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HomeMy WebLinkAboutContract 61862Date Received: 8/19/2024 Permit No.: SWFMA-24-0009 Time Received: 4:48 p.m. City Secretary No.: 61862 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 19th day of August 1 20 24 , by and between ACH Landowner IV, a Texas nonprofit corporation, 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 Mason Heights, an addition to the City of Fort Worth, Tarrant County, Texas according to the deed recorded in Document No. D224043309, 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 ACH Care House, 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 BIN 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 BIN 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 19th day of August CITY OF FORT WORTH Oana BUf a,-hdoff Dana Burghdoff (Aug 1 , 202416:28 CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Aug 19, 2024 Approved as to Form and Legality: Matthew Murray Sr. Assistant City Attorney City Attorney's Office Date: Aug 19, 2024 2024 LANDOWNER ACH Landowner IV, a Texas nonprofit corporation By: Wayne Carson Its: CEO of the Sole Member Date: e L 1. 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. Rebecca Owen (Aug 19, 202412:22 CDT) pQb�aan�� Rebecca Owen ATTEST: �,, FORl�o°d� Planning Manager ,�o °09.,0, * ° Aug9 2024 Date: g % �4Il nEJ( a5o4' Jannette S. Goodall City Secretary Date: Aug 19, 2024 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 August 19th, 2024 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. LANDOWNER STATE OF I �.. COUNTY OF ,14 Brooke Bonnell (Aug 19, 202416:30 CDT) Notary Public, State of Texas YpcBROOKE BONNELL _ Notary Public * * STATE OF TEXAS Notary I.D. 134009525 or § My Comm. Exp. Oct. 11, 2026 BEFORE ME, the undersigned authority, a Notary Public in and for the State of �I, on this day personally appeared name), F ». ,-€ F? -r ~;! t'{_(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 (entity), a f' t'i:.''t (entity type) and in the capacity therein k stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this of Avt� } l j 20 . Vij 1; Notary public, State of JUUE VW. BROWN M11 MC-511104F1�W STORMWATER FACILITY MAINTENANCE AGREEMENT Rev, 03/01/2022 BN day EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" "DRAINAGE EASEMENT" BEING 3,441 square feet of land situated in and being a portion of Lot 4R2, Block 1, Mason Heights, an addition to the City of Fort Worth, Tarrant County, Texas, as filed in Instrument #D215125841, Plat Records of Tarrant County, Texas (P.R.T.C.T.), and being a portion of a tract of land described in the deed to ACH Landowner IV, a Texas nonprofit corporation, according to the deed filed in Instrument #D224043309, Deed Records of Tarrant County, Texas (D.R.T.C.T.); and being more particularly described by metes and bounds as follows: COMMENCING at a 1/2" iron rod with cap stamped "WAI", found at the most southerly southeast corner of said Lot 4R2, also being the intersection of the north Right -of -Way (R-O-W) line of Grayson Street (variable width), with the west R-O-W line of Wichita Street (variable width); THENCE along the south line of said Lot 4R2, and along the north R-O-W line of said Grayson Street, the following courses, and distances; S 89031155" W, a distance of 40.40 feet to a 1/2" iron rod with cap stamped "WAI", found at the beginning of curve to the right whose radius is 430.00 feet, and whose long chord bears N 84046'28" W, a distance of 90.39 feet; Along said curve in a northwesterly direction, through a central angle of 12003'57", an arc length of 90.55 feet to a 1/2" iron rod with cap stamped "WAI", found at the end of said curve; N 78139'09" W, a distance of 47.08 feet to a 1/2 inch iron rod set with cap stamped "TNP INC ESMT" (hereinafter all 1/2 inch iron rods set are marked the same) for the POINT OF BEGINNING of the hereinafter described tract of land, from which a 1/2" iron rod with cap stamped "WAI", found in the south line of said Lot 4R2, also being in the north R-O-W line of said Grayson Street, bears N 78°39'09" W, a distance of 76.35 feet; THENCE N 78039'09" W, along the south line of said Lot 4R2, and along the north R-O-W line of said Grayson Street, a distance of 70.44 feet to a 1/2 inch iron rod set; THENCE leaving said line, passing over and across said Lot 4R2, the following courses, and distances; N 11'20'51" E, a distance of 39.68 feet to a 1/2 inch iron rod set; N 481114146" E, a distance of 22.22 feet to a 1/2 inch iron rod set; S 41 °55'47" E, a distance of 19.49 feet to a 1/2 inch iron rod set; N 89°23'49" E, a distance of 36.06 feet to a 1/2 inch iron rod set; S 00035'25" E, a distance of 29.97 feet to a 1/2 inch iron rod set; S 11'20' 51" W, a distance of 23.95 feet to the POINT OF BEGINNING and containing 3,441 square feet or 0.079 of an acre of land. Sheet 1 of 3 ACH 22214 2024 J4�THERON W. SIMS Theron W. Sims, R.P.L.S. Texas Registration No. 5887 t`•fti'o� �a?F ��'•3UR� yd Surveyed on the ground May 14, 2024 1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.000162225 was used to scale grid coordinates and distances to surface. 2. Integral parts of this survey: a. Legal Description and Sketch Sheet 2 of 3 ACH 22214 .10 SCALE 1"=50' LOT 4R1, BLK. 1 MASON HEIGHTS INST. ID215125841 P.R.T.C.T. I 27' PUBLIC ACCESS ESMT. I INST 1ID212201535 P.R.T.C.T. IhAI I tilh � I I I PRIVATE DRAINAGE ESMT. mrcr unof Sa osad� HOUSING CHANNEL I A PORTION OF LOT 1, BLK. 1 INST ID223176753 MASONIC HOME & SCHOOL ADDITION D.R.T.C.T. I VOL, 388-102, PGS. 30 & 31 I P.R.T.C.T. LOT 4R2, BLK. 1 MASON HEIGHTS —� INST. ID215125841 P.R.T.C.T. ACH LANDOWNER IV, a Texas nonprofit corp. INST fJID22404JJ09 D. R. T. C. T. S41.55'47"E N48.14'46"E 1949' N89'23'49"E 22.22' . � S00.35'25"E 29.97' S11.20'51 V 23.95' 47.08, 119a i1 FW MASON HEIGHTS, L.P., a Texas limited partnership INST. TJID207002963 D. R. T. C. T. NOTES. N 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.000162225 was used to scale grid coordinates and distances to surface. 2) All easement corners shown hereon marked with 1/2 inch iron rods set with cap stamped 'TNP INC ESMT'. 3) Integral parts of this survey: I a. Legal Description a i Sketch I w I o I A=12.03'57" R=430.00' —L=90.55' o CB=N84'46'28"W CL=90.39' m I e S89.31'55"W I 40.40] 1� ---I — t� L 1/2 IRF WITH 1/2" IRF WITH CAP STAMPED O.0 CAP STAMPED WA/» GRAYSON ST. 112- IRF WITH (CONTROLI»MON.) CAP STAMPED VARIABLE WIDTH R—O—W "WA1» —tt:, * X. �E .OF T STE F THERON W. SIMS, R.P.L e ••••....................teague Hall &Perkins TEXAS REGISTRATION N0. 5887 iON W. SIMs ..y.....................y... :q 5887 5237 N. Riverside Drive, Suite 100 Date: July 18, 2024 Surveyed on the ground �q�OFEs s UR;°?PDow Fort Worth, Texas 76137 1O " E{ 817.336.5773 ph 817.332.7756 fx S May 14, 2024 Atnp / TBPELS Registration No. 100116-00 T..\Projects\ACH22214\Sur—C3D\cad\survey\Easements\3,441 SF Drainage Esm't.dwg EXHIBIT "A" DRAINAGE EASEMENT Situated in and being a portion of Lot 4R2, Block 1, Mason Heights, an addition to the City of Fort Worth, Tarrant County, Texas, as filed in Instrument #D215125841, Plat Records of Tarrant County, Texas. JOB No. ACH 22214 SHEET 3 OF' 3/ EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN w;, nm it POND OUTFALL 24"X24" JUNCTION BOX WITH ORIFICES DETAIL �I I f~� f~o I I I' �I o�� xwo mfmo _g I S�S,eg` 9-------� --- I M ------L-s�eas9--------- - I rezn a i sac I POND SECTION A -A NTS ss� --e�� ,o jrl,�,,a9 EMERGENCY OVERFLOW SECTION NTS EMERGENCY OVERFLOW CALCULATIONS Q= CSBH ^(2) (4.1 cfs)=2.6(b)(0.5) ^(2j) b=4.4 Required Emergency Weir Length Length Provided = 10' EXHIBIT B GRADING PLAN POND VOLUME SUMMARY Elevation Storage Notes (ft) (d) 683.31 0 Outfall Flowline 684.00 240 685.00 1212 686.00 2728 687.00 4766 687.50 5940 Top of Pond Backwaterfrom Inlet = 683.24' POND ROUTING SUMMARY Return Event Pond Inflow Allowable Out Pond Outflow Max Pand WSEL Pond Storage (Years) Ids) Ids) WO (ft) Id) 1 1.6 0.9 0.8 684.94 1154 S 2.3 1.3 1.3 611.41 1948 100 4.1 2.0 2.0 686.45 3640 700 700 I I I I I I 690 � I , � 690 (f Ing g 680 / I: a 680 �N_ 1.00 24 DETENTION OUTFALL PROFILE I� SECTION B-B Q GRAPHIC SCALE LEGEND L1 Paz. - va ---- akpuoa "nm OUTFALL ROUTING SUMMARY I Elevation I Flow (ft) (cfs) Multi -Orifice Opening 683.31 0.00 683.5 0.08 684.0 0.40 684.5 0.63 685.0 0.81 685.5 1.30 686.0 1.71 686.5 1.97 687.0 2.15 687.5 2.31 ®Hahnfeld Hoffer Stanford architects /planners /interiors 200 9AIW Ave, Sine MO -1 02 fax i40�i{ '! R,P .rll! A'.Lo i'scori A. pBsoii . ,l q. 89290 ,y'¢i W U F_ W W F_ n fn W fn N J OX O fn W LL 2 z W OW Q Da 0 Q Q�: U =Im U U_O _ LL U Q REVISIONS >­'S zmaoo muu�ew o.a .., .sl.� •=alru'm�, DETENTION PLAN` ELUEO CFe ETC1.07A TNPPRCJEC ACH22211 OF SHEETS TNP TEPE REGISTRATION No F-230. EXHIBIT B g3 m a o > I I I I I x.ue u I ---1_ DRAINAGE AREA MAP 0 Hahnfeld Hoffer Stanford MP 00 ar<NKects/planners/interiors 0 -1]x9 t 5 28te 200 817 SI 0392 far GRAPHIC SCAIE 2�Lpp`��zp TEAGUE NALL AND PERKINS, INC CIML ENGINEER& LANDSCAPE AACHRECT EGEND 323]N RIVER SIDE DRIVE, SURE 11 FORT e EL 1�] 538E%A 3]G13] �D-NA ° FRANKST NET AND I-EINGINEERlEO, INC STRUCTURAL ENGINEER I��.vrtovos[o oOniNAo[orvp[ FORTW_-1TEXAS ]8104 SAIRD, HAMPFON &—N INC MECHANICAL, ELECTRICAL& PLUMBING ENGINEER 300 RIDGIEA PL, STE ]00 FORT TEL 817-1277 21GN CANNON HEALTHCAAECONSULTANT IMMS, WIFE 280 DTEL 2117"9002� SECURITVCONSULTANF 70MIN SUITE 200 AUSTIN, TE%AS]e]31 SERVICE DESIGN FECO FACILmES DESIGN CONSULANG 1169 N SURIESON RD, SURE 10] 8229 III TEXAS �SCDTT A. GIBSDN j fA w U w rn w rn 11J N ~ N N Z a D OX � (n w LL 2 z Lu a «s O U x =Ix U UO _ LL U a REVISIONS DRAINAGE AREA MAP a a,.KKR SHEET C1.08 TNP PROJECT NO ACH22214 OF SHEEr9 TNP Tt1PE REGISTRATION No 1—ravyr,x®2°2X--_ EXHIBIT B EROSION CONTROL PLAN ®Hahnfeld Hoffer Stanford architects/planners/interiors p wonAT..7e0D ort 817 921 MS 1 817— 0692 hx GRAPHIC SCALE --�mnpw`o_ 10 TEAGUE NALLANDPERWNS, INC CINL ENGINEER & LANDSCAPE ARCHITECT N. RIVERSIDE DRIVE, SUITE 100 FORT WORTH, TEAAS 76137 TEL 817.3-5773 FRANKW NEAL AND ASSOCIATES, INC MUM AL ENGINEER 015W BROADWAVAVE FORT WORTH, — 761. TEL 817 3321 a14 BARD, HAMPTON & BROWN INC MECHANICAL, ELECTRICAL & PLUMBING ENGINEER F300 RIDGLE4 PL. STE 700 ORT WORTH, TEXAS -16 T 33 TEL 81S 1277 CANNON DESIGN HEALTHIARE GRANS, SLIDE 280 T DAL TELEXANTE3600 SECURITYCONSULTANT 70MN MG_ EXPRESSWAY. SUITE 200 AUSTIN. TEXAS 78731 SERNCE DESIGN FOOD FAD CIURES DESIGN CON—ING 116a N. BURLESON RD. SUITE 107 #229 BURLESON. TEXAS 7 6028 TEL S_7S 022a AF S 9.�ii11 O`i'P AI �' �SCOTT A. GIBSON �� �. :... AA�go 89290 y,^ 1 '4cExs€R' 1 p W U W a) r Wto (W w N n J OX O N W = a= DISTURBED AREA Z LLI (' TOTAL wnuxeeo AREA o.4 Ac 0 V <� CONTRACTOR SHALL PRONOE STABILIZED U U O CON51RUC110N EXIT AS NECESSARY BABEO ON 511E CONSTRAINTS ANU SEQUENCING CONSIRUCiION , ` I LEGEND Q ® isn FEN�ernox REVISIONS oervme V,& avoaenr zzaam NUNAIen o.n .., EROSION CONTROL PLAN GHEETCl .12 TRIP PROJECT No ACH22214 OF SHEETS TNP TBPE REGISTRATION Na F-230 . EXHIBIT B wLLT siM �rx (m ) SILT FENCE AT INLET - PLAN VIEW N.T.S. wo» � asill Fwm Stone O.m— Structure SILT FENCE NOTES II ttw1RAl KN AUWC IKKV£Rh LWfS RU1fC1-I A IREES RNT 111 II � �� �xrta ��Imw.xrortvr �s �nremr Ns�imvj fl { SILT FENCE CONSTRUCTION EXIT NOTES vueuc RwNrs<G wvuusT ' A o m mAiam A_ _STABILIZED CONSTRUCTION EXIT_ EROSION CONTROL NOTES (TNP) £WiPMEN! SMALL Ef UYO Po REYOK £ARPKN MAIfMA(S FRW PASSMC MA'NYI ROCN RERIIS/ERO7FIX IXiffEi/ 5 S AttTWGANIING LVJLUMGN! fNP]IFO. 'PIXLURglNPRMNMAV GUN' lCA S/OXN CN Al R(PINS(NIAIIK pYr CONM.ICRW Mp1F Y�l91NG!£ROSIP ON- �ANRR AA-1 a35 (IM pFS) ®Hahnfeld Hoffer Stanford a rchi is/planners/interiors 200 W81 7 Ave. Su7N 200 911302 0692 L ry ��F.�Rf�,r•1 �SCOTi A. GIBBON i^. LLI U F— LU 0) Lu T LLI y W (1) n �Q O Q C� c O LQL = >- F- Q 2 Q ♦� ca O ❑ Q Q� x x� U UO U Q EROSION CONTROL xex CAe�f DETAILS SHEET TNP PROJECTN. ACH2221A • TNP TSPE REGISTRATION No F290 OF SHEETS EXHIBIT B NVLOPL T24^DRAIN BASIN 2824AG_ X rwrha wrtmi.wewaenao \ — FEE mm 1 \ s ern woaF.� umuE ��x �m �� sEEowxn� ®r-nwrr rasmxmrncnnsiunrn w.no.mExoso.erwow...�em� eon .A rmurmr _ ...rrw .ve"r..ee��menm,eeem._�v��o a. iimi.. 1Fw,r xausmirm.�rn�wen .........I me e" a" a eeww eeu�wn. eumene"w �mmao a.0 STORM DRAIN PIPE WE OR PVC) EMBEDMENT & TRENCH BACKFILL DETAILS R ©osoo oo-�oo e©-mee �I oo_-soo 00_s00 SC6�il)'�EADWALL DETAIL 0 Hahnfeld Hoffer Stanford a r<Nrt —/planners/int-- 200-a yAve, Suite 200 ^ 817 802 0892 I. TEAGUE NALL AND PERKINS, INC DIM ENGINEER& LANDSCAPE AACHRECT 323]N RIVERSIDE DRNE, SUREIW ED7W eta]338E%A3]0137 FRANKLFL ASSOCIATES. INC STEUCTURPL ENGINEER FORT WORTH, TIXAE 76104 BARD, HAMFTON A GROWN INC MECHANIC& ELECTRICAL& PLUMBING ENGINEER 0300FORT RIDGGLEA EL 'AS 761 TEL 817e 1277 DESIGN HEALTHCAAECONSULTANT 1.1— D2U1 TEXAS ]5TEL 2117"" SECURITY CONSULTAM 70MN BUITE 200 A TEL 5126809ABO]31 SERMCE DESIGN FACILmEs DESIGN CONSULTING tO1fia N BURLESON RDSURILESONF DSURE 10] fr22a TEL—w8 022a AR �d II,'. 89293 yRy 8" NYLOPLAST DRAIN BASIN & INLINE DRAIN fA W U W rn > W LU ~ ti N QooQ000 w A TYU) WN Z cn Q �0000 O X LU 00gmwp LL = a o <_ PLAN Q yE Z W a 0 w O ~ } 2 2 0 O 112LL SECTION �u�5i vps �.uc a wA¢ BRO0.Y5 24x11 -YAF I. CIA£C]6f�ANE & CRAIE APPRONOEWA(fA� 1 GPAO£ 60 FE91F 12"X12" CATCH BASIN & JUNCTION BOX 24'.x24" CATCH BASIN Rrs w"Ts p REVISIorvs oEr,O*E G1 •" STORM DRAIN DETAILS SHEET C1.16 TNP PROJECT No ACH22114 OF 9HEEfs TNP TBPE REGISTRATION No R2]0 EXHIBIT B CRY OF WOTH ACx CHIFD a FANIL.S ERVME3-CAREHWSEADDRgN MCA TIFIAL lDr�AA&f( ARTPtiHLLOT UNETOSPOSS3REARCA ;MTh ,_HE,DSCAPEAREA SHRUB RECUR EME 111 TOTAL sHR BRoEONr.ARD ARD I ••T ae p J2 GRAPHIC SCALE scut � , zo PLANT KEY EXISTING =_- �t' i�1� TEXASBEDeAX BUILDING - I z I cEDAGE. A E L Z 0 �rFM - W m , � xALLCANo .TE—AEoa L. 1a 1' �\ GEAR a1RFDvuccA � a- / W NFwFRR1FvwR xouv yl- v RU35 TEXAS LNITAHA �4\ IztI BLUE ORAM1N _- I oS > noSuu wa .I— a1wwR _ ,� �' FwFRs.F�xsxOLL --E.-ELM ° SwFDAA., EXISTING — - - �/ SPORTS COURT soorsEED coNNON NNnE \ - — 11Tex<s IAH..wn nFsaEw.,�oasoD RD ' 75g�: `4. - PROPOSED CARE HOUSE DETENTION L' — .POND RaA ✓ v xR �'_ I GRAYSON STREET W�X=UUE TO CO BE BE LANDSCAPE PLAN FOR ACH CHILD AND FAMILY SERVICES WICHITA CAMPUS FORT WORTH, TEXAS 0 Hahnfeld Hoffer Stanford architects / planners /interiors F B.IRey�A . S 761DOU F.BT 308 e 20832fax TEAGUENALLANDPERMHE ING CIVIL ENGINEER 8 LANDSCAPE ARCHITECT 5237 N. RIVERSIDE DRIVE, SURE 100 FORTWORTH, TEXAS78137 TEL 817 3365773 FRANKW NEAL AND ASSOCIATES. INC STRUCTURAL NGINEER 1015 WOBROADW YAVE FORITEL R, 3321.' BARD, HAMPTON -OWN INC MECRANIC4L ELECTRICAL & PLUMBING ENG NEER W RIDGLEA PL STE TOD FORT WORRI TEXAS 78116 TELS173-217 1C11AGNAR°NCODESIGN .535 TRANS SURE200 DALIASATEXAS750 WTo200 - CURITYCONSULTANT ]WON MOPAC EXPRESSWAY SUITE 2W ALERN TEXASM731 TEL512880311 DM FOOD SERVICE DESIGN FODOFACORESDESGNCONSU NG 11AAN IESON RD SURE 10T x22N BURLESON, TEXAS 7 8028 �ammrz, U) W V WM LLI wcn r J m Q X O U) H LL = Z W "� o a a3 x x� U Up _ LL U Q EVISIGNS "1- a 61 AD. LANDSCAPE PLAN xFo Rom... SHEET L1.01 TNPPROJECTN. ATACHF214 of sHEETs THE TBPE REGIETRON No - 30 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 pondibasin 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 9 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 10 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 11 Rev. 03/01/2022 BN