Loading...
HomeMy WebLinkAboutContract 58104 Date Received: 09/20/22 Permit No.: SWFMA-22-0061 Time Received: 2:36 pm City Secretary No.: 58104 STOFOAWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 16th day of September—, 2022, 'by and between V Land Garland, LLC, a Texas limited liability company, 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 an approximately 2.09 tract located in the Gonefacio Herrera Survey, Abstract No. 2027,Fort Worth, Tarrant County, Texas according to the> deed recorded in Instrument No. D222037117, Official Public Records, Tarrant County, Texas, hereinafter called the "Property". AREAS, the Landowner is proceeding to build on and develop, the Property according to the Site Plan/Subdivision Plan known as McDonalds Everman, hereinafter called the 'Tlan", 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 S-tormwa ter'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 OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT Rev,0310112022 BN CITY SECRETARY FT. WORTH, TX Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit"B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.03/01/2022 BN 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, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is the 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 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.03/01/2022 BN 3 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 FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement 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 16th day of September 2022 CITY: LANDOWNER: 00, V LAND GARLAND, LLC Dana Burg (Sep 2CDT a Texas limited liability company Dana Burghdoff, Assistant City Manager City of Fort Worth By: Garland All Storage Associate, Ltd., a Texas limited partnership Date: Sep 16, 2022 its sole memb By: G land Storage GP, Inc. Its e r artner Approved as to Form and Legality: By: Mar owell,Vice President Thomas Royce Hansen, Date: WLZ-., Assistant City Attorney II — City Attorney's Office Date: Sep 16, 2022 as � � �,/�610, FORT �� Contract Compliance Manager: ATTEST: Y�O° °o�'A�� By signing I acknowledge that I am the , 01 o=� person responsible ° ° for the monitoring and administration of 9a`neh,e-S. a0&dA& %'�°° o °°°4 this contract, including JannetteS.Goodall(Sep 19,202213:69CDT) � °OooOo° 'd ��EXA5,oa�' ensuring all performance and reporting Jannette Goodall, �� requirements. City Secretary City of Fort Worth MST// an behalf ofbehalf of_ Sep 19, 2022 Matt Tilly on behalf of(Sep 16,202214:08 CDT) Date: Janie S. Morales, Planning Manager Development Services Date: Sep 16, 2022 OFFICIAL RECORD CITY SECRETARY STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.03/01/2022 BN FT. WORTH, TX STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on _Sept. 16, 2022 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. BIChSOn Digitally signed by Bichson Nguyen Nguyen Date:2022.09.1913:33:30 o,�p.FYPUe' BICH SON THI NGUYEN -05'00' a Notary Public — + * STATE OF TEXAS Notary Public, State of Texas GV VP Notary I.D. 133389224 9�aFt` My Comm.Exp.Oct. 13,2025 STATE OF_OKLAHOMA_ § COUNTY OF _CANADIAN § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Oklahoma , on this day personally appeared M ark McDowell (name), _Vice President (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 V Land Garland,LLC _ (entity), a Texas limited liability company (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 8th day of September , 20 22 i 0paKEpugq Lt_ °�oTaR/"�F'- Notary Public, State of Okahorna #15002701 03123123 .......... OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY Rev.03/O1I2022 BN FT. WORTH, TX EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev.03/01/2022 BN JPH Land Surveying, Inc. LaNd D.F.W * Central Texas * West Texas * Houston g EXHIBIT "A" PAGE 1 OF 3 U PROPERTY DESCRIPTION FIELD NOTES to that tract situated in the Gonefacio Herrera Survey, fi4o ti Abstract Number 2027, City of Fort Worth, Tarrant County, Texas, said e� S JJ V tract being a portion of the tract described in the to V Land Garland, LLC recorded under Instrument Number D222037117, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); the subject tract is more particularly described as follows (bearings are based on the Texas Coordinate System of 1983,North Central Zone): COMMENCING at a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the northwest corner of the said V Land Garland tract, from which a 1/2 inch rebar found at a reentrant corner of the V Land Garland tract bears NORTH 87°46'30" EAST, a distance of 202.66 feet; THENCE SOUTH 01°31'17" EAST, with the west line of the V Land Garland tract, a distance of 101.35 feet to the POINT OF BEGINNING; THENCE through the interior of the V Land Garland tract, the following calls: 1. NORTH 83043'10" EAST, a distance of 195.62 feet, from which a 1/2 inch capped rebar stamped"JPH Land Surveying" set on the north line of the V Land Garland tract for a proposed lot corner bears NORTH 01°31'17" WEST, a distance of 87.51 feet; 2. SOUTH 01031'17"EAST, with a proposed lot line, a distance of 74.83 feet; 3. NORTH 88005'47" WEST, a distance of 25.26 feet; 4. NORTH OV33'40" WEST, a distance of 8.63 feet beginning of a tangent curve concave to the southwest (curve to the left),having a radius of 20.50 feet; 5. In a northwesterly direction, along the arc of the said curve, an arc length of 32.28 feet, through a delta of 90013'13" (a chord bearing of NORTH 46°40'17" WEST, a chord distance of 29.05 feet) to the end of the curve; Dallas-Fort Worth Central Texas West Texas Houston 785 Lonesome Dove Tr. 1516 E.Patm Valley Blvd.,A4 426 Graham Street 11511 Katy Fwy., 515 Hurst, Texas 76054 Round Rock, Texas 78664 Tuscola, Texas 79562 Houston, Texas 77079 (817)431-4971 (512)778-5688 (325)672-7420 (281)812-2242 FIRM#10019500 1 WWW.JPHLANDSURVEYING.COM Page 2 of 3 6. SOUTH 88013'07" WEST, a distance of 103.45 feet to the beginning of a tangent curve concave to the southeast (curve to the left). having a radius of 20.50 feet; 7. In a southwesterly direction, along the arc of the said curve, an are length of 32.20 feet, through a delta of 90°00'00" (a chord bearing of SOUTH 43°13'07" WEST, a chord distance of 28.99 feet) to the end of the curve; 8. SOUTH 01 046'53" EAST, a distance of 8.95 feet to the beginning of a non- tangent curve concave to the northwest (curve to the right), having a radius of 4.50 feet; 9. In a southwesterly direction, along the arc of the said curve, an are length of 4.73 feet, a delta of 6093'51" (a chord bearing of SOUTH 28°19'43" WEST, a chord distance of 4.51 feet) to the end of the curve; 10. SOUTH 88026'16" WEST, a distance of 23.02 feet to the west line of the V Land Garland tract; THENCE NORTH 01 031'l 7" WEST, with the west line of the V Land Garland tract, a distance of 63.59 feet returning to the POINT AND PLACE OF BEGINNING and enclosing 9,163 square feet. Jewel Chadd Registered Professional Land Surveyor No 5754 jewel,Wjhhls.com May 19, 2022 E�,F•T GIsT Project Ns 2021.018.009 Esmt (02) �'< •� Proposal No DFW4493 .. ........ .. . LC 57 �• SS10�'OQ' Dallas-Fort Worth Central Texas West Texas Houston 785 Lonesome Dove Tr. 1516 E. Palm Valley Blvd., A4 426 Graham Street 11511 Katy Fwy.,515 Hurst, Texas 76054 Round Rock, Texas 78664 Tuscola, Texas 79562 Houston, Texas 77079 (817)431-4971 (512)778-5688 (325)672-7420 (281)812-2242 FIRM#10019500 1 WWW.JPHLANDSURVEYING.COM EXHIBIT "A" LEGEND OF ABBREVIATIONS PAGE 3 OF 3 FPT.C.T. Plat Records of Tarrant County, Texas MONUMENTS/BEARING BASIS . . . . .T. Official Public Records of Tarrant County, Texas CRS®1/2 rebar stamped JPH set D.R.T.C.T. Deed Records of Tarrant County, Texas OVertex or common point(not a monument) POB/POC Point of Beginning/Point of Commencing Monuments are found if not marked CRS. Bearings are based on Grid North, Texas Coordinate System of 1983,North Central Zone. Distances &areas shown are represented in surface values. Curve Data Table � 'NrT n,�"'"��axr`T � N87°46'30"E 202.66' _ REB,4R Ciuse4 Aic Radius Delia Chord Bearing Chord CRS 194.96' CRS C I 32.25' 20.50' 090°13'13" N46°40'17"W 29.05' A PORTION OF P.O.C.;0� V T.AND GART.AND,T,T.0 - C2 32.20' 2050' 090'00'00" S43°73'07W 29.99' W INST.4 D222037117 PROPOSED Lar Ln A PORTION OF 1E C3 4.73' 4.50' 060D13'51" S29'19'43"W 4.51' M O.P.R.T.C.T. 2 V LAND GARLAND,L a o 9,163 SQUAREFEET TNST_4D2220371I7 Line Data Table NS3-43'10"E 195.62' 0.P.R.T.C.T. Line# Bearing Distance P.O.B Ll S01°31'17E 74.83' L2 S88'05147"W 25.26' z ~� 588°13'07W 103.4 L3 NO1°33'40"W 8.63' q 2 C1 L2 L4 S01146'53"W 8.95, u w LS C3 q Q �N L5 S88'26'16"W 23.02' N S� o�^ L6 No1°31'17°w 63s9' ° � 0 r T C Jewel Chadd �Te eg�ER Registered Professional co cxs Land Surveyor No. 5754 jewel@jphls.com �qw 0 May 19,2022 `rALLyVFAr _ ti�N,��y N d Av�a�eW� O�NN cas `1,,RFSC OSrE "WonF Won AE 0 80' �hroF sU�ve� Scale: 1 80 EXHIBIT SHOWING — JPH Job/Drawing No. (see below) 91163 SQUARE FEET 2021.018.009 [42-3366] Everman Parkway,Fort Worth, BEING SITUATED IN Tarrant Co., Tx-ESMT3_recover.dwg 2022 JPH Land Surveying, Inc— All Rights Reserved GONEFACIO HERR_ARA SURVEY L onesome Dove Trail,Hurst, Texas 76054 ABSTRACT NO. 2027 (817)431-4971 www.jphlandsurveying.com TBPELS Firm 410019500 CITY OF FORT WORTH I Central Texas I West Texas I Houston1 TARRANT COUNTY, TEXAS EXH I BIT "B" DESIGN PLAN AND SPECIFICATIONS / - / CONCR&TE - - - - - - - - - - PAD . S' SMH RIM=7410' N87°49'15" O.i3� - / 15'CITY OF FORT WORTH PERMANENT SEWER - y FACILITY EASEMENT _ f4sT #D2431.2 uA,O.P.R.T.2 T. _ INST.#D2�16533-B.P. ±:T:-- 30::P-=L71NE-3"O-ff--4N 9-ESmT.\ - = 44ST-#Q208146686,O.P.R.T.C.T. PUBLIC SS LINE - s LINE As _ > NATURAL GAS - - - ---__ - - \-EM€RG`ENCY OVERFLOW 2 �A� -A - - 742.60 � ,A - - �$PILLWAY ELEV.742.1 - 740.07 -- - - - - - - 740.00 50' -TW 4 T 2.60 k W 4 .91 0 5,3 T F POND 740.0 I �AD BW 7 1.00 742 743 BW 74 . 0 i 11 B,W 4 42. 86 �o .0 4 22 7 0 1I I �'�•J REE SAVED T 742.60 / E 740.33 742.60 742 p 742. / TT qq I / 8W 4 � 42 D 143 42.83 2.8 ��5'/° / 742. 742 ,?p ° 4 • 742.78 42.80 �.24� // 742.80 L 'N� . EJ C L 3 743. / 3. 6 ° 18 r 1 � 743.08 43.52 743.2 w 43.09 ° }3. a N 15" AC Rl 43.17 IN I a 7A3. �43. I I� II z� 7. I 0 ,3 7 743 4 743.5 GRAPHIC SCALE 30 1 u 30 60 1� i��P��•T£'�zs'1�t TEXAS REGISTRATION#14199 l inch=30 ft. j DREW DONOSKY« 125651 z " SWFMA EXHIBIT B - SHEET 1 OF 6 tt�^''` CENSEN ENGINEERING . : ENCROACHMENT McDONALD'S 1903 CENTRAL DRIVE,SUITE#406 W.EVERMAN PARKWAY PHONE:BEDFO 1 TX 1.057 AGREEMENT 8/2 3/2 2 PHONE:817.281.0572 FORT WORTH,TX W W W.CLAYMOOREENG.COM '15" 119fMOI i 15' CITY OF FORT WORTH \�-- - - - - - - PERMANENT SEWER FACILITY EASEMENT iN&T—#-D2a-3125744—O.P.R.T.C.T. — INST. # D?j-3-1165-&3,-0.P.B:T- G.T. — _�- - - - - - - - - - - - - - - - -- -_ - - - - - - - - _i - - - - - - - - - - - -_- - - - 12" GROUTED __- _ - - - ROCK RIPRAP _ - - - - - - 30' Pl-E�INft!iZj_O W.-AN-D ESIb9T., INST.-# D208146686, O.P.R.T.C.T. — — — — — — — — - - — — — — — — — STA: 0+26.27 STORM LINE A 1 - 18" SLOPED HEADWALL pUBLIC SS LINE ss ------ , FL 18": 739.83 NA7UR�L,G�S--L-'NE - - — — - - - - - - — — — 17 LF OF 18" RCS-@-1,W1 — —EMERGENCY OVERFLOW SPILLWAY ELEV. 742.1 — — STA: 0+43.17 STORM LINE A-- — — 50' INSTALL: 1 - TXT DETENTION OUTFALL STRUCTURE O F L 18": 740.00 T 2.60 OT F POND 740.00 •13"H- I ,13„ 1 "HACKB RRY "HAC ERR 2 743 i I GRAPHIC SCALE 20 0 10 20 40 1� i��P��•T£'zs'1�t 1 inch 20 ft. TEXAS REGISTRATION#14199 j DREW DON0 « 125651 s " SWFMA EXHIBIT B - SHEET 2 OF 6 tt�^''` CENSEN ENGINEERING . : ENCROACHMENT MRM PAR N 1903 CENTRAL DRIVE,SUITE#406 W.EVERMAN PARKWAY BEDFOR 1 8/2 3/2 2 PHONE:D, 76021 AGREEMENT T TX X 1.0572 FORT WORTH,TX W W W.CLAYMOOREENG.COM 745 745 17 LF OF 18" RCP @ 1.00%--1 EX. RADE i i 740 BOTTOM OF POND 740 740 PIROP. GFZA6E 1 " GRO TtD EX. AS 735 735 EX. SWR.L\ TOP ±733.37 Q J Q W J W Z Q Z J J Lil 20 2 � W � z 2 o Ft O Q cf) Z o 0 W CA ti W O cfl O J ri W CV aD Q X Q I Q H M 730 u- ' z 730 o o � 0 Do Cj 0+00 GRAPHIC SCALE S�Q��..-O--F--T£Xq\�' 20 0 10 20 40 TEXAS REGISTRATION#14199 1 inch=20 ft. ------«-----..«« ..««' j DREW DONOSKY " - 125651s �SWFMA EXHIBIT B - SHEET 3 OF 6 tt�^''`� ENGINEERING . : 1903 CENTRAL DRIVE,SUITE#406 ENCROACHMENT M BEDFORD,TX 75021 AGREEMENT W.EVERM N AN PARKWAY PHONE:817.281.0572 FORT WORTH,TX 8/23/22 WW W .CLAYMOOREENG.COM 100 YR Dnlnaga d DaMntlan Calcup0ana 6 VR O51Enaga I Dalan®0n Cakulall- 1 VR Deslnaga 10al'end6n 10a1-lae6Na Mp615"R3fi.-IKOMW MP016P0 Ratlornl Methx% MadlTled R mri.IMeII Required Stanire VMNme 7.05 Wbte .t Raqulrel SMn Oe VW- 3-542 CublInA.1 Ragelmd Slangs VOlume 4416 Ou0lOfeel 0.1I4 acnea.l 0.0Hn acre-M1et 0065 RcnbPt awaaa PrvYiNd 7R55 W6rc-le•1 HlNaat PrvvNed 3,593 eu4lc+revl ;Wage P.OVIOPtl Y,41f cupe{aat 0.176.cT.{e•i 0.004 acre-leas 0.035 ae 4- 0I Estmde CwrdMmn 01 Ex-.0-1.. a-6ION CU O.- OI00Vr 402 afs OOgae Fkw 057, 24 ones Flaw O1 yr 1." On51f Flew al"yr 4.56 eh ON-Pa-1N1«gh F.- as r 173 OH-PaslamMlh PkW 01 yr 1.53 0Pa1.Pa-Mrv.Sh Flan QI%YT 8.57.7. Te l-glroagA.. 05 Yr 5,e5 IN 1a1a1 Fleur ll.-.h Silo M yT a.7P crs T-1 Plan."Il aim CIO Y• 1ao 1h Area Oryamrp PPW 01 05, o."d Are•6YP•wrq Pond E[-1 Qi Y• ...ch Ama Bypaa4ng Pend IX. aim M 7.49 M Allowable Rel-Ram 05 Y. 4.56 eft A1II Paleasf Rate air 3.n ciz mkwabl.Bekaa Wk aim Vr T.45 tta Pmpdfaq RaNa=a R.M1 aimn 1.544f. Pmpantl R•N•ar•RVM1 Cl yr J.R e5 P.apaaed R.er-Rep OrImYP redEWI- OIwIP Pieend CWdob s OWN,Propvnd L,dtlona AMa 135 atJe5 1'.'. Oee E,Y-1 aml bay-OylMeeea Pma w R IVO dew w AR 110 acres E[cYYle9 Fx l and❑at Nreo"p. -1 RI�Is If71 developed Area I.Ri ante' ExcW g EX-I an0 D as area#Lessee p-and 5 rue de.1- nme c lan.Wm nmP c laadnJNa nme c cwa. a.M cwM. see twat d.ae mn� rt ON i,uh. Ib 3 7a.Jk N I +.00 irvhr a1M 10.9BM .1 DoM Ra. f1S 6.4!ffi .1 OaY41a dRondl a1 r d.M CM1 Ta4lOwel dlWndl OMTa"'BTORM INJR MON IN1 YR QVTOAL aTOFM CATIONS YR tR5 T117AL BMW MCCI 1 7d=qI C'A•aby�l-b Td=iiYC•A'db�{-b Td=i�-•a•Slfaal-b T4- 25.5 RIN T. ..a MIN Tda Q.4MIN C= a8IR C= 0CS C= OCR A= 1.35 AC A= 1_11 AC A= 1.35 Ac • :Rol 1Jp.M - g5.us • ]0.]5B • 1g.4]5 1]:N]5 a- 7waS 1.YR ALLOWABLE-.SE 0- .MEFS 5 YN ALLOWAELE Rio-SE. 0• 3.32 Us 1 iR ALLOWABLE RELFA5E Qa= 749 CFG 1M VR PROPOSED RFIEASE Oa a afig CGS 5 TA PROPOSED RELEASE Q.= 3]2('FS 1 TR PROPOSED RELEASE PRiLIMIM1RY aTORAOf Ma'aeRRHO3 PRAIMim STOR muiR PRHLIMlN wsTORAORRifRiI Vq Iminri=nofCA'a 2'G'a'b'A-0.15+parfClYbicll VaMilrilrW=50 J-1-2'Ca- )5+fQaJ2]'1bk11 VIXpanlrely-PAICA'a-Q-C-ab-A-W514o 27-OW)l YP-Ilm 1757A Its VPnli- 3Mi.0 le VPnlim 120a2M C= O:IB .M C. a. C= O A= 1.LA A= IMAC A= 135 AC 322.07 e• 1M - 15.835 Za_W t9411 - 11 d25 0.= ZIP US Oa G 4.°.A US Ca= 3.]2 CF5 ic= 10 NW Lc• 10 MIN Ic= 10 MIN NAOI 9TOMOC F30NRm MAX aiORAae RNauR® MAX aTOiH@@ ROaVIR® Vmm=lprellm'PIWW td Vmm-UprtNlm4feaRtd Ym-=YPellm•PI eNPw YRMN 7455A Ra Vmax 1M2.0IV VM4a 241,.7 R° Vpolm 3737.50 V vPellm .CO M v". 13EIO.I7 R Pico= 5.43N i10o= 1.61 Cohr FIN 20. 110= OMIlvnr PIN= I. N i190= 00 i r PN- 2.47. W. 0.20 Whr PM= 1WN I10• 4.'.M 'iwr P. OaMre 11{0- ],00 3Whr MCI Pnnd Evaltlatlan Devotion Area(sl ACEle•atian Olfferemce rrwemanral Vdlumelft'1 C-W.Nneudlemaln`I Cumulaliee Wahine lar ft M. 0 0.00 SYRWSE Mill 0.50 02 902 a021 7 ffl 3fa9 am Slaws[ 74LW aw 2707 dEO9 cm OUTPALLM61144TAN.1 ]41W M, O.lJ Oman EiElraTl, OMFACEA ONWES Torm aTOOC RELEASE I nF1E4SE a1r RFIWASF N 100YRWSIF 74156 0.50 3603 721.7 0166 7A0 0 0 a 743.50 7117 0.17 7.0.5 211 0 121 O50 3fid 10926 a2a9 1Y4wm 7W.7H an 0 as 7A200 7717 1 0.17 3YRW51 741 a84 an i% O.W 3" IM34 0.341 7415 455 131 726 74250 7217 0.17 10111TAWSE M5; &W 10 7M 0.10 222 161'S6 0.348 742 5.85 117 9102 TOP0r P0R0 743.40 M37 0,17 ROP.3cT JIINCTON BO% Q,�� fA1ERGENLY ORATE a PROPOE FROpO3E0 a a r t fSgRGENCY WEIR 11 ON NCY - a VIEM - EXPOSEO SIDE 6D'BM1E�N.Er-.ra3 as PP41POeFO PO3fO METAL PLATE f1A MCY a WI WEIRQ1i IN �YIEW ,e, a T41IR l.lt' aIW a J1NRLP a a JuNET as aOx a. / W�• III -II _ _ � - I IIIII�IIIII�II DETENTION OUTFALL DETAIL . III=11 NOTES: xorro�e,F AIfTAL MTE CONCRETE PIPE CONNECTipeS,AT ALL CONat WMPM CrVW0E5.ATALLC9CRETE E PVI'S W1OAT mL CON 1-PIPEJOINTSWITNMORETnWNMf TNEPIPETONWf Exr+osuRE. DETENTION OEITFALL ISOMETRICVIEW a� I 0C • TEXAS REGISTRATION#14199 j DREW DONOSKY« �•� 125651 z " SWFMA EXHIBIT B - SHEET 4 OF 6 �t�^''` CENSEN ENGINEERING . : ENCROACHMENT McDONALD'S 1903 CENTRAL DRIVE,SUITE#406 W.EVERMAN PARKWAY PHONE: TX 76021 AGREEMENT 8/2 3/2 2 PHONE:817.281.0572 FORT WORTH,TX W W W.CLAYMOOREENG.COM 2 -`----------- �IWQ _ - - --- ---------- .0)8CFS EAMON >v 0.28 AC s I ?28 CFS ' I� j .?6 CFS 0.62 AC 0.45 AC CFS .66 CFS IX IT 024 I - 0.22 AC I _ _ D .r9 CFS � �� 0.3=AC 2 CFS .60 CFS 74 I vuux E'4 / { { / ON AONIXH-OdC CALCIiATldY&-POET CEVELOP3fENf DRAINAGE ARM 1C pdINl C 11 G7 10 GO 1" Gw COLL�l1ON POINT MEA IAcd 0WHIq ICPR] P■�9 IGaI 3wIW 11F91 EX-1 039 10 0.30 4.06 1 0.40 5.74 1 O.q 9.24 1.09 DRAINS TO EASTING CHANNEL 05-1 032 10 0.16 4.00 1.14 5.74 1.62 924 2.60 ❑RRN6 Ta Ri0POGEO PON❑ 09.2 022 10 0.90 4.06 0.T3 0.74 1.11 024 1.70 T. -H. A O82 10 0.39 4.06 222 5.74 3.13 924 5.04 DRAINS TO PROPOSED POND !'s11 G M45 10 0.w 4.06 1.61 5.74 2Z7 924 166 .gyp. ❑RNN6TOPR0Pfi6E0PON❑ �j�.''� '�.� TEXAS REGISTRATION#14199 C 026 io 0.66 4.06 1.00 5.74 1.41 924 228 DRNNS70 FAs71NO CHANNEL *f * I O 0.32 10 0.88 4.06 1.14 5.74 1.62 924 260 DRAINS 70 EXISTING CHANNEL i*•����� _ *�j TorAL 2.N1 &37 11.03 %os I 0NP1NA0E j DREW DON0 125651 s " SWFMA EXHIBIT B - SHEET 5 OF 6 �t�^''` CENSEN ENGINEERING . : ENCROACHMENT MRM PAR N 1903 CENTRAL DRIVE,SUITE#406 W.EVERMAN PARKWAY X T BEDFORD, 76021 AGREEMENT PHONE 1.0572 FORT WORTH,TX 8/2 3/2 2 :D,TX W W W.CLAYMOOREENG.COM POND AA 745 745 EX.GRADE -100 PROP.GR DE 50' 740 740 25' 5' TOP POND 742.60 TOP POND 742.60 742.10 Cr 5"THICK 3.000 PSI CONCRETE WI#3 BARS 9 12"O4E-11V EMERGENCY SPILLWAY DETAIL NTS 735 735 POND BB 745 745 EX GRADE PROP.G ADE 740 740 735 735 Qo o o GRAPHIC SCALE 40 0 20 40 80 r Cj ot y1 t l_ TEXAS REGISTRATION#14199 1 inch=40 ft. *•••�••«.......«« ««' j DREW DONOSKY« " ' 125651 s SWFMA EXHIBIT B - SHEET 6 OF 6 tt�^''` CENSEN ENGINEERING . : ENCROACHMENT M N 1903 CENTRAL DRIVE,SUITE#406 W.EVERMRM PARKWAY Pr1RKWAY BEDPORD,TX 1.057 AGREEMENT 8/2 3/2 2 PHONE:D,TX 1.0572 FORT WORTH,TX W W W.CLAYMOOREENG.COM Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev.11/19/2020 JLE E 2 °\f \ �2 // 2;x k 2 0 > 0 c 0 § Z 2 '2 Q m 0 ■ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2cnp @ | o o @@ o o@@@ o @@ o o e Z 2 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E � ƒ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q U Q U U U U Q U U Q U U U U o | | | | | | | | | | | | | | | Lu LL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 � 0 | | | | | | | | | | | | | | | cn - m � En � � EnEnEn � En � � � Q o o @@ o o@@@ o @@ o o e < O � . U2 UL F- § E � cn - 2 e o | U- J En % / - 2 U / § _0 0 / 'e £ o 2 0 7 0 k E ƒ U 0 � E $ m M Z e E 2 % r @ | ./ .� 2 / k 2 2 0 U 2 § / k / $ 2 } L e ® 2 E CL - @ m E 0 E M e I m / 0 m = e a) a) a : g 2 Cl) (n O 0L � m \ E £ E ¥ 2 ' @ 'm k � { M �� w k 0 2 2 .E \ ) 0 U) ) E 2 c c § c E ) % M ƒ 2 0 k f ± § k 2 E m / 2 � � E \ E 0 E ƒ § § \ o 9 o c 2 o m @ E E m o 2 c E § c a § 2 @ o -0 ® § m � 2 ' � - m ' E G o@ >1 E [ u m = E I m ® G '� 's _ E = o m @ E ® / 2 6 ® ® o@@ r Q 0 0 0 2 r } ■ c @ � -a E @ @ 2 @ @ @ 0 0- 0- _ o 0 = z 0 £ © o e @ a) a) 3 3@ 3 '� '� o 0 3 m o \ o o m 3 3 / @ @ @ @ @ @ \ - 2 2 2 2 0 2 2 2 4 4 2 4 4 4 2 2 4CL c \ � 6 m wC� vi "T a (D r- 00 a wC,4 Co. ¥ a a