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HomeMy WebLinkAboutContract 56439 Date Received: Oct 11,2021 City Secretary Time Received:8:29 am Number: 56439 DRAINAGE CHANNEL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 6th day of October 2021 , by and between Metro Golf Cars, Inc, acting by and through Hen King, 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 6.543-acre tract, known as Lot 3, Block 2-R, Bell's Addition located in Tarrant County, Texas according to the Final Plat recorded in Volume 388-83, Page 26, Plat 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 Metro Golfs Cars Office Building 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 Drainage Facilities be constructed and maintained on a portion of the Property, and; WHEREAS, the City requires that on-site Drainage Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors OFFICIAL RECORD DRAINAGE CHANNEL MAINTENANCE AGREEMENT CITY SECRETARY Rev,1111912020 JLE FT. WORTH, TX 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 Drainage Facility ("Facility") at no expense to the City of Fort Worth in accordance wish 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 Drainage Facility includes all pipes, channels or other conveyances built to convey storm water to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Drainage Channel 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 DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev.1111912020 JLE 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 acceptable to the City, 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 incuured under this section, the City shall impress a lien for the costs of such work upon other lets 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 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev.1 ill 912020 JLE EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR ❑BLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage channel outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage channel, 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 t00-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, and 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 owners association. DRAINAGE CHANNEL MAINTENANCE AGREEMENT Q Rev.111191202 0 JLE Executed this 6th day of October 2() 21 rry: LAN OWNER: DJ H 2109;52 CDT) DJ Harrell,Development Ser'V-ices Director City of Fort Worth Date- Oct 6,2021 Date: Approved as to Form and Legality: CG�rist�iP Lon�z-R�ynolds Christa R.Lopez-Reynolds ds(Oct 5,202116:59 CDT) Christa Reynolds, Sr. Asst. City Attorney City Attorney's Office Oc5,221Qate: qOooRoo rFaOO pC. op o� a0°ATTEST: a j:j 0. 00 a�� 00 00000 ICY l� aa��FapSb�p Contract Compliance Manager: Ronald P, Gonzales,Acting City By signing I acknowledge that I am the person responsible Secretary, City of Dart Worth For the monitoring and administration of Date: Oct 6,2021 this contract, including ensuring all performance and reporting requirements. Janie S. Morales, Planning Manager Development Services Date: Oct 5,2021 OFFICIAL RECORD CITY SECRETARY DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev.111490020JLE FT. WORTH, TX STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before ine on _Oct. 6,2021 by DJ Harrell, De- elopmetit Serw-ices Director of the City of Port Worth, on behalf of the Cit}-of Port«Vorth- Jennifer L. Digitally signed by JenniferL. y JENNIFER L. EZERNACK Ezernack i Notary Public STATE OF TEXAS Ezernack Date:2021.10.0610:23:05 05'00' + •I NT P Notary I.D. 130561630 Notary Publ c State of Texas 9�OF My Comm.Exp.Mar. 1,2024 STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of � —r: I -c—__- , and that he executed the same as its �� I and as - act of such l2�x��''�((A&r—and for the purposes and consideration expressed in the foregoing instrument. r� ROSE M VALLEJO No ry Public, State of Texas i Notary ID#5769894 sA F My Commission Extires 'rtoFtE` February 13, 2025 OFFICIAL RECORD CITY SECRETARY DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev.1 111 9/20 2 0 JLE FT. WORTH, TX EXHIBIT "A" Page 1 Of 2 Field Notes: Description for Facility Property across a portion of Lot 3,Block 2-R, BELL'S ADDITION,an Addition to the City of Fort Worth,Tarrant County,Texas, according to the Plat recorded in Volume 388-83, Page 26, Plat Records,Tarrant County,Texas and being more particularly described as follows: COMMENCING from a 1/2" iron rod found for the most easterly Southeast corner of said Lot 3, Block 2- R; THENCE N 70'12'02" W, 309.18 feet to a 1/2" iron rod capped MIZELL 6165 set,the Point of Beginning of the herein described easement,at the beginning of a curve to the left whose radius is 414.85 feet and whose chord bears 5 80%%D24'29"W, 318.50 feet; THENCE along a curve, in a southwesterly direction, a distance of 326.89 feet to a 1/2" iron rod capped MIZELL 6155 set at the end of said curve; THENCE 5 60°57'06" W, 26.09 feet to a 1/2" iron rod capped MIZELL 6165 set; THENCE N 28°44'05" W, 78.71 feet to a 1/2" iron rod capped MIZELL 6165 set; THENCE S 88°5Y57" E, 25.78 feet to a 112" iron rod capped MIZELL 6165 set,from which, a 112" iron rod found for the Northeast corner of said Lot 3, Block 2-R bears N 58°15'05" E,745.85 feet; THENCE S 01°06'03" W, 14.79 feet to a 1/2" iron rod capped MIZELL 6165 set; THENCE S 28°44'05" E, 30.69 feet to a 1/2" iron rod capped MiZELL 6165 set; THENCE N 60°57'06" E, 10.96 feet to a 1/2" iron rod capped MIZELL 6165 set at the beginning of a curve to the right whose radius is 480.56 feet and whose chord bears N 81°27'52" E, 328.46 feet; THENCE along said curve, in a Northeasterly direction, a distance of 335.22 feet to a 1/2" iron rod capped MIZELL 6165 set at the end of said curve; THENCE S 00°07'43" E, 15.15 feet to the POINT OF BEGINNING and containing 0.156 acres(6802 square feet)of land. STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.11/17/2016 7 EXHIBIT "A" CONTINUED Page 2 of 2 3 - F qq �4 J 's I r: ry i BgW&D� PHU � i pin s, 4 n� a� R STQRMWATER FACILITY MAINTENANCE AGREEMENT Rev.11/17/2016 8 EXHIBIT "B" Page 1 of 8 ! a -- NA -�- --- ----=-= f-- _- - ! r l r l 1 � I r. ; I rAl ti • CHARLES CROCK ;UF,TRO GULF xx d7 .'���• COf4SL1LTf N,G. INC- STORM DRAIN �, CA R.5 pF'F'!cL' X PLAN STQRMWATER FACILITY MAINTENANCE AGREEMENT Rev.1111712016 EXHIBIT "B" CONTINUED Page 2 of 8 Channel Report Hydr rnr Fxprnss Exler+sion far AulrxleskF?Civil 3[7QR by A<<lnlvsk Iris Thumfty,Jun 10 2021 Roadside Channel Section Triangular Highlighted Side Slopes(z:1) = 4.00, 3.00 Depth(ft) = 1.18 Total Depth(ft) = 2.72 ❑(cfs) = 28.70 Area(sgft) = 4.87 Invert Elev(ft) = 631.20 Velocity(ftls) = 5.89 Slope(%) = 4.20 Wetted Perim(ft) = 8.60 N-Value = 0,035 Crit Depth,Yc(ft) = 1,34 Top Width(ft) = 8.26 Catculatlons EGL (ft) = 1.72 Compute by. Known❑ Known Q(cfs) = 28.70 Elev(ft) section Depth(ft) 634.00 2.80 633.50 2.30 633.00 1.80 632.50 110 632.00 0.80 631.50 0.30 631.00 -0.20 630.50 •0.70 0 2 4 a 8 10 12 14 16 18 20 22 24 Reach(ft) STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.11/17/201-5 10 EXHIBIT "B" CONTINUED Page 3 of 8 Culvert Report Hydranaw Egress Extension for Aulod"W civil 3CM by Au[odeak,Inc Tum Way.Jun 8 2021 Culvert 'D'Analysis Invert Elev on (ft) = 627.25 Calculations Pipe Length(ft) = 40.00 ❑min(cfs) = 57.41 Slope(%) = 0.63 ❑max(cfs) = 57.41 Invert Elev Up(ft) = 627.50 Tailwater Elev(ft) = (dc+D)12 Rise (in) = 30.0 Shape = Circular Highlighted Span(in) = 30.0 ❑total(cfs) = 57.41 No. Barrels = i ❑pipe(cfs) = 50.56 n-Value = 0.015 ❑overtop(cfs) = 6.85 Culvert Type = Circular Concrete Veloc On(fVs) = 10.43 Culvert Entrance = Groove end wlheadwall (C) Veloc Up(fits) = 10.30 Coeff. K,M,c,Y,k = 0.0018.2,0.0292.4.74,0.2 HGL On(ft) = 629.65 HGL Up(ft) = 630.45 Embankment Hw Elev(ft) = 632.44 Top Elevation(ft) = 632.20 HWID (ft) = 1.98 Top Width(ft) = 25.00 Flow Regime = Inlet Control Crest Width(ft) = 20.00 tw.. [dr.n 7l✓tnlrw .�aErai nim EEo Ci]JY a W KIM 110 uc m r rc rYa .w mx cm pro* meo Vtx STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.11/17/2016 11 f EXHIBIT "B" CONTINUED Page 4 of 8 � I I M1 I G 1 I a c I �a I � I all 1 I{ � I M1 I• � 4 I I s' I I I _ I I 11 I _ _-_____________________-- CHARLES CROCK --_____ �11FTh'0 GQ1.F'FRO CONS ULrING. INC. SIONno CD.TROL 'LAN CARS OFFICE. mr.� �m n HU11DING $TORiVIVVA I LK rALILI I Y MAIN I IzNIA -t M3KLL`VI LN I Rev.11/17/2015 12 EXHIBIT LFBTI CONTINUED Page 5 of 8 ERQ09N.C[Nl YHOL MUTES T & THE LOCATIONS OF TIHL EROSION PKCMCnUN OLIACIS THAT HM TO I rHC CONTRACTOR AND SuO--GOITRACTpRS WX]NT%IHC ON III,51M SHALL BE MANTA ICO. THOROUGHLY REVIEW An(1 LIPMERSTANO THE APPLICABLE REW IOMS LAT unun SECTION 402 MY THE CLEAT[WATTA ACT(33 U.S.0 B 1751 µ. C THC LOCATNSNS OF TROrJOB PRO1EClm LICVICES THAT HAVE FARED .44)AND CHAPTER 26 OF THE TEXAS WATER CODE REGARDING GENERAL TO DATE AS DESIGNED OR ARE KADEOJATE FOR A PARTIC" ERMIT P PROVISIONS TD DISCHARGE WASTE UNDER FPDCS CONSTRUCTIONH MWEAAL PERMIT NO.TWR150000 EFFECTIVE MARCH 5,2001$BY THE TEXAS COMMISSION ON EDINRVWENTAL QUALITY. REGULATION&PEFMf D. ANY LOCATIONS+THERE ADDITIONAL EROSION CONTROL DCVKES ARE FO195 AND'NUPPUR1 INFORMATION CAN BE OBTAINED BY CONFACINC NEEDCO. THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY(TCEO)STORM A THC CONTRACTOR OR H15 nPWIEE5 MAIL kCFP ALL PROTECTIVE WATER PRpORAM AT[517)7Si-4B71 OR'STOIIM NATEA*ON TINE%44 MEASURES IDENTIFIED RH THE S1FP3 IN EFFECTIVE WORKING CONDITION, IF 'NEB SITE A?rw Itaq.alRte.iN.w ALL HORN PrWORKD ON THIS THE CAPACITY F F PROIEC TIME NEA5URC HAS BEEN REOVLTD BY SODL LOCALCT SHALL BE FEDERAL D RI ACCORDANCE CE WTN ME APPUCABIL THEN THE CONTRACTOR SHALL REMOVE MF,TRAPPED SEDIMENT AS SOON LOCAL,STATE,AND FEDERAL AECIILA TFDNS. AS PRACTICAL. ANY BUILDUP OF SEDIMENT THAT ACCLNULATES FfF 8• CONTRACTOR SHALL ENSURE THAT ME SITE DOES NOT LUC IN AN AREA, SITE SHALL BE REMOVED BY THE CONTRACTOR A5 SOON AS PRACTICAL OR CONSIST OF CONSTRUCTION ACTMTIES,FOP TW*CH THE UNrED 9 NE CONTRACTOR OR MIS CE9GNEES SHALL INMATE PERMANENT STATES ENVIRONMENTAL PROTECTION AMNCY(EPA)IS THE PERMITTING STABUZARON OF THE DISTURBED AREAS OF iDE STE W11R71 14 DAYS AUTHORITY. tF THE SITE DOES LIE VATH IN AN AREA IN WHICH THE EPA OF THE CE$SATIa1 OF CONSTRUCTION ACTWTTIES IF PERMANENT 15dI THE PEAAII TTNNO AulHORITY P"THE CONTRACTOR SHALL ORTARI A STABILIZA IIDN IS NOT REyIIR{'D,THEN"IT CON iRACTFIR 7NALL YA/ITAW CS FRVCpON CENEHµ PERMT IN ACCORDANCE IMITI THE kAODNAL TEMPORARY EROSICN CONTROL M69CCS AS NECESSARY TO MNIKZE POLLUTANT O{:CHARCE 0Wr4ATIQN SYSTEM(HPOES) SEDIMENT RUNOFF. PENUMCNI STABRIZA?IQNI OF THE D37LU FD AREAS 3 THE CONTRACTOR SHALL BE L'LA$yTIED AS AN WERA R]R IN WF BE REQUIRED IF EITHER OF THE FOLORWG CONDITIONS ARE ACCMDOINCE WTM PART I,SECTION B OFTXR150000 THE CONTRACTOR MET - SHALL ALSO ENSURE THAT TIME OIpNER OF THE PROJECT IS CLASSITD A PERMANENT STABILIZATION MEASURES CANNOT BE INITIATED{ODE TO AS AN OPERATOR FOR ALL PERMITS A55COATEU WM THE PROJECT EITHER FROZEN OR ART➢CLINDITIONS IN MACH A STAND OF GRASS 4 THE CONTRACTOR SHALL CREATE A STORM WATER POLLUTION PK EWM06 CAN NOT BE ESTABLISHED. PLAN(SWP3),ENTITLED'STORM WATCH POLLIJIMN PREVENTIDR PLAN NO 9. THE CESSATION OF CO StRUCRON ACTIVITIES rS TEMPORARY AND SERVE METRO GOLF CARS,KI ACCORDANCE WTI 1YA150DW EFFECTIVE WILL BE RESUMED WWMM 71 DAYS. MARCH S. ROM PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES,AND SHALL HAVE,AT A MINIMUM,THE HEVLS NOTED BELOW. 10..ME CONTRACTOR AND IRS MSIGNEE5 SHALL MAINTAIN A COPY OF THE SWP3 FOR THREE YEARS AFTER TIME SUBMITTAL OF TWAE NOTICE OF A A LIST OF THE OPERATORS AND ANY OTHER CONTACT PERSONS, TERMINATION. RNCLUONG NAME,ADORES$,AND PHONE NUMBERS 11 AOOTIONAL PERMITTWO AND RECORD KEEPING MAY BE NECESSARY IF THE B A XTV'AIPTION OF THE NATURE OF THE CONSTRUCTIOII ACTINT-Y CONTRACTOR INTENDS TO USE A CONCRETE BATCH PLANT ON TORS PROJECT IFA BATCH PLANT IS REQUIRED DIEM THE ADDITIONAL COST C A LIST OF POTENTIAL P0.WTANTS AND META SOURCES. TO PERMIT TRIC BATCH PLANT SHALL BE CONSIOERCD R>CYlRITAL TO THE CONTRACT 0 A DESCRIPTION OF OCT"TIE WTENM'l SCHE LTLE OF ACOVTTIES THAT HILL AFFECT SOILS ON MAJOR PORTIONS OF THE SIR AS WELL 12.SITE LOCATION: AS MIT AM AL OATL5 WHEN THE WPM WAS PERFQRMEL- C THE TOTAL NUMBER OF ACRES OF THE ENURE PROPERTY,THE TOTAL SITE 15 QVHIFTYAUY LOCATED AT 32'41'1a'H,9?'1 D'10'W HUTABEN OF ACRES IHERC CDNSTRLICTIOI ACKVITICS WILL O=R 13 AREA ESDMAffs, (INS WCLUMS OFF-511E STAGING AND STORAGE AREAS AUTHORIZED UNDER THE NO) TOTAL AREA OkS11E= B 4 ACRES ESTIMATED DISTURBED AREA ON-SITE. ?.a ACRES LR F DATA DESCRIBING THE S OR THE QUALITY OF M CH E DISCHARGE ESTIMATED DISTURBED AREA OFF-SITE. 0.0 ACRES FROM THE SITE. 14.ESTIAATEO RUOCFF COEFFICIENT AFTER CCNsTRUCDCN IS COZPLETEL. O A MAP SNOWING THE GENERAL LOCATION OF TIE SITE UNDEVELOPED C-CAD H PLAN 5M1Et5 INCLUDING.BUT NOT LIMITED YM SHEET T(EROSION OEVELOPED C Ilse CCNIROL HE NOTES),SYF Z(CRO HA CONTROL PLAN) 15 SOIL TYPE AT SITE: I. A DETAILED SITE MAP(OR MAPS)tNMATWC: PURYES-MAN LAND COMPLEX AND SANDER-URDAN LAND rCAWLEI I LOCATIONS W AI-L OFF-yYE Cnj$-MUtTIpFr 5VPFOR7 ACTIVITY ACCORONNC TO FIK WED SOL SLNRVEr CREATED PY USDA. LOCATIONS SPECIFICALLY AUTHORIZED UNDER THE P✓pOECT NO 16 RECEINN6 WATER 90OY DESCRIPTION' a VEHICLE WASH AREAS 51'CATNCP£GlNELk A A DESCRIPTION OF ALL SUPPORT ACTIWTIES W11k LOCATIONS AS AUTHORIZED BY THE CONTRACTOR'S NOT- IT WETLANDS ACREAGE AND ENDANT{REO S'PECWES INVENTORY K THE NAME OF THE REOCMHC WATER BODY AT OR NEAR THE SITE MERE ARE NO KNDIH WETLANDS NOR ENDANGERED SPECIES ON THE THAT WILL RCCEIVC OSCHARCC5 FROM 0451VRpED AREAS Of TINE SITE. PROPERTY. 19 SOL FROS*N AND SEDIENT CONTROL SHALL BE PROVIDED 01 L A COPY OF M150000. ACCORDANCE WITH THE GIFT OF FORT*QRTM VMS"REGULATIONS M A COPY OF THE NOTICE O THTERT(MCI),ALL Su6SEOUENT NOTICES T9 mrsPONSIBIIITY FOR RLSTNuLAhOH,kw T.INSPECTION,ANO OF CMAHGES[NOC4),AND THE NOTCE CIF TERYWATIOH(NOT)FILED uMNTCNANCE CF EROSON CONTROL SHOULD BE CEFIREO AND ASSIGNEE, RH RELATION O THE PROJECT. TO APPROM TE PERSONS PRIOR TO COMMENCEMENT OF ANY SOIL T%STUILBIMO ACTIVITY. H. A COPY OF ALL INSPECTION REPORTS CREATED PLRILUANT 10 NOTE 7 2D.ERO5ILWI""rnCx UEASUF(ES Hus r UL CONS rRUCTI T?ANO IIWC TIONAL BELOW' BEFORE ANY GRAOING OR LAND ONSTUROANCE WES PLACE 0,, OETAES SHOVING THE DERCN OF EROSION AND SEEN DIMT COMTAOL 21 TEMPORARY OR PERMANEIT SOIL STA$LIZARON MUST BE APPLIED TO MEASURES TO BE UTILIZED ON-SITE. ALL DENUDED AREAS WHEN FINAL GRADE IS REACHED ON ANY MARCH A COMPLETE COPY Of THE SIP3 SHALL BE ANAILQU UPON RCOUEST Of SITE.TEMPORARY SOIL STABILIZATION MUST BE APPLIED tO DISTURBED TO ANY FEOEAA4.STATE,OR LOCAL AGENCY THAT APPROVES SEDIMENT AEAS LEFT DORMANT FOR 14 DAYS CONTROL.CRAOINO,OR DRAINKE PLANS- 22.IN THE EVENT THAT MEASURES BERM.USED ARE DEEMED TO BE S. EROSION PROTECTION DEVICES SHALL BE CONSTRVICTED IN ACCORDANCE INUrECTIYE BY CITY MSPCCTORS,AWlIQ"AL MEA5UR(5 ON CHANGES IN AND VMTH OIIAI1045 ZOO A 1000 OF THE LATEST VE R'SON OF THE PUBLIC THE ORIGINAL PLAN MAY BE REWRED BY lkC DIM OF FORT WORTH. WORDS CONSTRUCTION STANDARDS BY THE NORTH CENTRAL TEXAS Z3,ALL ERVAON CONTROL DEVICES SHALL 6E INSPECSEE,BY GENE SITE COUNCIL OF GOVERNMENTS TS UNLESS SPf CNFICALLY SMPERCEDED By FOREMAN OARLY,ANY STRUCTURE OR CONTROL DEVICE wCn 15 IXTAILS W TORS PLAN. DAMAGED OR NMOPERATIYL WALL BE REPAIRED OR REPLACED WMEDIATELY. 6 THE CONTRACTOR OR HIS DESIGNEE SHALL POST,OR HAVE POSTED,N A 74.SAHITANY FACILITIES SHALL W PROHOEb ON THE SITE AND RClFl1LARLY PROMINENT LOCATION AT THE ENTRANCE OF THE PRO.CCT,THE NO AND SERVICED AS R[COMMENp'CD BY THE SUPPL$R.E$IM AND NCUVL 1NC CONSTRUCTION SITE NOTICE. FOR LINEAR CONSTRUCTION PROUECM SHALL BE AS KC rM COVERED BINS OR ENCLOSURES TIMM THE NO AND CONSTRUCTION SITE NOTICE SHALL HE POSTED HEAR WHERE CONSTRUCTION IS ACTIVELY UNDERWAY; T%5 MAY REQUIRE THAT THE NO, 215.CONSTRUCTION ENTRANCES TOTS SHOULD BE LIMITED AND PROTECTION AND A CONSTRUCTION SITE NOTICE BE MOVED OURWO THE COURSE OF THE PROVIDED TO PREVMT TRACKING OF SOILS ONTO CITY STREETS PROJECT. 7. THE CONIRACIOR CR HIS DES GEES SMALL PERFORM AN PNSPCCTl. F 21 REMOVE SILT OR SEDIMENTS FROM STREET.CURBS.GUnUr.FLuw$. ALL STORM WATER POLLUTION PREVENTION DEVICES USED ON THE SITE HANDICAP ACCESS RAMPS,CURE]W-Mi,5TQRY DRAINS.AND ANY OTHER EVERY I4 DAYS OR WITHIN 24 HOURS O'A RAINFALL EVEN?MAT PUBLIC DRARHAa FACILITIES DA&v OR AS ACCuMu"TION OCOu'M E%CEEDS O5 INCIRC5 IN OROER FO DMFININE R MAINHTURANa OF ME 77 EROSION CONTROL QIOULD BE EVALUAKD TO DETERMINE TIC OfNCf5 19 REWIRED. RESULTS OF SUCH 11/SPECTIOnS SHALL W EFTECNW'NE55 OF THOSE DEVICES Of THE PERSON ASSrN>ED TO 4FSPECT U4CLUDED tN THE SWP3 AN ALTERNATIVE INSPECTIOFI SrJ.EDIIF W ACCORDANCE T%Rt SOLIDO PART fe.}F(7)IRS MAY BE DEVEI.OPED BY ME EROSION CONTROL DENCE5,AND cHANCEs MADE v NECESSARY i CONTRAC JEW EIJRIPM"NEl'SEASONS 2a SCAL TRACKED ONTO PUBLIC ROADS SHALL BE REMOVE*OALY IF PERIODIC WSPECTION REPORT5 SHALL NCLLIDE FiM .OR WLH VISIBLY ACCUMULATED SEDIMENT HAS Klm OCPOSIED.D15411AACED SmWENT SHALL BE REMOVED AS SOLW AS A. THE LOCATIONS OF 01-5C1HARCES Of SEDIMENT OR❑MCP POLLUTANTS POSSRLE ZB USNT;WASH WAXEN TO WASH YDIMENI FROM STREETS IS PROHrYTED x CHARLES CF3QOK DWSInl1' VhWtO GOLF CARS7F Ca:YTROL 1`1A,1' 02WHCF' BUILD11yG Hfy + AT[)TFS F„_W.—O ru7 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev-11/17/2016 13 EXHIBIT "B" CONTINUED Page 6 of 8 lit ME n � � 1 -� r w.jp!1, jl�i dl F 25- r w, L7 4-17 CHARLES CROO Tu EROSION ING, tNr- METRO GOLF CARS- CONTROL DETAILS OFFICE BUILDING — 0 'Rik STO RMWATE R FACILITY MAINTENANCE AGREEMENT Rev. 11/17/2016 14 EXHIBIT "B" CONTINUED Page 7 of 8 r 'slYrr_xrv1,L•�ti.r�wrr+r*a'-+-.+.. . -' ------- ♦ z..�.�..•�..rr��.Rom...�...,��...�_- ,. _ :gY7C �' �-�.p___ •.� 1 3 ■ l R� F h y k- �+■'''�_- y='� ry. - CRaJf�iRRb'7 w. .•tit _ _f I� t POST CHAF?LES ZROOK 11EVELOf!+LIEN hlF.Th'CJ GOLF'CARS ❑or�s��nwc,�ihc- OFFICF. -"�°�� ^a x ter '. Illtelll4'riGE ARE:1 Btfll.DljVG MAP ��" ��°` STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.11/17/2D16 15 EXHIBIT "B" CONTINUED Page 8 of 8 a i= g �{ P d• N �n LAI p o d� 4 � Wim O p p p p g r ++ O p Y x ['I[11YFl,ITYA i1.[/-' ['l1A!S�ILq.Lp FLOI .� — y yIn CHARLES CROOK t` h1ETRO GOLF CALCt,'I corvsy LTI VG, INC- DRAINAGE ❑ .' AI�AREA � LCULrl TIDNS C 1h'S OF'F'ICk' ■� Ir.�,�",.,,,„� a BUILDING � �lk 5TORMWATER FACILITY MAINTENANCE AGREEMENT Rev.11/17/2416 16 Exhibit"C" CITY OF FORT WORTH DRAINAGE CHANNEL 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 Iines 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 federat, state and locat regulations. Detention facitities 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. DRAINAGE CHANNEL MAINTENANCE AGREEMENT $ Rev.I It1912020 JLE Exhibit "D" Drainage Channel Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and dehri s Inspect irrigation system o etation Removc grass clippings Violations Noted MINOR INSPECTION Condition of Channel Amount of silt in and Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash card Location of Erosion MAJOR INSPECTIONS Condition of Storm Water Quality Structure Type of Stone Water Quality Structure Structure type and Condition Condition of Rip-Rap Condition of filtration system DRAINAGE CHANNEL MAINTENANCE AGREEMENT g Rev-11)1912020 JLE Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation DRAINAGE CHANNEL MAINTENANCE AGREEMENT 1 Rey-1111912020 J L E