Loading...
HomeMy WebLinkAbout064907 - Construction-Related - Contract - FTW Vickery Lodging Associates, LLCDate Received: 3/19/2026 Time Received: 4 : 34 p.m. Permit No.: SWFMA-25-0113 City Secretary No.: 64907 UNDERGROUND STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 1 7th day of March 2026, by and between FTW Vickery Lodging Associates, LLC, a Wisconsin limited liability company, acting by and through C. J. Raymond, its duly authorized President and CEO, 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 1.046 acre tract of land situated in the Heirs of J. Childress Survey, Abstract No. 250, City of Fort Worth, Tarrant County, Texas and being part of that certain tract according to the deed recorded in Document No. D226010702, 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 Springhill Suites by Marriott Fort Worth Downtown 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 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 1 Rev. 03/01/2022 BN 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 wliateyer- 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 Landowners. 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 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 Drainage Easement Facility 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 Drainage Easement Facility is located, which do not impede drainage. Landowner covenants and agrees' that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owner's association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this 17th day of March CITY OF FORT WORTH Jesica McEachern Assistant City Manager City of Fort Worth Date: 3/17/2026 Approved as to Form and Legality: Al. ke vl;n Mn (el-s, 11 M. Kevin Anders, II (Mar 12, 2026 14:37:55 CDT) M. Kevin Anders, II Assistant City Attorney City Attorney's Office Date: 03/12/2026 ATTEST: _, 2026. LANDOWNER FTW Vickery Lodging Associates, LLC a Wisconsin limited liability company By: Raymond Management Co mpa Inc. Its_ GoyRpjgg Person Namerlareflftey Raymond Tit side CEO 3.6.26 Date: 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. a�vnop c boo F pORT�9�d 0,02 0•l0 Pjzu�) " o =d 0 Jannette S. Goodall City Secretary Date: 03/19/2026 Kandice Merrick Planning Manager Date: 03/12/2026 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT cJ Rev. 03/01/2022 BN STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on March 175 2026 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. & �2i 2Gii Notary Public, State of Texas �R Py KATHLEEN BRADFORD n NoNPublic s r STATE OF TEXAS Notary I.D. 12197197 OF My Comm, Ex .Apr. 12, 2027 LANDOWNER STATE OF I� i 5 C COUNTY OF b a, 1� § BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared (name), 1 r c Q - . - Q CC o (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 T W' v/ 01-, �--�' ,� P55" `k`� , l't' L (entity), a L: w6; %' I-y C ,^rLk. (entity type) and in the capacity therein stated. // bl GIVEN UNDER MY HAND AND SEAL OF OFFICE this 6, __day of /1111cr-Cl• .20rEL Notary Public, State of W,) L,-„ �: N o TA R �-`•• � � r .. ,� I{.FOE WISO %N STORMWATER FACILITY 1VIAIN7ji1A1KJ6AaREEMENT Rev. 03/01/2022 6N 1.1 EXHIBIT "A" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" DRAINAGE EASEMENT SITUATED IN THE HEIRS OF J CHILDRESS, ABSTRACT NO. 250, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS METES & BOUNDS DESCRIPTION BEING a tract of land situated in the Heirs of J. Childress Survey, Abstract Number 250, City of Fort Worth, Tarrant County, Texas and being a part of that certain tract of land described by deed to FTW Vickery Lodging Associates, LLC recorded in County Clerk's Document No. D226010702, Deed Records, Tarrant County, Texas, said tract of land being more particularly described by metes and bounds as follows: COMMENCING at a point for the intersection of the south right—of—way line of Industrial Avenue (a variable width right—of—way) and the east right —way line of Main Street (a variable width right—of—way) for the northwest corner of said FTW Vickery Lodging Associates, LLC., tract; South 87 degrees 52 minutes 01 seconds East, departing the east right—of—way of said Main Street, with the south right—of—way line of said Industrial Avenue and the north line of said FTW Vickery Lodging Associates, LLC., tract, a distance of 10.00 feet to the POINT OF BEGINNING; THENCE South 87 degrees 52 minutes 01 seconds East, continuing with the south right—of—way line of said Industrial Avenue and the north line of said FTW Vickery Lodging Associates, LLC., tract, a distance of 124.45 feet to a point; THENCE departing south right—of—way line of said Industrial Avenue and the north line of said FTW Vickery Lodging Associates, LLC., tract, crossing into said FTW Vickery Lodging Associates, LLC., tract, the following courses and distances: South 02 degrees 07 minutes 59 seconds West, a distance of 36.71 feet to a point; South 87 degrees 51 minutes 47 seconds East, a distance of 77.17 feet to a point; South 02 degrees 07 minutes 59 seconds West, a distance of 60.00 feet to a point; North 87 degrees 51 minutes 47 seconds West, a distance of 92.17 feet to a point. North 02 degrees 07 minutes 59 seconds East, a distance of 95.71 feet to a point. North 87 degrees 52 minutes 01 seconds West, a distance of 110.45 feet to a point. North 47 degrees 07 minutes 59 seconds East, a distance of 1.41 feet to the POINT OF BEGINNING and containing a calculated area of 6,190 square feet or 0.142 acre of land. NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, 4202, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAY JOB NO. B0010496.002 StephenfR, Glosup C/ Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com January 21, 2026 �rNAA 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 (TX REG. F-11141 �P•r G ! S 7 �'R ��.y' STEPHEN R. OLOSUP 1171 •a•s•a�•r ° sup PAGE 2 OF 2 EXHIBIT "A" DRAINAGE EASEMENT A PART OF THE HEIRS OF J. CHILDRESS SURVEY, ABSTRACT NUMBER 250 City of Fort Worth, Tarrant County, Texas. EXHIBI T "A " DRAINAGE EASEMENT SITUATED IN THE HEIRS OF J. CHILDRESS SURVEY, ABSTRACT NO. 250, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS /, — D6, POINT OF BEGINNING POINT OF COMMENCING"' / n 10.00, S87 52 C11 "E N4707'59'E� 1.41' b `®—// STATE OF TEXAS PARCEL 25 VOLUME 10890, PAGE 10681 O.P.R.T.C.T. INDUSTRIAL AVENUE (VARIABLE WIDTH RIGHT-OF-WAY) STATE OF TEXAS PARCEL 27 VOLUME 10516, PAGE 1085 O.P.R.T.C.T. POINT OF — BEGINNING S8752'01 "E POINT OF 124.45' COMMENCING J / N87°52'01 "W 110, 45' S02 07'S9 "W 36. 71 ' DETAIL A! S8751'47'E ku 77.17' cV O 6,190 SQUARE FEET 3 O Z 0.142 ACRE STORMWATER FACILITY h O O a MAINTENANCE AGREEMENT O O O LU LU BURNETT REALTY N87'51 '47"W COMPANY, LTD IIA a � [ -rw �nc�:-RY ��c��civc 92.17' C.C.D. N0. D215002785 D.R.T.C.T. �.R l.0 T ' 0�Till 0 50' SCALE FEET 1 "= 50' E. VICKERY BOULEVARD p (VARIABLE WIDTH RIGHT-OF-WAY) . ` S�T�e*. e C.C.D. NO. = COUNTY CLERK'S DOCUMENT NUMBER STEPHEN R. GLOSUP D.R.T.C.T. = DEED RECORDS, TARRANT COUNTY, TEXAS • P.R.T.C.T_ = PLAT RECORDS, TARRANT COUNTY, TEXAS .;����,: � SUR`I A metes and bounds description of [WhAWAY 01/21/2026 PAGE even date accompanies drawing. 550BaileyAvenue • Suite400 • Fort worth, Texas76107 Tel:817.335.1121 PAGE 1 OF 2 DATE: JANUARY 21, 2026 (TXREG. F-1114) JOB NO. B010496.002 S, EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev 03/01/2022 BN til STRM I I I I {, I I I I I I I I I STA 1+70.83 — (1) T -I - NOTE: STORM OUTLET CONTROL �� MANHOLE REFER TO NO SAVED OR PROPOSED TREES ARE SHEET C10.10 WITH CONTROL WITHIN THE SWFMA BOUNDARY PLATE DETAIL CONNECT TO UNDERGROUND j DE7EN770N SYSTEM _ BY OTHERS N47T-1 GRATE (OVERFLOW) FL 12"OUT = 612.30N _ - N 6956505.07 _ -- _ SWFMA BOUNDARY �/ E 2329934.01 CONNECT TO GRA7E INLET _ - I UNDERGROUND DETENTION SYSTEM (EMERGENCY OVERFLOW) I ? FL 12" IN = 613.85 N N 6956498.06 CONNECT TO r E 2330012.03 UNDERGROUND DETENTION SYSTEM _' - - ' FL 12" IN = 613.50 NW _ s°AccESS ss N 6956491.17 - PORT = I CONNECT TO E 2329930.66 _ t , H UNDERGROUND DETENTION SYSTEM 3 ss•Access - 9 FL 12" IN = 613.85 E X MANHOLE � i N 6956494.20 w € E 2330014.91 nn 1 CONNECT TO UNDERGROUND DETENTION SYSTEM I - - FL 6" IN = 614.40 SE i N 6956448.35 J E 2330013.08 - s- CONNECT TO UNDERGROUND DE7EN77ON SYSTEM _ - — CONNECT TO INSTALL: 10" 22.5' BEND UNDERGROUND DETENTION SYSTEM FL 10" IN = 613.50 W FL 12" IN 614.00 S .21 N 6956452.49 N 6. E 2329929.19 ,30001.01 E 2J3000 CONNECT TO UNDERGROUND DE7EN7ION SYSTEM FL 12" IN = 613.50 S N 6956448.52 E 2329939.14 ouw►way 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 (TX REG. F-1114) (I 0 70' 140' GRAPHIC SCALE IN FEET EXHIBIT B SPRINGHILL SUITES 101 EAST VICKERY BOULEVARD LATITUDE DA # B0010496.002 VICINITY MAP SPRINGHILL SUITES TX---- ---- SOUTH MAIN STREET CITY PROJECT NO. 106686 MAPSCO NO. 77E COUNCIL DISTRICT 9 32.7439610068 & LONGITUDE:-97.3253603168 � w D U P MWAY 550 Balley Avenue • Suite 400 - Fort Worth, Texas 76107 Tel: 817.335.1121 (TX REG. F-1114) ENGINEER: DUNAWAY ASSOCIATES L.P. 550 BAILEY AVE STE. 400 FORT WORTH, TEXAS 76107 PHONE: (817) 335-1121 CONTACT: BRETT STEPHENS, PE GRA 1 PROPOSED OUTLET f ELEVA77ON = 61, 0.�v VR/rmfIr- ELEVA77ON = 612.30 STORM MANHOLE RIM ELEVA77ON = 619.05 P OF OUTLET PLATE .EVA77ON = 61ZJO ?OPOSED STAINLESS 'EEL OUTLET WROL PLATE 33-FT (4-INCH) .IR ELEVA71ON = 615.85 ?OPOSED 24" STORM PIPE )NNEC71ON TO CON7ECH CUP -7FN71ON SYSTEM .EVA77ON = 612.30 4'x4' STORM MANHOLE WITH STEEL PLATE STRM - 1 - STA 1+70.83 NOT TO SCALE ,2%V EXHIBIT B 4' NAWAY SPRINGHILL SUITES 550 Balley Avenue • Suite 400 • Fart Worth, Texas 76107 101 EAST V I C K E RY BOULEVARD Tel: 817.335.1121 (TX REG. F-1114) S TRM - (7) 650 650 w I � 645 645 640 la i • a 640 635 _, 635 It Q 1- 630 0 !I o n �, �' a � � 630 � ui 5 o � ;W Oa �=�41%� Jo a4 lc� 3r .� N (] vYEi 8-arm- . 625 ivy --- - - - - 625 620 1 i 620 615 - --- , ; - - -- - — -- -- - - 615 610 610 �18" 12" HDPE ASTiN F2648 ® 0.559 605 HP STORE W F2881 ® 1. i 0%'- - - - UNDERGROUND DETEN170N AREA 605 —0+25 0+00 0+50 1 +00 1 +50 2+00 EXHIBIT B 1)UAWAY SPRINGHILL SUITES 550 Balley Avenue • suite 400 • Fort Worm. Texas 76107 101 EAST V I C K E RY BOULEVARD Tel: 817.335.1121 (TX REG. F-1114) County Tarrant dging Runoff Coefficient 0.45 Proposed Runoff CoefRcient 0.90 Bypass Runofftoeflicient. 0.87 W 0.58 Acres. Area 0.98 Acres Area 0.16 Acres me of Concentration 10.00 Min. Time of Concentration 10.00 Min. Time of Concentration - 10.00 Min. Year Intensity 4.06 IN/HR 1 Year Intensity 4.06 IN/HR 1 Year Intensity 4.06 IN/HR Year Intensity 5.74 IN/HR 5 Year Intensity 5.74 IN/HR 5 Year Intensity IN/HR NSYear Intensity 9.24 IN/HR 100 Year Intensity 9.24 IN/HR 100 Year Intensity IN/HR Year Runoff 1.05 CFS 1 Year Runoff 3.58 CFS 1 Year Runoff HN CFS YearRunoff 1.49 CFS 5 Year Runoff 5.07 CFS 5 YearRunoff CFS 10 Year Runoff 2.39 CFS 100 Year Runoff 8.15 CFS 100 Year Runoff CFS lowable.Release Rate Actual Release Rate 0.49 CFS 4,,,=. 0.36 CFS Ca' -t 0.69 _ ICFS l>r_;,.= 0.47 CFS Q.. rcc r'� 1.11 CFS Qa, -R}7,? 1.04 CFS For 1 Yr Return Period: e=0.8217, b=43.653, d =8 able 5.15: Tarrant For 5 Yr Return Period: e=0.8142, b-71.154, d -12 County Rainfall Data For 100 Yr Return Period: e-0.7798. b=110.2i17, d =14 T,a=M62:66Min. For 1 Yr Return Period: a=95.84, b =13.43 Tabu 1.18 RainfallTs=Min. S Yr Return Period: a=170.81, b =19.44 T„�+.0"Min. FactorsFor Far 100 Yr Return Period: a=322.07, b =24.39 in. P,�,M443 Pry:=. 1.77 in, P..in.2.95 in. P.,1n, Pr60,Mo 5.44 1n, V� j 3387.10 Cu.Ft VM,„,= 4299.59 ,Cu.Ft 6024.95 CO -Ft Vms= 7151.03 Cu.Ft �.-. wLerrveas-= 10277.66 Cu. Ft VM,,,co= 12604.35 Icust 550 Balley Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 (1X REG. F-1114) EXHIBIT B SPRINGHILL SUITES 101 EAST VICKERY BOULEVARD From Pond Sheetlinfo (Rating Table Generated Using Pond Paclo Elevation Stage Volume Discharge 612.30 0 0.000 0.00 612.80 0.5 774.333 0.16 613.30 1 2,176.667 0.27 613.80 1.5 3,752.000 0.34 614.30 2 5,430.667 0.41 614.80 2.5 7,154.667 0.47 615.30 3 8892.00 0.52 615.80 3.5 10604.67 0.56 615.85 3.55 10774.33 0.57 616.30 4 12,256.000 0.9 616.80 4.5 13,802.000 1.54 617.30 5 15,101.000 2.39 617.60 5.3 15,501.400 2.94 Iterations: MRM Volume Stage at MRM Volume Elevation at MRM Volume Flow at Elevation MRM Calc Flow Diff 4299.59 1.66 613.96 0.36 0.36 0.00 7151.03 2.50 614.80 0.47 0.47 0.00 12604.35 4.11 616.41 1.04 1.04 0.00 Notes: *Paste stage/storage/discharge information from plans and set up interpolation (blue cells) *Start with M16/M17/M18 set equal to 116/117/118 *Run Solver setting G18/G19/G20 as objective to a value of 0 by changing M16/M17/M18. *Recheck interpolation using correct values and rerun solver as needed. DUNAWAY EXHIBIT B SPRI NG H I LL SUITES 550 Bailey Avenue • Sulte 400 • Fort Worth, Texas 76107 101 EAST V I C K E RY BOULEVARD Tel: 817.335.1121 (TX REG. F•1114) ilTavaf FAQ},p!llref;ye�vrf[ruli�++'�1ut[�+.nlrel{rrq[!!kt#fr.�iNAr¢wp4AVrrr;wuse�.iG+��V'1eLIrt ;# OzDDDV mo a �g 3`ill� �'e Ar_n3�zm mm tL e j p 1 } m c z �r Tm� Omm�m m r m- O N Of 11 m LZ7 2 Ca1 O II °OD JI mm 13 om x �c1mp g. 0< D m y 0� Z lII Z* Z� � H D ZO ON O ONZG a 1D T A < O Z O D m CD1 m m 0� ZD ' A 0 Z B m 0.•0. 51'•3' - 11•0, N C w m g c-7" m m 10.0 STUB C1 3T0HNtlW 12'0 STUB B1 55300tl YS- D n O z e m _ L1 m a. o f O 0 DZ �> x y� Aa Z o a TYP.' cn ti N O C D O -i x x x x x 4 3 y cn x m v [� ODr o z �r m <om;>U7 p z I m O x F -t 3 OG m D U7 ii i N r < c Im v z N .l! N y p M O O u m m -1 On �o rio yN p?7 G N m 0. y m co . yq W p o m p a Wi m m Bm 0 m� m x m- Z !'4Zi ' me x Nx _ D G� TI T Z X �Z^1 O ZOmO2r�m C� DO rtZ1�xO OyC<Dy�rT. �yyZ A ZOD D r z co C U/Z Z 0 Zb CDI OZ�� A mP OT 2m A m m ❑ TO r C r g8-1,DD rT10 D O m 2 D 0 y Z 9< 0 y D N MG O y D m N m C m� Gi � y m N < m � A 9 MC,D m N Z = C m O=TaItimOD Z� mT m- O] N yn O � C x m mtiSc=�Dm ncz z��x <ZOTpD<TC mM. D m A m °� z �Z m o Z (n OD � mp mnmm m mmLDZ p p 000 Z ❑ m A Cm�n�Z .M---m oc m ocym DO `L Oy Dy mC2 0 m ON Z OZ D N m m mOD m >DZ-��02m m mD00 D N p DO ti p0 m0 D m O Z rnZODmxm� O .m O aca9 iDD90m5;m Z rmnOmO m 0 m A 0 9 D 0 ZJ (,f1 _ O 00rpm0D2 Zm< 0r mOtiO m Z 3 p<OaZO ZmpD tippm2Z UDi C 1! 0 A K ~OZ 0 Z m O Z N m�zm aDm-mmz NZZ�9�OD mOZ 0 C O pm x m0 m O 00TmO20,0 yyZ<-p1 A O x m m> A Z m D D I )l m D_ A Z O 0 m p N O < O Cplm G1v y0 m Omo T9 p 9 P.o m ; mN x m O r Z T Z m x 3y0pymny Z O O D 0 ODz m�wm �mmTC=lm-11-11� OZrtDIA Z m AD A pp Oym;DmOp D Z -Z 9 D A y m 3 i m z A 0 Z Z P y m D u Q a a m O m�mmm-9D 9 �ZOlZ• 01 O rn 0y Z 1OyvZODD O OT O.Z D Om A 0 Oj m � A r - D O m z� Dv >mzms�� m �mm �xxmx Z m m m m < a' N < �zm Z ��aro m < m S vmi3m N x O 2 Z~ T 0 cn nP o Iw - o w _ Om 0 O O m O m B B O 9 c m m c c c c c c m —I m < G z m z m l m n m m� m C � Z c T1 m Z O T N ;M. D z� m� O Z 9 al O 31 e A O A O m O O O m m m e B �•! A A A A � P A A A .lml p A A p ('1 m (n Tm N A � D O O O D O D y O O O D O O D r G �< O m� Z �m 3 ry U U w ogoJ o Ln W o 0 0. ❑ W 2¢ O a y W Z? ❑ m K N Z Q O O o 0 O 1z aowzw LL rw-w U z rc ryr9 rcCL N w3: Za Z120. z. pU rcum yF'$ d d X ❑ ow= z w❑ woixzr°n no ow3 in❑ €�>4 < ��? �w oN Z< rm xrU ¢ -c7w w u c�7 s _ O F z a d a rc z p ¢¢x °¢ w a �¢aw 1 �' al'.. wwi �xr wrw wi xr rLL xa xN�wm rw '=¢_�Ww ZN -° Z. mx❑N .. ZG 21 LL. ZN Zr❑jn0zw Z 00. ¢w FO <x U yj �w ° 0N C�Z0 )0;K� ap¢ In U 6 U� NZUZ w 0 O OUamw w=�D0 ww zma mp<WW p co W Ii �Uo 01 ��a? p �J¢N LLWONLL=O -0 CQP ❑ZQ aQw�,OaWr < 2 ¢ Sazw� Z wm°¢N Z OOW i O� ❑❑ W {{{�...'•1JJJ1II' y = W w W WXOO 1 a=w V w a U w W H=_ �Ci�ci m m 0(1iLL 0 W xz (Un cn W j 1 �wLL E o25N oz'a Z F- o H a �� o °a =�3 Sao z �'0 } 0❑ I za�0� 3' m m m pro 0 O Z z ❑a J~ O a Z = Z Z 1 ui=zy ❑Nza uao p �, <0 0< cwima zaw 3. c Vr O Z 1 mm� p_� (� Uo LLI fC' Q a I wo UILLO� <N� n$ °IF .O 11 O a R Ua a� C) p�N o 0 p Cl) 1 . QZ� N x n^ aZ f ' ^ Z� Zcw7w N w ww Zy NS ?=p m L Q J Z 1 1 Z S O O 2- w a Z a 0 Z 0 N❑ ❑ N N w °� ❑ N H w ¢ r U LL CD I o �f-z �wU� ¢ ❑❑p U r wr x¢ Uw m,° ❑LLO O ❑cn X 1 KS-,21 N ¢Oz 0 Na'C r� ay0 R W ❑ N I N mrzn OaUZ >¢r J,4 O >o Nw OWN �wp w W. O CDtz O i O >w 0 a>w pFz §w¢�i O w 1 I a>>am O aa, I WWW F� QOa m�N2 Ocrj og OF U 0LLLL> O]r UOLL 0 Z O wW UZr N� �Waa Q�Nr rF K> ad' > `! a W U 2 l w S� F ¢ ILL O U Z J OFW zW- 5 x w W NmW daNp U¢ KN �r rc °z °> y F°moo z rcwwa �W° z>w LL a ag❑ Ja NQd W ¢� ��ma LLw Wo _° U wp r o Oxxa U rrc7 �❑x pr W d m ° U N New r wa w 2N2 a 22 al 13r ra wW SaaS aar r J2 ¢❑ N = 0 wrz r0OUa FZC 1-1-01 moo W r U= Z ° Q Z �Qo (n g z L o a � k.J ❑-z 1 ow< J O X W a N m W I NI0.0-3 I mmo map d p Co WF 3 uPi F�$3dld� x�®3d1d p a z� m' 4 Z �e - W U D U >O W 6 i2�ii� r�F�a3 {1 Y N U U m ❑ w ❑❑ NNWS� orw w N W j ❑- x r r K rci o� LL� 5� C9 ffi rc rc ¢i'mwU= a0 a ¢ma z rc-gym rc cri ¢ r tfO mpr per ti NNZ a6 ¢aa0r W� 0 amn g a WZNW J > s¢z¢ raLLa�0 IZ U V<a io KmOtwOaO W N O W H w mSF �O ❑�xOWKw W Z ❑> W Z U r �=0 i� 3(7aW¢r❑ap N _r LL 0a]r— 0-- Jwa — m Z y�wz wz¢a¢ x N]❑ w W S w r N a r K O r (w7 mw Rowmaami� m LO Z wYm xao r� ra07iU>wz w H ZOm Z.0w C7f W zmmO<2 ~ CO �Z �� w rn Z 3=� HZMEE o. Go z�i ¢zw �¢mww�o0o s =ao �w� 'a"z w owiwzio (D ❑ Z a. 3�U o❑.m LLow wrw w ' ❑ _ m E s O LU 7) r r ❑ U) ww 'o ¢ }JQ'W J w Marc v U) _ ?¢� ❑ ° w o Z Ur O_ H Z �x w.K v H 2 Z rt� a�0LL �c00 F jr� y w <z'0 r.C%f. o�xw w a J Z wow- o LL (7 Om Ro ww o > >i,�,rra6'(7N z W w N J .,z ' % SF Y Q W — L y Z 7.]` W Z m �. r+ C m W 9 4.TE2 O ' z w w Z w w U W J z Z 25 w W w !n a w J I! a w Z FL = w W O r _ O y z Z.0 �. o O F w - •� - z ` �.. W O U ¢ a Wao N w C C w y W ci U O U. r- o = fttj a w Q u o F O qa ❑ d` ❑ ` z a C w O r:r W 3 3 . o O o Ix Z / �yy ♦ V f\ w �, %Y• "ICY >�i '�`/ f'(ET' V.a W U a a W z a O a0a N z U U n it 319tl1 33S UW a7ntr3'r+wM aodl H1d3a a3AOO w a z N U Q Z o❑z UQ0 wz _ Q.`.J x O 00 �00 x xz. O 0 0 - = O w O va w N R O owm a omoa w UNra r>w w r ooa pr a¢ ¢ra rw5 a W O = > m a Q O ❑ �O LLwoiOw Jww a y m 0 r m W w Z mr OQKa xSz mx0 W �r UO❑�F awp r W W q m �w wF wJJmCCz .. = O1 U w J W Jzo ❑ U> N J r 6 2 N LL W W a 01S w¢ �.j w a'Oa O r Um C) w r w0you r a a F z . f{ (zFy{y� i jq ���lt�� ►�� it L 8 } i3�3 r.. a.h .. "e.a...x� n»n f.awl.n».�itin�NkW'�qhllltlw'�aR�w�1llY'labJ+aM�w�lLKP+S+1�'fYMnv� e•Iy ::/a�� ¢o ^+ zo ❑z o 3 ° a� ❑zz zoo � LL �0U KK j Z �� Q 0 00 U jp'�w "ILL�urw � LL p S N O W Ew 6 K0 ww O� O m wN N N 2 i � W Z W Oz 0 Z O � LL r qfF❑6 w � w � > w F(7 ow I11❑ 3m LL❑� > ¢ � N r — zW 'OF wm Qj 20¢¢ a XFOu O O � ❑ h w > a m rz 4aro ¢ z � a � m❑ �QQ mZ�O w � rq 0 O O v_ �� rwm z�m or rwNw � ��r� r o > �a ui N w � w m s w .. ❑ LL N� p r � t o o p Z � g�g m i 0� a > O ❑ ¢ 0 2 Zv v rw Oay �N�� m z z m 2 _i N" wa �w ad ,ot ¢zo w � oo z z w ❑away 3 a Wf >mw r¢ F=�z F rw- w z w� c0J i �w 2W2 w wr�nLL oi�� w 3 N¢ 05 w zF amo �rZw w a a0 aw ❑ cwi Z¢ w- ❑3 OYaN �L r g�¢U (7 W Fw (7N � a4o SIN Uow� � � �z Ew m ¢� mWa aoj z o vs wo 0 �s��crio F�� 5 zZ a� o o� �m� aJa��� QLLN ZzQ �F o= ¢ ZK Z W � Wm OZ a' Ua rr N o �=Q {ua���a a❑a FO swg gpimN w o z �w >N x= N > s U w❑ rz a❑ aO1 F � � o❑ OZ LL �t��rw mz or== ti m rz x0-N wo (� W z 0N¢ r O NZwa W � 2 O wZ xa ❑w Nm r O d N O z as f za °w wag aaF fna Z o w LL� zw cW7 a J U wrLL ar � WO g0 w U r� z r[ (� aaK oaaw � W O`GN d NOUO S Q 0- �w � Q zm �ocgi � � Qam� 2 Q � a O opo N O � oN N� ZwN � o ❑ W r �uo�N � w a W w o a moo:' �w o�°<�- � � w r w p Oz w ox z wmLL a � 2r¢t7 �NwN 'o > s r o H tixN� w �F wo� go LL > � J > N o<z w¢w^ c�a zo �w o m a"�r w w�io m a r ¢rraw r 6�aa a ZQ ❑U KQ. S ¢ �w2- r ar O r r O �x� m� o> aQaa w 9� w O 0— =�� xZ F2 N� a ��a0 � p w O 3xw �� �o o�¢ aoa� x x w ❑ F x y z � �❑ sw�NLL� rz2z w a ~ Z W H y 02 aW� 0� 3 p�2> Q Q N � j F=Jy20 LL x � = � r Z ¢p �Z W wa Zw � Oww a Z J m — U N � a [7 rZw za a Fx i w o w� z m3 ❑ a NK O x 0 U K 20 U Q� w '^ r0 n 4 0 � '" wv' aw o U K w z � 6'�j 3�0 �� ❑? K U O w - haw iw O w m w ¢ n »> �a w z z Fr z z w a � 0�0 ¢e6 mw z z w N � f > O U� w i z°a � W O> Q w rm LL 04 LL 0 o r w w � � W > s a 3 z J a aW � z w o i ❑ U w U m— O W m rc j j m am � j xa U � r z w O 0 �a LLa w � � w U K O ❑ N W O o Z C> U g oK Ln r 0 Lu a m ~r~R W r m w a Q w U' a LL a x w w m r 2 a Q o 0 Z U 0 3 m H U J d o ❑ a W y z~ � o o O W co zH Z g Q m ❑ J v w y W w a w w Q U 0 a rc < z o corn � r O OD W z cai z 2 a H U Z m J W X Z) ❑ o w a S W F ' w z J w > 3 .. w a w (7 O H Q Z LL �Z ~_=a' o rc rc d CO m W m> ¢ o m o= U J a' W o a a a a N cl)> J 0 m ❑ w a 3 Z O r = Z N r x = w Y= ZZ Ur D x W m X d O r z w a a o It Z 2 ❑ a LL mw C o o w a LLO U w r w ` 1WO N s 'o Fo �wwa w z (� Q Z_ N N N w Q N a y y J Z m Q K0 & O W m O y W a 2 O e m] z w G OJ a I I�� Z O O a w ¢ ~ a d m W Z Z ~ z 2 O V. Z U w W a 2 w m m m.. • m a O O 0 a m d n m m J O Nz w03 ar a z p woz v aQr is o F�N gaa f 0 xa a11 Z, � Oz W U U N W iu W U 4. t4 Wo i Z j �a� O O W W g < W _ Z U w 0 a D LL w J �z a u a ti a Q w'NIW .ZL w m z p W 030N3rYW093hl .R.Z L LL o m G w 1H013H 9f115 y U u a a z U wJwm am0LL UJ QZ O w OcFn a mo❑m °Q w N o z o W 3 0 0 p o w ¢z0)w wo m i rc ri r r ran o o LL W 3 w m> N Z a m° Z > o d o z z¢ a J< 6 w w U LL Z 0,w a J w O J w a O W mz z N N Z w cc z Z Z Q a = w m r Os w m m¢ a z j w 'O m w W U O 1C1YY m Q Q H ry N O N c Z VLi w Za j Z ❑ uW_J O vai K Z z 01 W W. m LL m• • 6 W 777 111 g F;i $ix3� wlMA yggapya C+rgw•Y ua'n»r+ev.+:�wfracwacn�o yir•�cGnl�w sn355�ti+.-snwuanwv�a.+W��u.ra'ar�iwnarz..�aaaw.�.lG h'� �W Z� on �tN WNa m W a W 0LU 000 00 0000Er O z c�� a�u @@ ag �@ Z ,L If C) Z m w S N W � lax me mx �N ex rn ie a. M w N n m v v 0 L W Z 0 W z O J 0 a Z 0 z W w � aww K 1 0 ❑ ❑ z f e o W� 0 ga. agz 1ww a5 a ❑ 5 m fi� T z K N ❑ Z ❑ Q wN xQ O 6 m U I x --rnr-----=--nr- r-- ! It! I r Vn + 4`�rrl I tll I I i w m ❑ U I iI I I r'� a +! Y I + J--- ❑ zz r J � ? J --- m a W m a w a Z z w z w O QZQ ,2 op gc JO U' wi O J ~ �; Z a `'4f a Z ¢ -0 w o a Qco O CO 1- U ¢ rl Irr `(, I IAA ' IR rr li p I `�t 0 o o> xH Imp aF mo w ❑w U ❑ \1 Ilt H f hllh 1I 11 rr nr 1 rYl� F �'`C"' H ll O 3, a o w m N y m3 zw W J 0 aD i OD O V 1 IRT\ I 1 II! 411LU i IIIlV zoa 0o w� Z W i( OD li �,Fil ] j OM¢ Wj �w Z ~ ~ `� I U)¢�0 az or'n t❑n + 111 I r 111 111 I rr`�r 111 r m N W } J O❑ Q 1 III ti 1 III Z V adw Q,ZZmNN W. O Z�rV �._.� W. W OO ❑ma UN ❑WOZ� 0 aa5aN zW �zw Z. � wo a,-o LL Qoz � ovwc oa awea0m CDzzrc LL o ;ram- - a UNm ❑m< X w •� m .� I `�,r I I I 11� I ❑-,w � 3 n zwo ¢ ID O ❑ 00T U ZO �w aoa W W. W W- m w r 4 J w % U< a z x o e > w N Hj❑ a W= z III` i a �Z o z 0 ¢ x o oz�a 7. �- i , it r �.1 ZO c�F w o❑w uw-i o z z ow�`z a0iw '�I� L H a zm ual coi v N m H fl Z O G c¢ R 1 r 1 z o; q> y d �S't , ,•>�, i I ce WW F Z IL �0. nN mUF ..w � Q. d U 6�z zaw �t0IL11-0 ZZKN W WZ W°pw a w 2 s y r W CU V w>a>N 2Wm0 wONa Z1 ❑F m °a —W o 011=$ �O� 3 0 Z a fW' u� 3S' J H W C Z_¢ 00 7 U) Z O q0 Z H J LL X tI I P Jill 1, 1g `g�pr1Ht 51S WU 868946- 15 Stage Storage OSubcat Reach on [Link] 868946-15 Stage Storage Rainfall file not specified Prepared by {enter your company name here} Printed 11/26/2025 HydroCAD®10 10-5a s/n 00447 ©2020 HydroCAD Software Solutions LLC PgcLe 2 617 616 d d 0 615- w w 614 613 Pond 1 P: 868946-15 Stage Storage Stage -Area -Storage 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 Storage (cubic -feet) [3 Storage 868946-15 Stage Storage Rainfall file not specified Prepared by {enter your company name here} Printed 11/26/2025 H droCAD®10.10-5a s/n 00447 ©2020 Li droCAD Software Solutions LLC Page 3 Stage -Area -Storage for Pond 1 P: 868946-15 Stage Storage Elevation Storage (feet) (cubic -feet 612.30 0 612.35 13 612.40 39 612.45 79 612.50 134 612.55 203 612.60 287 612.65 387 612.70 503 612.75 626 612.80 754 612.85 885 612.90 1,018 612.95 1,155 613.00 1,294 613.05 1,435 613.10 1,578 613.15 1,724 613.20 1,871 613.25 2,020 613.30 2,171 613.35 2,323 613.40 2,477 613.45 2,632 613.50 2,788 613.55 2,946 613.60 3,105 613.65 3,265 613.70 3,427 613.75 3,589 613.80 3,752 613.85 3,916 613.90 4,082 613.95 4,247 614.00 4,414 614.05 4,582 614.10 4,750 614.15 4,919 614.20 5,088 614.25 5,258 614.30 5,428 614.35 5,599 614.40 5,771 614.45 5,943 614.50 6,115 614.55 6,288 614.60 6,460 614.65 6,634 614.70 6,807 614.75 6,980 614.80 7,154 614.85 7,328 Elevation Storage (feet) (cubic -feet 614.90 7,502 614.95 7,676 615.00 7,850 615.05 8,024 615.10 8,198 615.15 8,372 615.20 8,545 615.25 8,719 615.30 8,892 615.35 9,065 615.40 9,238 615.45 9,411 615.50 9,583 615.55 9,755 615.60 9,926 615.65 10,097 615.70 10,268 615.75 10,438 615.80 10,607 615.85 10,776 615.90 10,944 615.95 11,112 616.00 11,278 616.05 11,444 616.10 11,609 616.15 11,774 616.20 11,937 616.25 12,099 616.30 12,261 616.35 12,421 616.40 12,580 616.45 12,738 616.50 12,894 616.55 13,049 616.60 13,203 616.65 13,355 616.70 13,506 616.75 13,655 616.80 13,802 616.85 13,948 616.90 14,091 616.95 14,232 617.00 14,371 617.05 14,508 617.10 14,641 617.15 14,772 617.20 14,900 617.25 15,024 617.30 15,143 617.35 15,244 617.40 15,331 617.45 15,402 Elevation Storage (feet) (cubic -feet 617.50 15,458 617.55 15,500 617.60 15,529 617.65 15,544 b019C XL'H1NOM1NOi _ ® 8 An vrw wig m •...r�was dAll A0NNA1 TOT •' $ g ItvAwNrm., SIN S3j_lnsIII HONIddS n A o, dtJW H3HV3E)VNI'VH(l a3S0d0Hd Phi tilp 111$ PY-P wili-$$LAI AN b� p-h� ; Ya ig li i� s• a. 2 ii�� x x$ f f 0 a g $ ❑ �.S- � � �- oo- o.i p_ Na — _ , - ..... rr v�v ®I lr �� Y9 FF�S°Jo_I oft .�.$=iod i �o�elma {a e a 9 p 1 VOT9L X-L'HIHOMIUOA OAIG AH3A:)lA 3 TOT AvA&vwna 4 SN S3uns IIIHDNIHdS NVId 10111NOJ NOISOI13 p pw- qgjp !Ip jp Dal" 't I g'. i C) 1 I'llih 111'. TH HIM "i,iig aig Ii,z LL F Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN FOR UNDERGROUND FACILITIES 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 facilities storage volume is reduced by more than 10%. Silt shall be removed and the facility returned to original working condition of the lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a facility does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in the underground facility 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 facility. Disposal shall be in accordance with federal, state and local regulations. 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 MAINTENANCEIINSPECTION 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, silt, litter and debris removal dates. Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER UNDERGROUND FACILITY MAINTENANCE AGREEMENT FORT WORTH Fort Worth oaz�d Stormwater Management " EXHIBIT D" STORMWATER UNDERGROUND DETENTION FACILITY MAINTENANCE CHECKLIST FREQUENT INSPECTION Inspection Item: Date: Repairs Required: Repairs Made: Notes: Remove: Trash and Debris Remove: Grass Clippings, Leaves, Etc. MINOR INSPECTION: Inspection Item: Date: Repairs Required: Repairs Made: Notes: Condition of Underground Facility Amount of Silt in Facility Amount of Ponded Water in Facility MAJOR INSPECTION: Inspection Item: Date: Repairs Required: Repairs Made: Notes: Type / Condition of Outfall Structure Size and Condition of Outfall Pipe Evidence of Roots Infiltrating the Facility Evidence of subsidence around facility FORT WORTH,,,, City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: FTW Vickery Lodging Associates, LLC Subject of the Agreement Underground Stormwater Facility 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 different from the approval date. Expiration Date: If applicable. Is a 1295 Form required? * Yes ❑ No 21 *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: Ifapplicable. SWFMA-25-0113 *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 followingorder: rder: 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.