M BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas , on this day personally appeared Luis .F, Pardo (name), Director (title), known to me to be the person whose natne 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 D222281778 (entity), a (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND ANDjSEAL OFFICE this 4th day of AUaust , 20 25 . Not Public, Late o STORMWATER FACILITY MAINTENANCE AGREEMENT Rev, 0310112022 BN CARME gfEDRZNKi My Notary M # 709184 E18-xpires February a 2026, C EXHIBIT "A" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.03/01/2022 BN EXHIBIT A-1 , PAGE 1 OF 3 LEGAL DESCRIPTION — 0.239 ACRE PRIVATE DRAINAGE EASEMENT — SWFMA AREA BEING 0.239 acres of land located in the Robert Ray Survey, Abstract No. 1290, City of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land conveyed to LFP PROPERTIES, INC., by a deed recorded in County Clerk's file No. D222281778, of the Deed Records of Tarrant County, Texas. Said 0.240 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 518" iron rod found at the Northeast corner of this tract, and the Northwest corner of Lot 1, Block 4, SANDYBROOK ADDITION, to the City of Fort Worth, Tarrant County, Texas, according to the plat recorded in Volume 388-127, Page 86, of the Plat Records of Tarrant County, Texas, and said POINT OF BEGINNING, also lying in the South right-of-way line of SANDYBROOK DRIVE, ( a 60 feet wide right-of-way), and said Point of Beginning also having a Texas State Plane coordinates of N:6966306.17 and E: 2364599.76; THENCE S 00' 04' 50" E 368.35 feet, along the East boundary line of said LFP Properties tract, and the West boundary line of said Block 4, Sandybrook Addition, to a point; THENCE N 890 55' 42" W 18.82 feet, to a point; THENCE N 08' 03' 42" W 40.38 feet, to a point; THENCE N 01 ° 34' 04" W 37.62 feet, to a point; THENCE N 03' 42' 22" W 16.14 feet, to a point; THENCE N 00' 40' 07" W 37.17 feet, to a point; THENCE N 02' 14' 01" W 30.23 feet, to a point; THENCE N 01 ° 23' 57" W 63.23 feet, to a point; THENCE N 060 30' 49" E 5.99 feet, to a point; THENCE N 00' 00' 27" W 43.44 feet, to a point; THENCE N 01 ° 25' 46" W 50.27 feet, to a point; THENCE N 89' 10' 31" W 8.68 feet, to a point; THENCE N 000 40' 00" E 39.69 feet, to a point; THENCE S 89' 20' 00" E 4.22 feet, to a point; THENCE N 00' 40' 00" E 5.04 feet, to a point in the North boundary line of aforesaid LFP Properties tract, and lying in the South right-of-way line of said Sandybrook Drive; �O ReF� THENCE S 890 20' 00" E 33.72 feet, along the North boundary �P line of said LFP Properties tract, and the South right-of-way line of said "YSTIAN """""' RYSTIAN E11SxI Sandybrook Drive, to the Point of Beginning, containing 0.239 acre, ..... .."""""""""""'"" P 6400 r; P0,421 Squ et), ofnd. 5 /L JULY 22, 2025 GA20MEASEMENTSILFP at SANDYBROOK-STORM ESMT-01.doc VA AROAD MIMS LTD. EXHIBIT "A- 1 VOL- Sg P:�T. CC# D2230540g7- PJZ,T.C.T. PAGE 2 OF 3 • _ _ 2 ,ftF z ` SANDYT3RDDK DR. 60' RIGHT-OF-WAY RfGNT-of-wAYf r�VOL-F89 -22�, PCB. 26, P.R,7.0 T. ' _ ` - POINT OF nr nrcarro �' 6EGINNIN is S 89°20'OD" 183.s8' s L44 F SMT 1 Four�n°.n+ROon�i. N 45°16'52"E YN 22.47' PRIVATE DRAINACrE T L42o Vp IRON POE) EASEMENT 2 w LL a� CRAWFORExREP' MARKED O7 0.274 ACRES OF LAND �a & SET ET 1� W'Z c�v 5 E24 — —Ifs I f EZ I �4 w i<cL I c — m w I z m Ly PRIVATE DRAINAGE W L - - - - 0 EASEMENT No. 1 }�-- - — I 0.23q ACRE OF L.ANP OO c� 0 10,42-1 SQ• FEET ° PROPOSED— 1 LOT I, SLOCK I a, l_FP AT SANDY13ROOK i' 6,366,7 ACRES co OF LAND I a 277,334 SQ, FEET L- - - - rl cl Q) 71�L'Y�nd. T�, IBIMSKI Nfi! G ,,.w nYIiRO( ap.. IvoL 38E-1,IP.R. QE, 2Q25 - - - E3 -�--� PERMANENT z BRITTAIN & CRAWFaRD PRIVATE DRAINAGEEASEMENT No. I LAND SURVEYING k TOPOGROHIC McPING 0.239 ACRE OF LANE) Pm cmmmuomf 1019m LOCATED WITHIN PROPOSED TEL (817) 928-0211 - FAX (817) 926-9347 .} P-D. BOX 11374 • LOT y 39M SOUTH FREEWAY , OLOCK FORT WORTH. Texas 7B110 UP AT SANDYBROOK, CITY OF FORT E"L; °amin®°n1S°in-cm- oN-cam WF l F- wrrhriflnin_�r`wFmi�.nm WORTH, TARRANT COt.!PfTY, TEXAS SCALE 1 "=GQ' ,,- (K.G.) G:/KRYSTIANIPROJECTS\RAY, ROBERT SURVEY A-1290 6.4 ACILFP at SANOYBROOK-ORNG ESMT.dwg : EXHIBIT "A-1 to PAGE 3 OF 3 PRIVATE DRAINAGE EASEMENT No. 1 CALL TABLE Course Rearing ❑istarcel E30 N 89°5514211 W 18.82' 1 E31 N 08°03'42" W 4D.38' E32 N 01°34'04" W 37.62' E33 N 03°42'22" W 15.14' E34 N 00°40'07" W 37.17' j E35 N 02'14'01" W 3D.23' E36 N 01°23'57" W 63.23' E37 N 06°30'49" E 5.99' E38 N 00000'27" W 43.44' E39 N 01°25'46" W 50.27' E40 N 89°1013111 W 8.68' E41 N 00°40'00" E 39.69' L42 S 89,20,00" E 4.22' L43 N 00°40'00" E 5.04' j L44 S 89,20,00" E 33.72' PRIVATE DRAINAGE EASEMENT No. 2 CALL TABLE Course Bearing Distance E21 S 00°40'00" W 14.55' E22 5 00°45'59" E 17.96' E23 S 36'07'02" W 18.76' E24 N 89000'14" W 99.83' E.°F...r P:'GSrFq •F�. E25 Rad: 40.10' Arc: 50.71' Tan: 29.38' CA: 72°26'56" Chd: S 56°03'30" W 47.39' K_YF!1 N GOLEBIEWSKI E26 S 23'47' 59" W 13.63' 6400 E27 Rad: 21 .64' Arc: 24.37' {qNb ess?o,�04 Tan: 13.66' CA: 64029'52" J1 suR�E Chd: S 57°55'01" 1N 23.10' IlZL�y E28 S 89'52'14" W 24.44' nd. 2025 E29 N 00'06'21" W 83.51' 4 �- PERMANENT a z BRITTAIN & CRAwFORD PRIVATE DRAINAGEEASEMENT No. 2 LAND SURIG & TnPPGPOGRAPinC MAPPING z 0.34 ACRE OF LAND � Mm CK"MCelzoa* 101000 ROCATE❑ WITHIN PROPOSED 4�'EL(4317} 926-0211 - vnx (817) 926-9347 L.OT 1, T3LOCK 1 P.D. BDX tt37a • 3908 SOUTH FREEWAY EdRT vyMH, TEYAS 76110 EFP AT SANDYT3ROOIC, CfTY OF FORT EMAIL: o6m�n90nt1°in-crowrora.<om wERWE--brillnin-crnwfern.[nrn WORTH, TARRANT COUNTY, TEXAS SCALE (K.G.) Gr1KRYSTIANIPROJECTSIRAY, ROBERT SURVEY A-1290 5.4 ACILFP at SANDYBROOK-DRNG ESMT.dwg E J n LFP @ Sandybrook - Storm Esmt 01 - 0.239 Acre 17/22/2025 Scale: 1 inch= 46 feet I File: LFP @ Sandybrook - Storm Esmt 01 - 0.239 Acre. ndp Tract 1: 0.2392 Acres (10421 Sq. Feet). Closure: s30.3803w 0.01 ft. (1178265). Perimeter=803 ft. 01s00.0450e 368.35 02 n89.5542w 18.82 03 n08.0342w 40.38 04 no1.3404w 3762 05 n03.4222w 16.14 06 n00.4007w 37.17 07 n02.1401w 30.23 08 n01.2357w 63.23 09 n06.3049e 5.99 10 n00.0027w 43.44 11 n01.2546W 50.27 12 n89.1031w 8.68 13 n00.4000e 39,69 14 sA9 200ne 4 22 15 n00.4000e 5.04 16 s89.2000e 33.72 10 EXHIBIT A-2, PAGE 1 OF 3 LEGAL DESCRIPTION — 0.274 ACRE PRIVATE DRAINAGE EASEMENT — SWFMA AREA BEING 0.2740 acres of land located in the Robert Ray Survey, Abstract No. 1290, City of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land conveyed to LFP PROPERTIES, INC., by a deed recorded in County Clerk's file No. ❑222281778, of the Deed Records of Tarrant County, Texas. Said 0.2740 acres of land being more particularly described by metes and bounds as follows: COMMENCING at a 5J8" iron rod found at the Northeast corner of this tract, and the Northwest corner of Lot 1, Block 4, SANDYBROOK ADDITION, to the City of Fort Worth, Tarrant County, Texas, according to the plat recorded in Volume 388-127, Page 86, of the Plat Records of Tarrant County, Texas, and said POINT OF COMMENCING, also lying in the South right-of- way line of SANDYBROOK DRIVE, ( a 60 feet wide right-of-way), and said Point of Beginning also having a Texas State Plane coordinates of N:6966306.17 and E: 2364599.76; THENCE N 89' 20' 00" W 85.55 feet, along the North boundary line of said LFP Properties tract, and the South right-of-way line of said Sandybrook Drive, to the POINT OF BEGINNING of a tract of land being described: THENCE S 00" 40' 00" W 14.55 feet, to a point; THENCE S 00* 45' 59" E 17.96 feet, to a point; THENCE S 360 07' 02" W 18.76 feet, to a point; THENCE N 89' 00' 14" W 99.83 feet, to a point at the beginning of a curve to the left; THENCE SOUTHWESTERLY 50.71 feet, with said curve to the left, having a radius of 40.10 feet, a central angle of 72' 26' 56", and a chord bearing S 56' 03' 30" W 47.39 feet, to a point at the end of said curve; THENCE S 23* 47' 59" W 13.63 feet, to a point at the beginning of a curve to the right; THENCE SOUTHWESTERLY 24.37 feet, with said curve to the right, having a radius of 21.64 feet, a central angle of 640 29' 52", and a chord bearing S 570 55' 01" W 23.10 feet, to a point at the end of said curve; THENCE S 89' 52' 14" W 24.44 feet, to a point in the West boundary line of aforesaid LFP Properties tract; THENCE N 00- 08' 21" W 83.51 feet, along the West boundary line of said LFP Properties tract, to a point; THENCE N 450 16' 52" E 22.47 feet, to a point in the North boundary line of said LFP Properties tract, lying in the South right-of-way line of said Sandybrook Drive; THENCE S 89' 20' 00" E 183.88 feet, to the Point of Beginning, S�••••rF containing 0.274 acres, (11,941 Square Feet), of land. C. RRYSTIAN •GALE..... ](I ` :A 6400 G:120251EASEMENTSILFP atSANOYBROOK-STORM ESMT-02.doc Sup' I JULY22nd, 2025 11 ARLiNaTON HARRiS RQAP MfNfS l.TP. EXHIBIT "A-2" °` rl$P-T; coo v2-23c:F40gz PAGE 2 OF 3 P.R.T.C.T. krr� c��re�-: I z rRF fT� ` 5ANDYT3RD4K DR. -- 23G.A Sli.2t 2.61X16' , 60' RICrHT-0E-WAY . POINT OF VOL38sRfGNr-OF-WAY CT.BEGINN1N VEINCATION ESMT - - N 89°2O`pp"W 16• z/2 � ON ROD sz.s3� Fouri;n-C.MOlJ. N 45°16'52"E �}� 22.47' PRIVATE DRAINAGE I L42 r Ia 0 7./2 (RON ROD EASEMENT 2 wl zU MARKED "MrFrAfN + & CRAWFORD" SET 0.274 ACRES OF LAND �z �Z w E24 E40 h°ti Lu Im Lu w — I z o>-Q I Q C; PRIVATE DRAINAGE w�r L - - - - EASEMENTNo. 2 C LL LL 0.23 q ACRE OF IANP g 4 0 10,421 5Q. FEET 00 }! LouI o X PROPOSED- --1 a LOT I., BLOCK I u rn LFP AT SANDY13ROOK N 6.3667 ACRES ui OF LAND I o 277,334 SQ. FEET l t- — — w F-- — — s wl I C� c7•:2 • I z a R RBYSTIAIV acii[E kl: Q1 I3l.G qa p.•,.•, Wy I SANlaYf3R0l 6400 ae.. pL. 389-1 ;17L�Y nd. 2025 �E-300- � PERMANENT z BRITTAIN & CRAWFORD PRIVATE DRAINAGE EASEMENT No. 2 LAND SURVEYING & TDPDGRAPHIC mAPPING 0.274 ACRE OF [AND _ rm ca ca-noxf logo o LOCATEP WITHIN PROPOSED TEL (817) 926-0211 - FAX (817) 926-9347 LOT � +iLOC� P-D. BOX 11374 • 3908 SOUTH FREEWAY 1 FORT WORTH. TEXAS 78110 LFP AT SANPY6ROOK, CITY OF FORT E1.R1 I Gamin®winoi-nn.roro-�a.., WORTH, TARRANT COUNTY, TEXAS SCALE I "=B0' .�_ l YlFRSITF- www hri}Inin-Crn�Fr�MC.nm (K.G.) G:IKRYSTIANIPROJECTS/RAY, ROBERT SURVEY A-1290 6.4 ACILFP at SANDYBROCK—DRNG ESMT.dwg 12 EXHIBIT "A-2" PAGE 3 OF 3 PRIVATE DRAINAGE EASEMENT No. 1 CALL TABLE Course Bearing Distance E30 N 89°55142" W 18.82' E31 N 08°03'42" W 40,38' E32 N 01°34'04" W 37.62' E33 N 03°42'22" W 16.14' E34 N 00°40'07" W 37.17' E35 N 02114'01" W 30.23' E36 N 01°23'57" W 63.23' E37 N 06°30'49" E 5.99' E38 N 00000'27" W 43.44' E39 N 01°25'46" W 50.27' E40 N 89°10131" W 8.68' E41 N 00°40'00" E 39.69' L42 S 89°20'00" E 4.22' L43 N 00°40'00" E 5.04' L44 S 89,20,00" E 33.72' PRIVATE DRAINAGE EASEMENT No. 2 CALL TABLE (Course Bearing Distance E21 S 00°40'00" W 14.55' E22 S 00°45'59" E 17.96' E23 S 36-07'02" VV 18.76' E24 N 89°00' 14" NI 99.83' �E.,F.•.r E25 Rad: 40.10' Arc: 50.71?Qw Fo•;s Tan: 29.3 8 ' CA: 72 ' 26 ' 56 " :.....................:... Chd: S 56°03'30" W 47.39' 1CRYSTIAN G4LEB[ENSK[ E26 S 23'47' 59" W 13.63' 8400 HQ.' E27 Rad: 21 .64' Arc: 24.37' 4 SiJR`1E Tan; 13.66' CA: 64`29'52" I�ZNE �r Chd: S 57°55'01' W 23.10 E28 S 89�52' 14" W 24.44' th. 2025 E29 N 00'08'21" W 83.51' G- - W PERMANENT 1 7 _ a - PRIVATE DRAINAGE z BRITTAIH &RA�IFORD EASEMENT No. 2 a 4�'EL LAND SURVEYING & TOPOGRAPHICHIC MAPPING 0.274 ACRE OF L,gri❑ MM CMUMCATIoa# 1010NO i-OCAT>E❑ WITHIN PROPOSED ($17) 926-0211 - FAX [617] 926-9347 f nr �, �n �+J LO I V h P.O. KX 11374 • 3908 SWTH FREEWAY FORT wOWTx, rE%As 76110 L_Ep AT SANDYBROOIC, CfTY OF FORT EMAIL: odmin9Gritloin-crorfard.com weesire:..,.enrlen-cro.rere.cem WORTH, TARRANT COUNTY, TEXAS SCALE 1"-60' ._ (K.G.) G:/KRYSTIAN/PROJECTS/RAY, ROBERT SURVEY A-1290 6.4 AC/LFP at SANDYBROOK—DRNG ESMT.dwg 13 LFP at Sandybrook - Storm Esmt 2 - 0.274 Acre 13/18/2025 Scale: 1 inch= 26 feet File: LFP at Sandybrook - Storm Esmt 2 - 0.274 Acre.ndp Tract 1: 02741 Acres 111941 Sq- Feel), Closure: n00.0000e 9-001t- (V229553), Perimeter=554 ft- 01 300.4000w 14.55 10 rA5.1652e 22.47 02 s0U.4559e 17.96 11s89.2000e 183.88 03 s36.0702w 18.76 04 n89.0014w 99.83 05 U, r=40.10, chord=s56.0330w 47.39 06 s23.4759w 13.63 07 Rt, r-21.64. chord=s57.5501w 23.10 08 s89-5214w 24 44 AQfl Ri 14 EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN YO OZ ", .!" U� i LOOP 820 SERVICE ROAD (NORTH BOUND) wF gym= ss �.......---------------------------- --.-.- - - - --- - - DRA NA ..... . ..... . . .. .. .-:. . ..::Q LEGEND =O" /� - - ----.- p® PROPOSED CE ��_ o ANA „ © EASEMENT 000000 00000 000oo00000 oo 00 O°�. i U ° o 0o o��q��o 0o I NOTE o000 0 o00000 ' PLEASE SEE THE PROPOSED PLAT ON p _ THE NEXT SHEET. 000000° OO ODU ` 00000 0 000°A ��--{{ PROPOSED VARIABLE ..-- - - — --. —.. — .... ...—!� �P 000 000 / DRAINAGE R H PRIVATE 0 0 0 0 0 o DRAT ATE EASEMENT 0 0 0 ° FOR DETEN71 POND i 0o r ---T n.;. � o 00 � I o 0 oo°Ooe _ oo".000° 000o _ I1 oo° oo°°°? I N a l °D°o o° 0� I W o 0 J F � JLFP DEVELOPMENT — °°— 0 4 ° o00 000�: o o° ° ° o°C o 0 000�G 1 I i i °000 I I I 000°c 000,,l-_z ow 00 Cj / / C "_"___................00°°°000u°°° 000 00,000000000800000000000 ° 2s�4Q�� 0'o s a6-a saso-a o-O-a°sa� as o osa sasoa5a a o0 o9s a9a sooQo a so �oQa°ao soo o4e°o9a ..0.0.... a%Ir 0000000000000000000 00000000000000000000 00 0000000000000000000000000. 0 -- 0000000 0000000000 00000000000 00000nn°n°rn° nnn nnnnn nnnnnnnnnoo°o°0°0 000000000000000000000000000000000000000000000000 000000000000000000000000000000000000000000000000 a._...._-----------__.._.__.__o o__o___---- ....____...........__.. _ _._ _ _ _._.___...._ - --___...__...................... �' : O PROP ARIABLE o MOTH PRIVATE DRAINAGE EASEMENT FOR DETENTION POND SHEET ,No. 01 SSE - . . ... .. ..... ......... .. . ..... ......... .. . . ..... -Z �'T ."7r""'��. Z_ Tt U, 1. loll. . ....... .. . EAST LOOP 82-0. 350'R14,HT-OF-WAY VOL. :532-3, PCf. 480, P.R.T.C.T. N 000746"W 334.74' 12- lia� > LOT I., 13LOCK I z '_F: z PAT SANL'IyekL) OK 6.3667 ACRES .�17gr w2 77,303F4LA5('�4I>F;r8T L.I_ZR 9 ri --M 1MV 2 gel- - - - - - - - - - - - 475EW= % I - - - - - - - - - - - - - - t II xPOINTOF AI --- II SANDSTONE DR. 5.MIS-rY - aLEN - -CT. — - — - — - — - — FALLBRCIOKCTJ SANPSTONE C_ r-, THIS PLAT llLll 11 N11111AMT N. 'E. D­. F -21-184 FINAL PLAT OF: LOT 1, BLOCK I LFP AT SANDYBROOK 2 BEING 6.440 ACRES OF LAND LOCATED IN THE ROBERT RAY SURVEY SCALE 1"= 40 ABSTRACT No. 1290 4! CITY OF FORT WORTH. TARRANT COUNTY, TEXAS GROSS ACREAGE: 8.44. PLAT PREPARED: OCT. 1.1. 2021 SIN.FIN# - - - - - '.;S-24 4 RE OZ d� Eosnrvc STREET CA-- sa.T cP \15 1 '• / \, SHONN BYI"REFEGH FAPLMI SET W 0210I t l /\ / I /' I•., 1 I / I / {\ v' / ! •� r `� / /IJ( jl�l/ \ Q Z z •' $�� Ewsnxc w° Rt $ I I PIPE W-2t0 ' 'cc QIl1LLw b"s� EXISTING 10INLET Q SANDSTONE DRIVE / 'l / p ! \ ` \! Q " -- f -- —E OF INFLUENCE Q55 - F}5 FEET NORIN OF Ms NTERSECnON. / _' / — ✓" /_ // /� y}a — / m ULLY DEVELOPED WANPTES DO NOT / — - / / / l i I D.OB AC V i RECOR ORAYANOGFlLE A0 IF�-ij ) Envc /� I t , t) a - /l• 11 r " •, ewsrlNC De_ mar � 'I ID'xlsr wET(2O'Lorvc; 1� i l:l ,!�� I( os11. —j' v \ I C / )� 1 1 I I / J 1 1 /�/ // ✓/ I I� ✓ / i os-3 '4 / / J / /~ lemma+`\ �' J / i /�✓ j /�" 1 I 1 \ / ( I � f J / ! // /; lilllll • °^s �� / J /� ✓ l J J I 1 c / J!/ / i I I` W a -Tel / / �� / f / / zsa Ac I / �x aOssD.66Ac ` cl IIlIIIII Gzcac I 0.w 1 f I • � ' ! / -- / � / J � i,\1 i OJ 1 I '�`" /✓'�s 6-' _. I/ l _ �J / /,_ / ) / 1 r I I \ I n D.I4 AC fFPk"ITP,T°f� > LOOP 820 SERVICE ROAD (NORTH BOUND) I,a:� ..�. lsl Mill dtt OF FORT 111, 1 STANDARD DETAIL SHEETS y NGC1tPORAIED HEREIN BY LEGEND REFERENCE' * BENCHMARKS * Al DRAINAGE AREA ISSUED FOR 1.14 AC ACRES REVIEW E a wAT 1N x. eeesne.nH c aesuvuTes on: ex,s DRAMACE DIMEC9-10 o DRARr INAGE SUEDE ewu a aie Ixu+ xrm u 1ED FLOW ARROW x. renwme ezxxemxlT r.ev eae.---TI"--- EXISTING CONTOUR oxuxxv aue - em T. FLOW GAIN (SEE SNEEI C-OS) /v sme unmE mw. ee wvxxm er rc mlmxelu �r ne ewc li —O`t EXISTNG STRCET EAPAd Y - SO.7 CF5 EXISTING R.o.W. LAPADITY 111 OFS � \`� ( C ! 5' INIET+I n \ SNOwN BY REFENCE PLAN SET w�_l0 -_�� r ( ---- / ` -- - 1� If �/ I _`_ �--- EXISTING 30-RLL T== J � I / , SANOYSTONE DRIVE71, _ EXISTING 10' INLET '6'A�- OS-5 r - _ EXISTING DK 10• INLET (20' LONG)I-_ o.aa "-- EXISTING 1 EX —LE ) I 10' INLET A ! !( R )� ✓ I -v yW� I �t i \ I ' ) I�j `�I eESlownAL (�( re. z1 i1 �, ✓ -.i 1 I i OS-1 ( I I \ i\ J - ' PROP. EMTHEN CNANNEL 1.E5 AC \ H + -� ti, - sir+ _-�� — ♦.t,_T �� J' =y rt =_��_'i—/-_'7 - 7 V I I� I' OS-3 Ll-L ..SELL/� ..._LJ yJ /iLJ j LJ )LJ/' / �p Pq J ii / g2 Q32ID S.7a AC 0S-2 J �i \ } I tl T ?I Ioz o.35AD � I 1 120 AC i LOOP 820 SERVICE ROAD (NORTH BOUND) STY DA FORT Wt)RTH. TX STANDARD DETAIL SHEETS NCORPORAM HEREIN BY REFERENCE. " BENCHMARKS = LEGEND ISSUED FOR CURRENT LAND USE: PD 1OF g PROPosA STORM DRNN MMHIXE PERMIT PROPOSED DEVELOPMENT OF COMMERCIAL BUILDINGS CONFORMS TO FUTURE LANE USE O w:.i-s-+Dio1r°x-Z- y �' — Al DRAINAGE AREA —TIC— — FLOW MROW EXISTING CONTWR NEIGHBORHOOD COMMERCIAL PER CITY OF FORT WORTH ACRES FENA FLOW WAY FENA IWM RWDPIAIN r+e�ixac COMPREHENSIVE PLAN I LAND USE 4°1°1fA " DRNNAGE —DE OEKLOPEO ULTIMATE AND CONSISTENT WITH COFW CM, - 100 R SECTION 1.2 AND SECTION 3.4.1. . L �„M,N DRMNAGE SU —DE FLGODPLAIN EASEMENT M� 00 SHEET No. C-05 6� 8 8 6 e k E§ . 3 e s s a s a e a q Is ga$g gA42.. fly Fl HIT Sac $a§ as r s a §3BC sFps $s Y g gp€ qg3 S666FSBSS I Ssrr 5o6 mAP eNNMp APAPaPAP rni��..Nnn��..r- nnrrrrrr �mmmSmmm., � I� a m�m�mPma "s $ ��aa�aaaa "s 8 p z m s �pwnWmpyung 'W"pwiuM �sg €m�zoA EMU -fti 12d o— a� d a t a 4 gggg c °_ ^ fpWR^e a =��� = c $ Rro v§ Y nnw� � �m uicn 4 nnw sa � geoogaaya 2e9 a av- °Tl'ii� r eon �lo�g$as I PROPOSED LFP DEVELOPMENT! DRAINAGE CALCULATION FORT NORTH, TX IN0. u£—S» JLIHIHV:4 CHARLES CROOK CONa LEpSl NpG, INC. ., MMMlR1ElAM1ENA6 5006J 110 I „v-m0-"ate NENBILW BY I .cumMon+w ro,wm a 9 i N O PROP. 10' W MAINTENANCEI \ 'I :. ' SLOPE SHALL _�y111 EXCEED T: PROP. 2G TORM DRRCP SAIN / iM:T_TIJT6�XF9f!IA:Li IhJ+:l•.. IN LEGEND E PROPOSED CONTOUR - - - - - - - EXISRNG CONTOUR X.. SPOT EIEVAROV - FLOW ARROW -----_____ GRADE BREAK • BENCHMARKS 4 u .;A �'ssa.bo't_r� •., ��� .�/` �: :=a838a 4: .... -�. •. �� : yVl \ PROP. 6' AIDE CONCRETE FLUME JI stF�y@9 ��Ip qp�a� Ta D A:e.dm1:I..�.M�d...� ////////////,/7/77F - �- � ekamnlnl o.ax0 /,ron, c m.91ryI• m- we, i v.lulp!1V.I. I---_--567_� I_ ` ` MIS PLAT IDENTBES A POIENTAL5PREUMINARY NEW FOi A STORM WATER STORAGE Tu 555..16 E D OF 4B.2 LF OF PROP. CONCRETE FLUME I % / FAoUTY KNOWN AS A DETENTION POIID THAT MAY OR MAY NOT M REWIRED. ME EARTMEN EMERGENCYI V PMD BOTTOM_ -I `PROP. PRIVATE I' APPROXIMATE STORAGE IS 0.26 AC -FT FOR ME REMAINED OF LOT T, BLOCK 1 7 AT OVERROW SPILLWAY DRAINAGE EASEMENT SANDYBROOK. IT IS EXPRESSLY UNDERSTOOD AND AGREED BY ME OWNER OR OWNER'S EARTHEN SANDYBROOK DR SWTMA BOUNDARY A-1 DESIGNEE OF MAY SPEOFIC LOT OR MACE WTMIN ME PLATTED SUBDINSION MAT ME OWNER GENCY L- �^ 41.0 S.Y. OF s SI OWNER'S DESIGNEE UI LS TE TRACTS SNALL BE RE`RME lE TO DETERMINE IF ME SPILLWAY \l EROSION CONMOL J� SITE DEVELOPMENT REWIRES DETENTION AND PRODADEMEN Fdt ME NTNALON III REQUIRED VOLUME -o s-o >_ -s •- _ s o ✓' FlNTI CATION IF REQUIRED WRING ME SITE ML ANP NT. IF DETENTIW IS REWIRED, ME EF-LEDC aoY51GTMETEUTIOu vOLUME 0.NE REQUIRED EASEMENT MpY E MORE OR IF THANo- - CURRENT AT CC NN W H THE CI SNOT IF REQUIRED, THE ATENEGN CRF FUND DESIGN \ E H ITN THE CITY OF FORT wORTry 6TGRUWATER CRITERIA MANUAL THE NE THE DRAINAGE SNOT IN SUPPORT OF GRADING PERMIT IS SUBMITTED �o INxI PIPE SECTION O-O u T..$. V NrtE9aam lM ni) <I AaPEJ / —tI s�E SECTION C—C N.TS ]89 Ofi]' CS -CFS V =13.T3.5 FPS SLOPE=25.0% 3' CONCRETE FI ME DFTAII CONCRETE FWNE FORD BOTTOM 017' E.33 FLUME DETAIL N F ` S D) STANOARO DETAIL— RE�ERE��E�D HEREN ` V" eelm ams ccr seA zs-oea SHEET No. 01 FBI I FACILITY KNOWN AS A DETENTON POND THAT MAY OR MAY NOT BE REQUIR ON OWNER'S DESIGNEE OF LOTS OR TRACTS SMALL BE RESPONSIBLE TO DETERMINE IF WE SITE DEVELOPMENT REWIRES DETENTON AND —DE FOR ME FINAL DETENTOI VOLUME MITI ON IF REOUIRED DURING WE SITE DEVELOPMENT. IF DETENTON IS REQUIRED. THE RNAL GETAILEG ANALYSIS DETENTON VOLUME AND REWIRED EASEMENT MAY BE MORE OR LESS TWAN INDICATED IN WE DRAINAGE STUDY IF REQUIRED, WE DERMTON POND DESIGN SHALL BE IN ACCORDANCE WTI THE Ott OF FORT WORTH STORMWATER CRITERIA MANUAL OUI AT WE TIME WE DRAINAGE STUDY IN SUPPORT OF OIAOING PERMIT IS SUBMITTED 7- Maw±.a N� �I a�m'llnj = Ec mI =+ao lea Iry �/ am YU SEE C— SECTON—A--A ANDFOBR BCROBS 1 9 U z � ��l Z: }pry' W —It, gg3�Y B0 It Fi66 iZ °0 \I POND OUTLET STRUCTURE DETAIL NTS SF ROCK HIPRRP� I A- W� OF N LY, —AGA. D""�L SHEETS CORPORA IED HEREIN BY REFERENCE (� * RFNCNMARKS + N C e ..a.�,ewlax N eew,e.en. [ mwn w o waB ��uT xw s« E IQ LEGEND ® PROPOSED CONTOUR - - -5'.v- - - EXIBTNG CONTOUR X�W SPOT ELEVARWV � FLOW ARROW _--------_ GRADE BREAK � ?" n�\f.. SHEET No. mHm np mv�,N W „„ W,M.W. A. 02 PIPE CL :z "C' jz, A F -- — — — - P., POIND/OUTFAU. RATING CURVE OUTLET STRUCTURE TOP VIEW NTS IE6 �'!!l TO 554.6 rn,1 17.4 THE DETENTION STORAGE REQUIREMENT IS MET FOR Ek� N STORM EVENT AT E INDICATED DET. ELEV (DETENTION ELEVATON). THE PF- Q.T IS THE DISCHARGE FROM THE DETENTION POND AT THE CORRESPONDING DETEN'NON ELEVATION. THE DISCHARGE FROM THE DETENTON PONDFOR EACI1 STORM EVENT WILL NOT EXCEED THE ALLOW Q., A E. d t =11 "NY- 11.1 112 11 2�1 I 1.1 1 112 *1 11 1 6-#3 BAR AT 8- MAX. SPACING 6-#3 BAR AT 8" MAX. SPACING 112 .1 d #4 BAR -#3 BAR AT 8- MAX. SPACING OUTLET STRUCTURE THIS RELEASE WEIR MITIGATES THE INCREASED FLOW FOR THE 1, 5. AND 100 YEAR SECTION A —A STORM EVENTS USING A SINGLE RELEASE STRUCTURE. NTS OUTLET STRUCTURE FRONT VIEW NTS OUTLET STRUCTURE ISOMETRIC VIEW NTS SHEET No. ISSUED DFR REVIEW � C-23 cz 2g�12j RIN _ y` $�Iffi 8�€�q 90 RnpUo k �52 M m �iPY'a> 'a'a'a !II gd 1� O 's%iMAA� �S Ni 3 s gg��o A j� Ia �y UP Ro& gggg STORM DRAIN LINE A I P&P DEVELOPMENT O o aw.I3:r' � I I N0. BEMSIIX! «L-S» ZISIHX:4 �a i I II I CHARLES CROOK CONpSU LUTING, INC. BY „ww.wwKo.,u em --------------�-/-- ----------- U..�` `� I� \� I OYZ ------------------....`------------------------------------------- ---------------\- s € 7 r PROP. PIPE 55a.e I MO.]4 H - r . - - �\ - - } -•- - - -. - 93 R J - � r'. )_ - -- - _ f =Z`�� \ 5 .98� \ 556.8-556.81- t ry 58 1 I/ Y ` ' /%1.6] 84 1P U O „ / 5 / 55 72 V 58.88 TP 5 ].e6 1 I 9 n / 59.18 558.88 596,]5 556.]5 ] 5b6,fi0 1 b00 " 68,25 556-25 \ ssr ro - 5581L `]5 95 �5 sn as 955 93559-1 aBe 9 \ I \ w I 55],]3 y__J, 14 �� PROPOSED (BLDG. No.i) /) PROP. R. FFE - 560.0 PIPE I •Z ' _2 558.86 J 559.75 9.83 55 .] �T62 J 1 i r 111✓ I I .... . SSB.tfi 55850 1�558.00 � SSB.J2 58.fi4i 55].68 ... .. .. .558.50 .,..v.. 559. 558.559,18 aa 559:20 .... ... .... .. ... ... _ ........ 559 22 - --- -- ' 559.)2 559.]2' S59.22 559.T2 559.)I ( ` RI \ 558.00 ���� 559.]1 559.22 59.52 559.g00 559.02 x Ili I i " - i 65A.68 �ss9 ea s _559-]4 _/__�` i / \ �i�� .`__ .-.--sue_" • 560.1] -�-- C LOOP 820 RFRV[rF ROAD (NORTH BOUND) BE(JCHMARKS LEGEND amp« PRorosca caNraiR ISSUED FOR Mw E �.. �5 ry La WR PERMIT S x— .mar F�va nau mxw er cure xur xuv w £LOW ARROW SrA a< FORT w H, M mv,x.o er STANOARa DETAIL SHEET, cRAOE RREArc �rvC0.9P0.4ATED NEREw Br R&£R£NLE. N _ ILE%P__J _ J L N 3 08E - iWNDATON - - - - I PROPOSED I W F !r L 3E%P05FD '� R -. PWNDATW 5fia.fi65Tfi�8- 71 [v � q O / J' 563.9D 9 1 x V Er q\ Z 562.33 � R S616a --- IIIKKKK SHEET No. mww.rm-� e^ C-12 00 ZI 7.5' UT 7 PG. 8EV ............ . M8,,j 2 --------------- --- -------------- --------- --- I--- z zj, mg -IS Vw) F U if . Fskfr, V. --- ---------- -71 -1 �3- 7Z 47 ,56Z47- 62 M5612P6T , z. 4p 06 eaoz W 56-1 W ---------- 75 7112�. -4 t t L--J /L--j 4 q. I III 56- 4.797 4n .�4. 4 1.:..: `'.-a s64.eam tl G'�G ` I II II',.1II'n I I/ // // /I /I 1 11 l \ I\ R I I j II I 0.,w j V j t1l W- 564.31 /564.10 3.62 3 — " - --- LOOP 820 N) C-11 Ro4D- -(NORTH -B6 uxpy- "-LW- BENCHMARKS '57T27 --ale -1-2 LEGEND - - - EASDNO OOHTODR x3 w SPOT ElEVAIXAV - - - - - - - - - - WAOE W. ISSUED FOR PERMIT srARDARD "TA SHEETS INCORPORA/EO HEREIN BY 1, J,- SHEET No. C-13 'SANDSTONE DRIVE �z®a J ji m \\ Nf' SALL R, MK CHECK S. I I� QZF� FE IU \� 0 ERFLOW L R M1FNF— E '.E U 4E rvFCFL I V U „ SECC F 4 � STRUCNRES {. 1 IC `. IN OTKRFLOWYE ' f as R M1rnec mr FIV 5 LL RXF CHECK..' BEGN \ 30 %50' 'RWCSEO OHAIN'ACE ' OGM f REINFORCED ccrvslRucRaN CH / ;' IIf \ I `,, •` _ _ _ A SILT FENCE - EV'RANCE - - - - - - \" .' Lam. L _ ` ^•' lam♦ 1 _ ._...... ___ �1 r R NsrA ravrRFT- TML� f �' 1 I wA>il-Gu- T CF-N `r INSTALL wIET � RENF c w u INSTALL SToNL -' `OVE1C O w �.:�/_ - --�� - - �- --T-� - LOOP 820 SERVICE ROAD GYP, o - END REINFDRCED SILT FENCE IY / / O NOTES. ]. AREA ACRES ., WOR DF FORT TH. STANDARD ET NDARD DETAIL SHEETS LEGEND INWSTA ® REFERENCE O HEREIN BY OVFf{FLOW STDNE STRUCTURE REFERENCE. —RSF— REINFDRCED SILT FENCE ISSUED FOR -[ FLOW MR" PERMIT NOTE: CAD➢�Y:11" . I. WDETATION MUST MATCH Urv05CAVINC 1 FAAN SHEET rNo. C-29 N LZ > 8 3 Rw =g4 € € fr ff �y g Uy a = c r - w n a a r =m 4q4 84�88 g 4=888 w3 �'," a s> = g _ gig > > s>mem ;=sg==E �� 1 g _ h § g� a a. > a g g $. :$o' 6�G - gg a"a m g "gym A3^o 3Oi$4i$`3>'g gi 8 >8 €= R gR R Rm 7y "- vA § gg: $ a R 7R m'$9 FAR $H a __ gg�$ $R a QR 'RP sfi� $!R R oA €��'R pa € $€ R o m, L09� „9 g m�$Rasn Rm a G — ggg i f 12, IR a¢g Q< $ gs m El Bg s^ p g mpg y�?pep" £" `g g o o€$ m R$@ g fr g ;g $€=sRa I4ggqsgy fi wB =ms �p aR gRa§�>gg �9 Fg=g 8=g m g o4 Q gg _➢R �s wow m$�pg� g€�Og a o9Rg£ W!0108'g8z p$ aoR 'g> _@ A g aka o € _„ 7 R o� R � x � 9'4 r$Hgal $ R sag a€ $ a _ age R m ?� �F � R E€=9R 8e6$-;Emu s R p m s 01 XV = R w $> s: !m RgRg ' m ug a apa A, A, $1o's- m a ' RA�•;sg� �R�==5 a Qo n �a �.g=_> _ R s" =m 9Rzm "ga = e §m ag z$, _ g` sty __ ��w�s �� gag - Niggasgm=� �_ �s " aHRd€g=4 NH1, N $ `24ko m- gC ��48g 6 B$o $: doe ➢G oB�R�S�sz � 9 n �� m� 3 8 m gwy�Qw m8„o" Y Sul $ °s'sx H_€ o ' s"„ oyyy� o g $$ R>c_ RO sp��py e g i F =w $ g$ RR g €W €p>P 'MR,; g R s gag o FR `sm eBgg " g Ro a mg d s $g $ od EB F ,$2. yg I I CHARLES CROOK CO x I NSULTIN."•G, INC. j M $a gi EROSION CONTROL UP DEVELOPMENT! I �u y O zjo-pw3� , NOTES FORT WORTH, TX ?21 R S tl I N0. BENSILW BY I„ aO0''Wnewm «i i'g» ZIUIHX:l m i �Q I - 5 ;',Eml V b1g, Ib, flo, ji. pill 3 W4 .,e In igm 1 1 -41 q i g fill 1 g sp -gj -n-"i ggpm 4, !j R R It N,31 91 sm Mp WO liMg. N5 E 0 HI Ala, Al 5 Ri i1j" i g4' i 511 115 j; 401; Px fill Ix CHARLES CROOK TAILS (SHEET I OF 'dip EROSION CONTROL LFP DEVELOPMENT! p DE 2) FORT WORTH, TX : 66ZI-999 IIUIHX:l 6Z w AN ill P hd ON& IN "Q'i R!�� 414 ;� g I ROSION CONTROL UP DEVELOPMENT! E Oil DETAILS (SHEET 2 OF Z) FORT WORTH, TX A1-9» IIUIHX:l CHARLES CROOK I CONSULTING, INC. dip A RENSLW BY I lRok ��.1. I o, �rlw+Maray xwa EAST LOOP 820. CUrban Forestry - Phase 2 - Tree Plant r n 350' RIGHT-OF-WAY General Landscape Notes: onN mmalnedzed trees mey be danwd from dune -August Irrigalion system W be desgmd, pemided end msmled by Irrigalicn Cmbaaor. Rekr to-11S far dantlng requhamenb. Edge 0--. loc— may vary from W.Uon slWwn on shell. VeMy dantlm requiremena MM City of For WOM prbr W lAntem or planting d any lanesape. Landscape Notes: 1. CmI.—to mo I -A pl-btl g woh AM lnigalbn work. PWt only when me work al Omer Iwdae are mmplelMy installed all apewlrorel. 2. Mo sabslMbe In smcMW materials m pnMoa anal) W made AMwt wXtlen approval by Ownx. Maredds: a. InlellY sdi shall be iwm m1b,. tl source. Material to p a ,,d b of par8.S lS,Hposae t..., maXer,sandy ham ropsel as prep arespMviral EaM. Soil Builtling Systems, Sim kll Clink, etu A represenbWe sampb d malerlal and All 0_ on dcmbal antl physkal analysis M same shall be eppmvetl, f. All dew metah6 shel mMmm W apeaUmtlon aequlrements era kmts, sun maid, ab1M.1 of alsggurements Provde reprewnW. samdes abth-Uty and 1 NI bad gredes to be lowwwd or wised W wquiwd level. to amnmmo - repa—ilpl-lA-d Wpdreving Sitebasegwae -lber in—b0ly If building mrlbactor Coniraaor snail Gean all gretles d mnstivalon tlebds One t II base 9-1 W 8 nch depths before back fling vlh Wpsol all pave so matermis 2 Delver plank and Rant ng products W project Mle when seN phnls or products are ready fw eppl wgon orm-Mlian. Delver no dams mat will nplanted for more Ivan 2a hours. Ii plants are to remain on see ror mreorelNan 2d hours, mey shall be healed In wlm approve maMdds ana ethods. Plant onN under tleskade enNronmewd ana hordmm,rd mndllbna end use appropdate equipmentbme sPaM PWMB or preparatlon reek requi w. W N Mahwm eagirg. pinning, feniiivm, watering, w lw and any Omer such actNt' rasmon W Me maintenance of ll—pbg. AN areas shal ba kept free of h. W.1 weeds, am Omer sea, mawdnh m A.- l a pert of the is—pl1q. NI bash and maintenance debris from M. -MA wojed awe shal . removes on a daily basis. Wnd—hq Malmamnm: The properly comer, levant m agent snail be Iba malnlemnw of all wqulrea I --plug h a h-My. neat —fly ana Me -growing mndltlon et all Xrrrv. Tnb shell irrclutle mowing, etlgirg. he I t... g, irtgatcn, weedrm. ended a such a 1 W kW wmmon b I malntvrenw al lanaswpl—b—.1ea awes steal ekepttreed Pl.n. IXer, weetls and Omer such mateAe th p a pas of tic lantlmedng. lant y— MM mat ale anal be repmcea with plain memdNs of Mmllar varlery and M. blang a requlrMem 0 w states , Me cfty�mae�l ply.Mn me vebiih 2) the propedy owrcr is responsible forrewlar weeeinp mowing Idgel Wiibinq Arun ng end omen me menenm loll pbnlings Me rmulrad lamiswdng must be ma me ned in a b"Rhy growing wrd liras IMAv e� Q 0 0- Tee sgNeCMM MNtN COMMON WUNE 6o—C —E gam. x Mbl. Mry C— t 1Tws Rea oak canna 'nL - bowvew. aggW eq. Fk PwnMrvs perrcyMnba 'wk Cal xr bww gww. �N.g00 BMtl C)yrav TeandNm astl 6'wL - ) C9tw. meavrtl lTd aboeveae. napekasNv k.gwMrwrM. SgY Mrxwtr pwawllpx CM1bwk kmh S Mhd 91'w mvusatlb'8abpwaraw a100%Fl '' ���J1 I Tebb B: NMlpkw FavhyA— fse—P.P .-xV xCIDFl M 3 S+a Uµe urns vowwaraA� u'I�PzM rasa a�' xawa�roew m.we saw W_^W Ireaa.ra, zaaws.>n=alwemgrkba 4pp xe+ amy w.wJarxw S. /vav m wary aw �+.y ,I .rmmnrwrw -w, m`5:xa. x. rwzw- .r�",ryryryry� - aavuucvra I ?l'L_ � __ - rmrvgxr -. l xvo-xosxs „� DETAl- TRCC PLAT. TIN�ss TAILa SMRI IB /::RG 01EF DETTAl- -EEL -61' : CPpA�ENTING DETAILS oA)a0�12512025 Urban Foreslrv- Ph— OF-1.1 M 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. 30 FORTWORTH Exhibit "D" : ttQ,t,a-C, du INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN st�anag�em Facility Name: Facility Agreement Number: BasinlPond Number: Inspected By: Date: Type of Inspection: Annual , Quarterly , Monthly , Routine , or Storm Event , {# days since event j Basin Conditions: 1. Is there standing water or wet spats? 2. Does sides or bottom show signs of erosion, settling, cracking, etc? 3. Does dam or emergency spillway show signs of erosion, settling, cracking, or other problems? 4. Is there evidence of animal burrowing in dam? 5. Is there evidence of changes in shape or volume of basin? 6. Do vegetated areas need mowing? 7. Are there trees or woody growth in dam? S. Are there areas that need to be re -vegetated? 9. Is there any accumulation of silt, trash, debris or litter in the basin? 14. Are there any other basin maintenance activities needed? Structural Components: 1. Are pipes, channels, trash racks, etc. free of obstructions? 2. Are pipes, spillway or trash racks in need of repair? 3. Is the low flow or trickle channel in need of repair? 4. Is the outfall channel in need of repair? 5. Are there any other structural maintenance activities needed? Plan for correcting deficiencies: Yes_ No _ Comments Yes No Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes No Comments Yes No Comments Yes No Comments Yes No Comments Yes No Comments Yes_ No _ Comments Yes_ No Comments Yes_ No Comments Yes No Comments Signature: W Date: IfI►A}a.9: a29: 1iRl-l: IZW44I W Form CFW-6 Appendix A Owner's Representative I-QiWA