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HomeMy WebLinkAboutContract 59706Date Received: 7/5/2023 Permit No.: SWFMA-23-0052 Time Received: 12:54 p.m. City Secretary No.: 59706 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 7th day of JuIY 2023 , by and between Storage Choice — Crowley, Ltd., a Texas limited partnership, 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 W. Stone Survey, Abstract No. 1400, Tarrant County, Texas according to the deed recorded in Document No. D222291012, 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 Crowley Storaile, 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 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 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, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual 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 Executed this 7th day of J u ly CITY OF FORT WORTH bay pktN-V uff Dana Burghdoff (JV 3,202� 1:41EDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: J u 13, 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Jun 30, 2023 ATTEST: Jannette S. Goodall City Secretary Date: J u 13, 2023 0 9 napIl 4 pORl pP o v�g o�1d Pvo o=o �dQp nEXA`Q4pp 2023 LANDOWNER Storage Choice — Crowley, Ltd. By: SC Crowley GP, LLC a Texas limited liability company Its: General Partner By: Paul A. Glover Its: Manager Date: 4 /291 7 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. Re , ane Owen (Jun 30, 2023 17:05 CDT) Rebecca Owen Planning Manager Date: J u n 30, 2023 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 July 3rd, 2023 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. BROOKE BONNELL _ Notary Public * * STATE OF TEXAS Notary I.D. 134009525 My Comm. Exp. Oct. 11, 2026 ' LANDOWNER STATE OF 1e ML-S COUNTY OF V0.t`6—S Brooke Digitally signed by Brooke Bonnell Bonnell Date: 2023.07.03 11:00:33 05,00, Notary Public, State of Texas 2 BEFORE ME, the undersigned authority, a tary Public in and for the State of T1� , on this day personally appeared l0%., (name), &-4" c ec- (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 S'�o C�^o icg - Ct Ow i L (entity), a Tz� Li fA% Pc,tk���r h` (entity type) and in the capacity therein stated. \ GIVEN UNDER MY HAND AND SEAL OF OFFICE this �UN of �U►L�>� I -�`.0 - 4"Wd Notary Public, State of—T'Zvo�-q day : ;. TH"CECILIALUU-NGUYkN My Notary ID it 12234227 + Expires JWY 25, 2026 STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03I01t2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN Westwood EXHIBIT A LEGAL DESCRIPTION LOT 1, BLOCK 1, RENDON CROWLEY STORAGE PRIVATE DRAINAGE EASEMENT 0.506 ACRES W. STONE SURVEY, ABSTRACT NO. 1400 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a 0.506 acre tract of land situated in the W. Stone Survey, Abstract No. 1400, City of Fort Worth, Tarrant County, Texas, and being a part of Lot 1, Block 1, Rendon Crowley Storage, an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Document Number D223094148, of the Plat Records of Tarrant County, Texas, said part of Lot 1, Block 1, being a part of the 5.000 acre tract of land conveyed to Storage Choice - Crowley, Ltd., by deed of record in Document Number D222291012, of the Official Public Records of Tarrant County, Texas; said 0.506 acre tract being more particularly described as follows: COMMENCING at a 5/8" capped iron rod stamped "KHA" found in the north right-of-way line of W. Rendon Crowley Road, a variable width right-of-way, at the southeast corner of Lot 1, M-2 Health Addition, an addition to the City of Crowley, Tarrant County, Texas, according to the plat thereof recorded in Document Number D217054304, of said Official Public Records; said point being the southwest corner of said Lot 1, Block 1; THENCE North 00 degrees 01 minutes 26 seconds West, alongthe common line between said Lot 1, M-2 Health Addition and said Lot 1, Block 1, a distance of 436.33 feet to the POINT -OF - BEGINNING; THENCE North 00 degrees 01 minutes 26 seconds West, continuing along said common line between Lot 1, M-2 Health Addition and Lot 1, Block 1, a distance of 63.17 feet to a 5/8" capped iron rod stamped "KHA" found at the northwest corner of said Lot 1, Block 1 and the southwest corner of Lot 20, Block A, Coventry Addition, an addition to the City of Crowley, Tarrant County, Texas, according to the plat thereof recorded in Cabinet A, Slide 7028, of the Plat Records of Tarrant County, Texas; THENCE North 89 degrees 57 minutes 02 seconds East, departing the said common line between Lot 1, M-2 Health Addition and Lot 1, Block 1, along the common line between said Lot 20, Block A and said Lot 1, Block 1, a distance of 124.09 feet to a point at the northwest corner of a 15-foot sanitary sewer easement, recorded in said Document Number D223094148; THENCE departing the said common line between Lot 20, Block A and Lot 1, Block 1, over and across said Lot 1, Block 1, the following courses and distances; South 00 degrees 02 minutes 58 seconds East, along the west line of said 15-foot sanitary sewer easement, a distance of 15.00 feet to the southwest corner of said 15-foot sanitary sewer easement; Page i of 3 Westwood EXHIBIT A North 89 degrees 57 minutes 02 seconds East, along the south line of said 15-foot sanitary sewer easement, a distance of 293.61 feet to a point for corner; South 00 degrees 02 minutes 58 seconds East, departing the said south line of the 15-foot sanitary sewer easement, continuing over and across said Lot 1, Block 1, a distance of 48.52 feet to a point for corner; North 90 degrees 00 minutes 00 seconds West, a distance of 400.00 feet to an angle point; South 89 degrees 58 minutes 34 seconds West, a distance of 17.73 feet to the POINT -OF - BEGINNING, containing 22,054 square feet or 0.506 acres of land. Bearings for this description cited are based on Grid North State Plane Coordinate System, Texas North Central Zone 4202, North American Datum of 1983. Adjustment Realization (CORS 96). An exhibit of even date accompanies this description. Date: June 14, 2023 Jason Arm t'ron Regi re rofes Tonal and Su Texas istrati0n .5557 JASON B, ARMSTRONG \a SUR��aJ Page 2 of 3 © 2023 Westwood Professional Services, Inc 0 0 m m 0 0 ii I BLOCK A Call 48 Hours before digging: 20 COVENTRY ADDITION I ,�y 00 ( 811 or ca11811.com 0' 60' 120' I / 10'X70' UTILITY EASEMENT ' CABINET A, SLIDE 7028 SJ� 1R Common Ground `�(, �0- A liance X ` CABINETA,SLIDE 7028 ' P.R.T.C.T. `d' P.R.TCT i 19 18 I 77 S1�QP 76 1 15 1 74 P�S 10'XIO' UTILITYEASEMENT 5/8" CIRF XHA' I CABINET A, (CM.) I 1 I 1 7 L I5' UTILITY EASEMENT SLIDE 7028 CABINETA,SLIDE7028 75'UTILITYSLIEASEMENT7028 I I P.R.T.C.T. CABINET A, SLIDE 7028 RUC.T. P.R.TC.T. -NB9°sr02-E-�r2409'- -� - — — — - - - - - I I - - - - - -- � 45' DRAINAGE EASEMENT � 5/8" CIRS—k` INST. N0. D217054304 O.P.R.TC.T. 3 — — — — — — - �."., N89057'02"E 293.61' _ PRIVATE DRAINAGE EASEMENT —————— — — — — —————— — — — --- — ' o' c ni 0 1p O 22,054 SF 75' SANITARY SEWER EASEMENT N 10 PRIVATE DRAINAGE EASEMENT J DOC NO. 0223066531 a N ¢ 'o O ^ U 6 co w N O 2 0.506 AC DOG. N0. D223094148, P.R. T.C.T. O,P.R.TCT. U ^ W O c r, -C)? POINT OF� 3 BEGINNING LOT M-2 HEAL TH ADDITION DOC NO. D277054304 O.P.R.TCT. b NOT TO SCALE -� Line Table Line # Length Direction L1 15.00' S00°02'58"E I L2 48.52' S00°02'58"E L3 77.73' S89°58'34"W POINT OF COMMENCING — 5/8' CIRF 1 / "KHA' (C.M.) W. RENDON CROWLEY ROAD (VARIABLE WIDTH RIGHT-OF-WA?q CHECKED: 1BA LOT 1, BLOCK 1 DRAWN. A;�R RENDON CROWLEY STORAGE CITY OF FORT WORTH TARRANT COUNTY, TEXAS N90°00'00"W 400.00' LEGEND (C.M.) CONTROLLING MONUMENT DOC. NO. DOCUMENT NUMBER VOL., PG. VOLUME, PAGE CAB. PG. CABINET, PAGE IRF IRON ROD FOUND CIRF CAPPED IRON ROD FOUND D.R.T.C.T. DEED RECORDS, TARRANT COUNTY, TEXAS PLAT RECORDS, TARRANT P.R.T.C.T. COUNTY, TEXAS OFFICIAL PUBLIC RECORDS, O.P.R.T.C.T TARRANT COUNTY, TEXAS J i a�Z2o ¢go RENDON CROWLEY STORAGE u Q o LOT 7, BLOCK 7 0 DOC. NO. D223094748, P.R.T.C.T. 5.000 ACRES STORAGE CHOICE - CROWLEY, LTD., DOC NO. D22229707Z O.P.R.T.CT. NOTES: 1. BEARINGS FOR THIS DESCRIPTION CITED ARE BASED ON GRID NORTH STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE 4202, NORTH AMERICAN DATUM OF 1983. ADJUSTMENT REALIZATION (CORS 96). 2. A LEGAL DESCRIPTION OF EVEN SURVEY DATE HEREWITH ACCOMPANIES THIS PLAT OF SURVEY. JASON REGISTER W PRIVATE DRAINAGE EASEMENT Phone (2,4) a734640 2901 Dallas Parkway, Suits aoD Tag Free (B80) 937-5150 Plano, TX 75093 W I LLI A M STONE SURVEY, westillimidlimom ABSTRACT NO. 1400 yyesbyapdprofem,qnal SwvkmInc. TBPELS ENGINEERING FIRM REGISTRATION NO 11756 TBPELS SURVEYING FIRM REGISTRATION NO 10074301 PROJECT NUMBER: 003713 5.00 /14/2023 SHEET NUMBER: 3 OF 3 DATE: 06/14/2023 m D Uj 0 Ln r J O U z O 0 z or EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT B KEBLEDR— — ---- �..-----F„�------- o.,E II I I II I I I I I I I s, n�ittEs T 1 x l I I I I I \ I I \ I � I v --- I i \ iw 1 1 1 I a I 'U a 1 ' I - twei ECLCi' HOPE J tssass f BENCHMARKS E0.ryo --—N—L mla\.x x .see s�EeTcad� R wFoxMnd6�+ � — 0 1 ' 4 I� e� hso;.—� r e,...... ..d........... .,........ — — LEGEND TruNE — — NruNE / a Ga oo xG I I \ it [ I wl R s',�II c*� I / � \ j � I T I III I I - M 0SEEN -------r_z_MEN' _� MATCHLINE SHEET C302 4 PROFVGEDC Iry PENINGswuuw A O G Imsx • EG t3�50 * e ® MR OF C OWPFIMEMENT w / w FF-taz.so iiEvnno�FiEooa t. NOTEULPRGP05ED ArvD EwsTNG GRwES Iry xOrvaaveDAREA3 ARE-(.e INIPNDECAPEDEDE, TDPGF 2. 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EXLAI Oei 19.1 O.N O2B 3S0 t� 3�9 1S2 e11 2.19 TO EZA 5'Cub Net(139001-031_318) 0 133539 .! 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RENDON CROWLEY ROAD A MA v a _ -► -----�-----------M1LE1r ,� - � e�ISloRle, _ � E�A< I x elr+l>=T _' I Composite Coefficient i EXISTING DRAINAGE e .d a ..N .mm M N.a me.I.ba - R, a at wb,1� m a1 aeaAi .I TIm �9m AREA NAME C-p C1 At C2 A2 AREA MAP e.mo wu,. w al mn,m L`ml° 1-ml ww^I^r. i i "Isla (Nal nv.en M,.t IN)Iv i n�)e. ea.� le �"til �iela mim ml mla Inol -ar• mOm9 loW n,°laml� HI,(n,Im i Herr na. eav++: a v.w vavec 0 0 o.m 0. 0 0 om 0m I N.zsas szs EX-0A1 OS9 0.90 0.72 0.30 0.]9 z0a o.oas o.zs oa 0.00 om I o 0 0 0 -A2 0,30 09O 0.0o 0.30 t1.10 C401 i e�a.xapW uto a sane am 0m 10 0 0 0 I P I vavea o 0 0 3s1 {11 � �p IFxaAa LwtaaalooN 0 s.sol zoo 0.0zz o.zs o.z1 zz.Ts IO�arm m° I 0 000 om I o a o 0 0 0 om 0m I z30T sae 1 EXdA9 0.90 O90 0.20 030 000 EX-0AI 0.44 0.90 0.16 0.30 0.5 _ s�k� 'IT o�+aye o o am o 0 0 0 �55F RENDON CROWLEY STORAGE- PROPOSED CONDITION RATIONAL METHOD RUNOFF CA .CULA-IONS AREA AREA NAME I., TC C C•A 11 01 IB U 8Mv1 1., 0- OB 1. 1100 (,- 0100 1.) 1 2 3 4 6 8 T 8 0 o6T 8 10 924 11 COMMENTS 6 8 j(jV . N61Ai whe S„uc,u,e t0 090 92a �6 08t DA DAI DA:8 001 io o. C. 4a o1 114 6 039 0,6 9 oafi ou `0 1 33 p 020 OJ8 0 Od o;; 10 0�53 021 41 ; ioP 020 11. 090 O.tB 408 0>9 6T4 000 B24 Z 1. /y �yyR9�� �CIfb N91)�J30UlL'3� 3`i91 DA 1 003 10 0.30 OA0 08 0 OD1 4.08 01 6 0. 4 Te IDRI� 1 I I EXHIBIT B r _ 4 �1 KEBLE DR r- _L IJIL 1 -__-- IEE A 0ffTALL6 - � C� C DPxT.GT. I - _1000B� �� A 8 - y f GA T �w96,;o���zsRT,zT,T��� e � � I \ I ---� -- t.�,�� --------- - GA,6 - ex S. -- ------ --- --� LET �E%9Cu1xB INLET / ,16 nn,-03 3,6 0°C W. RENDON CROWLEY ROAD E33001 E%.6 CU MINLET „6 E%9GuN6­ El s �I ET cu I eamlmamwnn swnrww emno.nem 9me.wemmmmeaNw comvomm 2me N.wemm.onem ammeisbw emnoanem imm. 8.4nD Ima we ww h y� eea< skw r4mxie'• v.mry mmel .Mn skve v.l.a,r Tmme IeM slop veimp nm. l.np skw v.mry Lime wN1se Sauellm. Iml MI xlhl6 m/hl Ih/md Imml IMI Ix/kl Ix/mq Imml Irtln Ih/xl In/rq Imnl Inl6 Ih/nl 12/mp InuM DT.MInI• v.Imm, oA16 UnaMopea 533 3 r,vine la oms ols o.x4 6.9 o o Ow o.0 0 oAo 0. a am o ,3A6 uo °h8 ..a im.noin a.asl Dom®.3e ta0 on, 01s 019 vfiz '1' vo a aa4 ono I o 0 0.00 Cw I 0 a om 0.0a I ,a6x sU1 '�"o7Gio'vicyER' 15s355 'DWm-9 BENCHMARKS E0.rye - LEGEND PxDPEETvuNE - - EASDa UNNE ® PaoaosE9 Du -- EN9DN000NTCuR _ C" E E � DD-NNAGE D 2mnc IAc0E81 9IAEG oEFL w a Cux9 NLET G-EINLET ® O INLET (w UET) Al LABLL DIN C0r0Po6iw C .M0i..t IAREANAME C-, Ct Al C2 A2 OAt 0.5// 090 OBB 0.30 0881 L DA3 0.90 0.90 O50 0.30 0001 r DA3 090 0.90 0.4� 030 000 1 -4 0.9C 0SC 009 030 0.00 DAB 0SC 090 1.0'l 030 0001 DAB 0. 090 0. 030 000 I DAT O9t1 080 OOT a" 000 I DAB 0.39 0. 008 030 0.S2 DA9 0,44 050 008 0.30 0.19 DA 10 0.47 090 C. ow021 I DAll 0,53 090 ClS ow0241 I DA 12 080J 080 0.C4 030 0-M Al/ I SO I DA 16 05% 090 0T, 030 11 �DA 18 0.30 0.90 0.00 030 533 DA" 0.. 0. 000 030 -31 Z 0 00 W (D 101z J )F a ft W J i � 3: �� 300 It 0 LL PROPOSED DRAINAGE AREA MAP C402 EXHIBIT B Z m p p m ... O c Fn s LL F 3m mn m -0 �15sass //,z 3 m "roxDA�'i c' a of m J m G pl�ll W z of � oa - BENCHMARKS 0 im Ern-]a,w3 u0.EclrvBpe8ly. .xEswrtxvA00 pa w RENDON CROW LEY STORAGE - I-YDRAULIC CALCULATIONS P, Uspwsekmn '0sm3°n 3n 1'nNc lm, ca2�Bpre — E b n, ioren rot pD n6 —1 T "- Ao-1 Tmi.. MM7y re pmn G7— Dn pwlrem Em 1Am_ rereUpmn m(W) VM2g K-2O xs Em a 5 0 ] 8 8 10 11 12 11 14 10 10 ,r 1. 11. 10 10 20 21 3 co,nmm� St I18SO�0.�e•.S�B�01w ON OW 030.21 10.0- 10.00 s.]ery— �n J 14a�r;]r1FL/ R qe 8ze0a—oec�a&c;r,——mrIr �$==—�=—�;—r—r—fF 0�2re]< o� 1. °�m¢/ W20 5 wnnAuroPonD mtw2 ¢MD38 an , m��1. w1. 3. ,3w 2w +wr :: w „..1w=la w ; „ Bu°w r,•.11.2 DB B00, ° .m B n.1 .1.rzBwDw .1. B.1Mw - �ATBTAT.—.1 Isow3 . BB : � .W WZ 0 0r° w�14 °°'; " 0 X 8.°BBB ,B0. B01.1014,B. 0,BBonBB DE�roATN3B (9 9 6 �W De ow sa B, rzBarzw >QZ � B1— nIN ——E—O—ATn23 � °o°BLNW J F- U � Ol, ;1 oorz =: o.11. "B a ,w, ,mw nHOl Bn BB„ 010 r. 1.rz—NE---ATBAN4-.. �� I a "'° ]. r Q. ,B� Bz. e n BBB0m - 014 � =7 .,0, 0, BA n :U D% ]aS.% Jrz0.4'2 DroAT3TATNB. o J 5W ) °28 °i20e LL re : : l m ].a s8wzD3 28, B,2m1. +m o.Ut2 aw Bomtoott mnB °EroATnx ww 8�=3ow.o1 .3 041 o100 rr ,e O8nnW m waD-ATSTArox..0241 wl�.o°Z),—.1 .1 Oo r0—yes o, 10.01 s]. —8 Hll 4.0w 0w .11 „ nn.21 mB, ns4 nenT 21 7. Is-3 aaoo 11111 AT. 6 , z zozz yr - 3n ea a5 zt 1 awm21 owoo.af 0.m o.a otn +m+ za ,mvr - - B.sB ,B o. aom%ns.za eels o.w 0.w B.00 B.w uw 0.ao 0+0 ne.3a ns.as rise. rre 3]coxxEcrrosae ATSTA]IDx S.saw soa°O4n 3] w oA+e - - 0e nstn nn nB nn� rn�w aAwx . AA .J ,8,� _ Bw , 3B 23 ;� �JJJJJJ ; J 23 3� ON Bz. Bu �J n n E ISID�s. 00.10.04 OO.w ,0.00 ON w e ,W t023 0. 00 33! '2 R 5.80 B.3s BO 011 Oil n l DA,a,] Bw 118, ON ,B, 3" 13. 8.01 2. w Bw ,22] 2323 ,�rr 3 w BBwB > ,° ;� Tw 3p BB3 D,] B23 021 .1. n137 MW—E—ENBTNDw.HOPE B,s2B 1 °,'-rink �zan HYDRAULIC ne,caae�a�. �Bny=n one„ ea a non iry sn8ssxmxmeaenluruaau. Panm I reaper tnu� aosm ,ream 3 x mm a o,olo inp3Be al°. a mBi� sap m waaP.mBi ao mB rereo �Im xn CALCULATIONS C403 I I bI, I � I II / ---j 8a I I/ $I Ex 16 wl m o / I O z n O ; lil m I o? � 0 msi O o Iu� n \/ IT K O 43 �o A Sim m a a o o a F m CROWLEY ° STORAGE 0 500 W RENDON CROWLEY RD y > FORT WORTH, TX 76036 n u a I I I I I I I I I I % i II II E pp �� -E mw E Es. I m I m. sAgE evenn�run— _ I 'lf€'I P E LOTO N I1I LAND SOLUTIONS a m 745 740 3 735 730 / 77EL 255 720 715 710 -0+50 0+00 EXHIBIT B SD -A 745 =. 740 s s s s a a=3 - a � as 735 DPE IIIII J 2+00 LL 3+00 730 nT L- -- - --- --•` I I I I I I I I ­1. iD.6- l l l l l 725 1 u l l l +4+11111111 i � 7zo - I 715 710 4+00 5+00 6+00 7+00 7+50 CUNaN O Wall Prolac4on DSO�Iv/(1.3(2p1Ye-Yw)Nw)1'D.S11'0.3 e' .2 we D„- aez a 1zmlm�. s• eaaalna SD-A.1 SD-A.3 SD-A.5 SD-A.6 SD-A.7 745 745 745 745 745 745 745 745 _ 745 745 IIIII III I I I IIII IIII IIIII II I III I IIIII III I I IIII IIII IIIII II I I IIIII III I I IIII IIII IIIII II I I 740 1 1 1 1 1 740 740 740 740 1 1 1 1 740 740 740 740 c 740 S 9 i qE—E :S- E E r5 9, "JK�— y 735 udim3 °+—,$,�r 735 735 yQ_?_$^`_'r 735 735 aq—_$'mom 735 735ya'r—a`'Yu 735 735 735 730 �"E 730 730 730 730 730 730 106L 730 _ 730 ibMli c� ""'•5 730 aaEx�- m 725 725 �a�I1 a I1I-I•�IIII 725 725 725 1 1 725 725 725 725 I I 725 DPE \1a1ELP,E. am z,�Fs 1 720 720 720 720 720 720 720 720 _ _72D 720 �m- 715 LLLLLLA 715 715 cLLLL 715 715 �--LL 715 715 LLLLLL 715_ 715 LLLLi 715 -0+50 0+00 0+80 -0+5C 0+00 0+80 -0+50 0+00 0+80 -0+50 0+00 0+80 -0+5G 0+00 0+80 T., BENCHMARKS PROFILE SCALES: 1" = 40' HORIZ. 1" = 4' VERT. M Z 0 0 W rn O X J 0 V )LLj r 3 of W J i of3� �F- 300 C,U� 0 O LL STORMD PROFILES C405 EXHIBIT B SD-B 745 - --- — — ---- 745 740 _--- ——------ 740 -a IIIIII � - 735 54��a 735 I ---- 730 730 725 �----- ----_ ---�� __ oae®oao°.8 - .., ..� .�c.-[- � II 1 725 ----- I^rc� I� I 720 - --� - 720 715 715 illll � uy R V R R R g Ns B �'.m R R 710 LL-- -MO 0+)0 1+00 2+00 3+)0 4+0( 5+00 6+00 7+00 8+00 SD-B.1 SD-B.2 SD-B.3 745 745 745 745 745 745 740 � 740 740 �----- 740 740 ----- 740 88 —g ey_s $fir 88 m $ 735 as 735 735 _ r 735 735 _ _ _ 735 730 wnE� 730 730 ewTMui� �GE 730 730 �GRPA4E -- 7a0 725 a ra f 725 725 725 _725 1 725 I \ 9�F,a�o,= \,z�F,a•xoaE l l i i-a�,zaox � I �`�a`p,oaacx�Pe� I 720 \I f F 720 720 \ Mz 720 720 720 715 u.. u. LL 715 715 715 715 �. 715 -0+50 0+00 1+00 A+50 0+00 1+00 .0+50 0+00 1+00 T., BENCHMARKS PROFILE SCALES: 1" = 40' HORIZ. 1" = 4' VERT. M Z 0 0 W rn Q X J V 0 )LLj r 3 (t W J i of 3: 0o UN a�3 0 LL STORM PROFILES C406 EXHIBIT B SD -OS 745 745 74a -------------- ----- - -- Tao d+ <g----------+-----�+--- P � 735 735 I I I I I `� I I I I I 725 _ u _ _-�d 725 ��--- iii II III II IIII �- °° ___ e•r�l�.y�®obi I I I I I i � II I I I I I II IIIII -__ - I- —J Il III IIIII I', ���i iiii I II III IIIII 720 720 715 _----- .---- ----- -_ ---- 715 ^,IIII II III IIII IIII II III � IIIII :IIII II III r IIIII -0+50 0+)0 1+)0 2+00 3+00 4+00 5+00 5+50 '�"o7Gio'vicyER's. rssass BENCHMARKS E0.ryo PROFILE SCALES: 1" = 40' HORIZ. 1" - 4' VERT. M Z 0 0 W rn O X J 0 V )LLj r 3 of W J i of 3 H O O 0' O LL STORM PROFILES C407 ie'+�n�pruin �x rnkam ev � I CvaoxosnEx is s (cor+�Ex�ncrw �D 57g_ PRIORTOLONSiRUL1w — ar$�17 us-0ra��a waoo _ _ \ xaoxos x«zcoz= m \ IM- .� m /m Nsr e `ate' ER o�Eru�lccovije � IIM=n8.50 O J I I II I I I I $� I B I I I I I I I I I -e III I I I II II II I IIC� i e m k zo O €� H2 o mm m��Am ag s �m A A 0 0 A - m CROWLEY STORAGE z z z 500 W RENDON CROWLEY RD y y FORT WORTH, TX 76036 a w a m.o P E LOTO N II LAND SOLUTIONS m ${/ VR WSEL=n6.0a / 14 uTLEr aucluRE EVPnON ='IYaW smwsEL-ns.zE I.vR wsEL=Tzaoa m� .aaFl�E .'TNE OFQ OPIFlCE ELEVA ION=' 2W 16 JI WTLET CPRIMARY OUTLET STRUCTURE DETAIL scuE N.TG �rz �'�;"" °��. � /►PARK; 'IB-01 p EXHIBIT B ..11�an.,n���ppyy I ♦+gnpnp, eE uen Ekv(nl Txa x n wn n � °' iSSS53'� „EM s�� skxPE css mP Panalm mwwl Tnm om xs o o nz.ss ob j 0 - - 3 n wsiEATEuv. Wsixven*Euv n I a�xl" mz I arcu�'" I ® ex NJUVIxx1"La a 3Erl m m'?.rneeboe.dlMl ^C{ /pI Ta 3 Tx-* ' ss 'v.z5 s , s,n R cw,Eu mxm(nl �m d E Yawxv ,N.Va meln, 6m gem x6xxy w r .P w R.an h.elM as>� n � , '~ICI GONCRETE$WALE, REd4 ' E�',.41M 81M19GORP�OE IN ORS nT f�. und. 13"0.GEW yyyy //u}f"`11 so I We&,/IfE�Nfl^xA x�E,E"x�iENnl �w I x �, 7y,'�) -x91yy91 TQ& 9 rss6qq))x ,lle DETAIL a®, , CPILOT CHANNEL �EnT BAN Jwrzi"I �A[x p,+x+ x.we WISs -E N.I.. wNbKt4UUATNxSrJA FNty i },N. id. j coMpi[nxv< 's TME oN TME aam am ss.wo IGG naw Tssm I zln o.nm,mro�a Paxme wsEE a,.m fpy Aa.l // P2 w.a,.l .ro.e ava II ,a..x zazs ,x.sx nz> nuea msm ze.vE mnz . za zw I 3a,n7 xz z ; = I Q PREEDDIUN AGEESMT O p' ANN - ez _ - _ // ILDING BU Eswrt TN=nA0 11 IN / — III a iTi �Ti�L� REOOao oarBwsEE-TN9 �'�i IIII RwELna L_ __fl— — mil=ii—IiI —11IiI II—I11 I ITI _� � �- I � — I , TT ffl 11-�, _ —111111111 1=17iJ 11 I I I _ ON ww wALL ET. SECTION A -A CDETENTION POND SCALE N.T.& w SECTION M CDETENTION POND EC N.T.S. 0 DO Z OR o W ❑ X 3 W J r 2 3 r O UN 0 In T 0 LL POND DETAILS C409 EXHIBIT B LL� I rm e � ,� TOP�,�a l Ii I E aI o7Gio vicNia'- w aeLvan �a ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® III III III III III III III III III �sraeeaer.wnu SECTION C-C C EMERGENCY SPILLWAY EM rv.r.s mDesicnBui�n CONSULTING Sexvices„� H". REV'SIONS �.� •� w, A�o �,a�l��.� ww� wei �., 6�rv>imti w/ afo �rvRn�m,X wui w TFXAS BIG DRFAMS ARI wcTGN, TEXAS WAI I If)l TAI( S •'^%'m " �� e/su-ea-004— w/u/zi 1— s or 5 O c] Z ❑ O W fn 0 1 N J V 0 i X 3of W-i= I3� itF- 300 0 co �O� Of LL POND DETAILS C410 >::: >::: >:: _I NT .EINNGN-PA G AREAS BACSEC'Ma:ERiAe .NA}3E05M IN it........ ... IF .....:. J 95R CONPACTON PnUM NOIETURE CONTENT FABRIC GEOTEXELE USE BACKF LL ABOK PPE SPRING—NNEf, USHED ROCK 6 N. SECPON }} OS tOR ALL BEGMAX 2I1 TRNIN W ii i ... oL RANCE (TAP.) C TRENCH DETAIL N.T.S. DI) 01-ACCEPTABLE BACKFILL D402 - EMBEDMENT FOR HOPE STORM SEWER ALL SIZES �IMANDTG6ER AN......D41THO OEORM NGRR EXHIBIT B I � I I I I I it 311 L__ J e I• �r rm u•••lumvw°n5^rt' FJ .L • ...e..... STAND WITH RIDPTINLET m w.33 49 20A40B :,� x w.wuu wT� ..au�en wri 0aacsu. weceoi ^ •• ^ BBATB INS ��arctxscg � SbNAL f0' II STANDARD 4'RSONARE I 334910-D409 JUNCTION BOX (4 o 1 W OZ ar° J O } r W J = H O 00 U N p U ED O LL STORM DETAILS C411 Live Oak Lacebark Elm I �� T I COMMON NAME I I I Bermuda Grass (Sod) I I Bermuda Grass (Seed with Cudex) I \\ i\ / I ' — EXISTING 6' FT. HT. SOLID WOOD I 15 SANITARY PRIVACY FENCE SEWER ESMT. L— \----------- I—�IL-1---- PLANT SCHEDULE TREES COMMON NAME GROUND COVERS <' 1 SS EX SS EX SS EX SS ADJACENT PROPERTY SETBACK — HYDROMULCH BERMUDA SEED WITH — \ CURLEX NET FREE OR APPROVED EQUAL ALONG ALL 4:1 OR STEEPER GRADES \ AND WITHIN STORMWATER CHANNELS \ AND PONDS ------------I- �_- (REF. LANDSCAPE DETAILS) >PROPOSED 6' METAL FENCE - (REF. ARCHITECTURAL PLANS) _ `. / N1 A AA a\ M Ae A III / PROVIDE BERMUDA SOD TO FULL LIMITS OF 0 / DISTURBANCE. LIMITS OF WORK SHOWN IS PROPOSED 6' METAL FENCE APPROXIMATE AND IS TO BE VERIFIED BY (REF. ARCHITECTURAL PLANS) ( THE CONTRACTOR. 0.1 CROWLEY STORAGE 1101 PELOTON LANDSCAPE EXHIBIT 0. 50, I I LAND SOLUTION>f FORT WORTH, TEXAS JUNE 2023 a 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 Rev. 03/01/2022 BN Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration system REPAIRS REPAIRS DATE NOTES REQUIRED MADE STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN FORT WORTH EXHIBIT'D' rotw4fth° Sb rmwater INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN Management Facility Name: Basin/Pond Number: Inspected By: Facility Agreement Number: Date: Type of Inspection: Annual , Quarterly , Monthly , Routine , or Storm Event , (# days since event Basin Conditions: 1. Is there standing water or wet spots? 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? 8. Are there areas that need to be re -vegetated? 9. Is there any accumulation of silt, trash, debris or litter in the basin? 10. 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: Date: Owner's Representative Form CFW-6 CFW- SEPTEMBER 2015 Appendix A A-17