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HomeMy WebLinkAbout065247 - Construction-Related - Contract - Rush TA, LLCDate Received: 5/26/2026 Time Received: 9: 2 5 a. m. Permit No.:SWFMA-26-0016 City Secretary No.: STORMWATER FACILITY MAINTENANCE AGREEMENT 65247 THIS AGREEMENT, made and entered into this 22nd day of May , 2026, by and between Rush TA, LLC, a Texas limited liability company, acting by and through Tim Rusher, its duly authorized Managing Member, 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 being a 0.193 of an acre (8,412 square feet) tract of land situated in the W.W. Anderson, Survey, Abstract No. 22, Tarrant County, Texas, according as recorded in Document No. D220161664, Official Public Records, Tarrant County, Texas, same being a portion of Lot 1R-3A. Block 4, of Bell Industrial District, according to the replat as recorded under Cabinet A, Slide 12303. Plat Records, Tarrant County, Texas, within the right-of-way (R.O.W) of Bell Drive (60' R.O.W.) 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 Rushco Truck Parking Project 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 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 1 WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on -site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to ensure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fail to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the boundaries of the 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 22 n d day of May , 2026. CITY OF FORT WORTH Jesica McEachern Assistant City Manager City of Fort Worth Date: 05/22/2026 Approved as to Form and Legality: R. kevin Aniel-Si /l M. Kevin Anders, II (May 22, 2026 09:45:54 CDT) M. Kevin Anders, II Assistant City Attorney II City Attorney's Office Date: 05/22/2026 ATTEST: p�0 �09.10 Jannette S. Goodall City Secretary Date: 05/26/2026 1 _ ►I I 1 .AI Rush TA, LLC a Texas limited liability company -� ielzalu- - By: Tim Rusher Its: Managing Member Date: 5/15/2026 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.. jal� Kandice Merrick Planning Manager Date: 05/22/2026 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 May 22, 2026 b Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. / l •(,c-Gii�64.GG Notary Public, State of Texas �R Py KAiHLEEN BRADFORD r Nclary Public ► t STATE OF TEXAS h 6'V '� Notary I.D. 12197117 O My Comm.. , Apr• 202i LANDOWNER STATE OF COUNTY OF :rA f ,� r/�CaBEFORE ME, the undersigned authority, a Notary Public in and for the State of r , on this day personally appeared_ ::77' � (name), a (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 40A T% L (entity), a (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 4I day Of , 2026. Notary Publ' State of STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN (j FOFS 00: 02I1210 EXHIBIT "A" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT A STORMWATER FACILITY MAINTENANCE AGREEMENT BELL INDUSTRIAL DISTRICT CCEH°OLDNG INC. LOT 1R-3B CABINETA, SLIDE 12303 DOC, NO. D213278849 BLOCK 4 I P.R.T.CT O.P.R.T.C.T. LINE TABLE LINE # BEARING DISTANCE L1 N89'43'09"E 7.44' L2 S00'11'05"W 13.50' L3 S89'43'09"W 7.33' L4 SOO'16'51 "E 18.25' LOT 1 R-3A BLOCK 4 41G� 3.242 ACRES ti5� 141,233 SQ. FT. yob tiro ,ti �4yJG�. y OWNER: RUSH TA LLC INST. NO. D220161664 O.P.R.T.C.T. 5' UTILITY EASEMENT CAB. A SLIDE 3958 P.R.T..C.T. ij 1/2" IRF CM I CID tP c� z ti 0 K m T LLI 0 I�3 r to Q m T o CD STORMWATER FACILITY co MAINTENANCE AGREEMENT I 0.193 ACRE (8,412 SQ. F I I 20' P.O.S.E. EASEMENT CAB. A SLIDE 3958 / _P.R.T.C.T. L1 44NN 10i -11 V `lv� 0 30 60 Feet SCALE: 1 "=30' — 30' I 2 0 N 00°16'51" W J 356.92'(TIE) L3 J ,,,--1/2" IRF CM I BELL INDUSTRIAL DISTRICT VOLUME 388-134, PAGE 42 P. RTC LOT 8—A BLOCK 3 OWNER: EULESSINDUSTRIAL LLC DOC. NO. D222176787 O.P.R.T.C.T. 11 5��2 10. 16. �g 20' P.O.S.E. EASEMENT VOL. 388-134, PG. 42 P/R.T.C.T. S 89000'53" W 78.33' POINT OF BEGINNING TUBE DRIVE DRAINAGE EASEMENT N: 6,980,981.76' ( 60' RIGHT-OF-WAY) E:2,387,538.82' NOTE: LEGEND IRF = IRON ROD FOUND 1.) BEARINGS, COORDINATES AND DISTANCES ARE BASED ON THE • = POINT FOR CORNER UNITED STATES, NORTH AMERICAN DATUM OF 1983 (NAD83) EPOCH = SUBJECT PROPERTY LINE 2011, TEXAS NORTH CENTRAL ZONE (4202). = ADJOINING PROPERTY LINE O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS �E°OF°° jF P.R.T.C.T. = PLAT RECORDS, TARRANT I HEREBY DO CERTIFY THAT THIS EXHIBIT WAS MADE FROM A �`Oo°j.\STe�°O°� COUNTY, TEXAS SURVEY ON THE GROUND ON THIS DAY MARCH 17. 2026 UNDER MY �j o �(�' I�°o CM = CONTROL MONUMENT SUPERVISION AND SHOWS ALL VISIBLE AND APPARENT * ; I�/JI(UJ 06. ° EASEMENTS, ENCROACHMENTS AND PROTRUSIONS. 000080000*00000oo00000000000 BEING 0.193 OF AN ACRE (8,412 SQUARE FEET) TRACT OF DAVID CARLTON LEWIS LAND, OUT OF THE W.W. ANDERSON, ABSTRACT NUMBER 0000 000000000000000000000Q000 22, AND BEING A PORTION OF A TRACT OF LAND °0A 564o° DESCRIBED BY DEED TO RUSH TA LCC, ACCORDING TO \Q o DOCUMENT AS RECORDED UNDER DOCUMENT NUMBER 04-22-2026 °oo QFE \Q\oo0 D220161664, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, ereanurveor Registered Prof. Land SSign Date 1, 000000oo00000 TEXAS, SAME BEING A PORTION OF LOT 1R-3A, BLOCK 4 g y 9 VQ �� OF BELL INDUSTRIAL DISTRICT, ACCORDING TO THE REPLAT Texas Registration No. 5647 Su R AS RECORDED UNDER CABINET A, SLIDE 12303, PLAT RECORDS, TARRANT COUNTY, TEXAS (P.R.T.C.T.) 6821 BAKER BLVD. STE. C RICHLAND HILLS, TX FIELD: MP SITE ADDRESS: E DRIVE SHEET • _ •e - OFFICE: 817.616.3105 pg NOSA2603 006 HU7RST, T71 BEXAS 76053 1 OF 2 LI ', EMAIL: info@tndtx.com EXHIBIT A STORMWATER FACILITY MAINTENANCE AGREEMENT Being a 0.193 of an acre (8,412 square feet) tract of land, out of the W.W. Anderson, Abstract Number 22, and being a portion of a tract of land described by deed to RUSH TA LCC, according to document as recorded under Document Number D220161664, Official Public Records, Tarrant County, Texas, same being a portion of Lot 1 R-3A, Block 4 of Bell Industrial District, according to the replat as recorded under Cabinet A, Slide 12303, Plat Records, Tarrant County, Texas (P.R.T.C.T.), within the right—of—way (R.O.W.) of Bell Drive (60' R.O.W.) and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2—inch iron rod found for the southeast corner of said Lot 1 R-3A, said point having a Northing value of 6,980,981.76' and an Easting value of 2,387,538.82', and at the intersection of the west R.O.W. line of said Bell Drive and the north R.O.W. line of Tube Drive (60' R.O.W.), common to the southeast corner of the herein described tract, from which a 1/2—inch iron rod found for the northeast corner of said Lot 1R-3A, bears North 00 degrees 16 minutes 51 seconds West, a distance of 356.92 feet for reference; THENCE South 89 degrees 00 minute 53 seconds West, along the north R.O.W. line of said Tube Drive and south line of said Lot 1R-3A, a distance of 78.33 feet to the southwest corner of the herein described tract; THENCE North 00 degrees 57 minutes 26 seconds West, over and across said Lot 1R-3A, a distance of 71.82 feet to the northwest corner of the herein described tract; THENCE North 49 degrees 01 minutes 49 seconds East, a distance of 104.42 feet to the northeast corner of the herein described tract, and in the west R.O.W. line of said Bell Drive; THENCE South 00 degrees 16 minutes 51 seconds East, along the west R.O.W. line of said Bell Drive, a distance of 107.18 feet to a point for corner; THENCE inside the R.O.W. of said Bell Drive the following courses and distances: North 89 degrees 43 minutes 09 seconds East, a distance of 7.44 feet to a point for corner; South 00 degrees 11 minutes 05 seconds West, a distance of 13.50 feet to a point for corner; South 89 degrees 43 minutes 09 seconds West, a distance of 7.33 feet to a point for corner, and in the west R.O.W. line of said Bell Drive; THENCE South 00 degrees 16 minutes 51 seconds East, along the west R.O.W. line of said Bell Drive, a distance of 18.25 feet to the POINT OF BEGINNING, in all enclosing approximately 0.193 of an acre (8,412 square feet) of land, more or less. I HEREBY DO CERTIFY THAT THIS EXHIBIT WAS MADE FROM A SURVEY ON THE GROUND ON THIS DAY MARCH 17. 2026 UNDER MY SUPERVISION AND SHOWS ALL VISIBLE AND APPARENT EASEMENTS, ENCROACHMENTS AND PROTRUSIONS. 04-22-2026 Registered Prof. Land Surveyor Sign Date Texas Registration No. 5647 0 1lhY ° 0000000000000000000000000000 DAVID CARLTON LEWIS °°° o °°°°°°°°°°°°°°°°°°oqP— �� 5647 �o i SU \ plan X 11 ` 10 6821 BAKER BLVD. STE. C FIELD: MP SITE ADDRESS: I SHEET RICHLAND HILLS, TX TECH: IC 10771 TUBE DRIVE • I _ I •e - OFFICE: 817.616.3105 2 OF 2 EMAIL: info@tndtx.com JOB NO.: 26030006 HURST, TEXAS 76053 EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 0207417005 VICImNPTY MAP ."R��..'"&..WF��3>�A ". `'4-- , n..... �.,,,... �.. a, v, "pb.. ••:. o"P '°°%.. •wY. �� j�,` off* , E r 202�� ° IN 87_13'S8 ___ _ u...'"°...,M ,.....w ..,`w.w. oM _ � 8 wtv �� C,tn�•S i � ,.ems � ^.," q;°,w• «� »�°..�°'w=M° �°�°;;."°:"a AMENDING PLAT of ^^• w m• �'• m• ^'^^'^• �^• LOTS 1R—SA A 1R-3B, BLOCK 4, amw•� a. •.w.w.a v.m...m„ u's.xrc"a'w i r.eu. umm °pn BELL INDUSTRIAL ,�... ,...�.,..,.�w. ------------ ----- .... N 89,301,45 W 200.00 4 ,.. m. r•,w.., °.•..e..ioew.. iM BEING AN ANRNBNENT OF TUBE DRIVE ^+. THE PLAT AS RECORDED IN CABINET A; AT SLIDE 12212. P.R.T.C.T., SITUATED IN THE V.W. ANDERSON SURVEY ABSTRACT FORT WORTH v, ��" W. 22, IN THE CITY OF FORT WORTR '£ TAREANT COUNTY TEAS. 2144 ACRES CASE N PRIOR CAS. Nob 131 SITE DATA SUffiffiARY TABLE r 0ib QQ - wni o.. °r m rx-r �rttt�murxn. �' PRISM SBR S INC. EXHIBIT "AII � �• — ..n M.rw wv. T®S PfAT ftFCORRBp RV CAn4YSf�L�flT SLNSIgiZS.7 _ T 4 an � U ^�^ 1' � $a'% =€'.9.'a� oho v� � uu aor $t- dE o a � zzP 04 �C MPH e4 �o�a s � Y•'l Hg—o9 m"s« l fill ore Z C HUM LLWr _Y�r ovv�mam� n n n Q�uJ �� gSo MN r, L.Ci C) nC)RV MA N Q a�ao coE u g Q �RRQ�p 2 '^Ev k� 61 � m� a�$ r17lll B r-i r °z s� < oaf IJP . i �!�yX95 N ° o wx3 00 C I\ Lf);Iv 10, R� wmw m Z Z°°� o Rw N 6 Z z t5 3 e ? n a�w a t 3 E 3 = O aog m EXHIBIT "B" SITE MAP q ti yc amot e ail U R A u u ergs Ppas�� S Pipeline Rd S Pipeline R<l set °c `4C ° _ h'ichel Bark Of 1y�91`t Y k Nu a 10771 TUBE DRIVE A m r � _ 11771 TUBE DRIVE George SI Dev i�n t,n TuP� Or r a J av a Bend Tt1 v o Y rOOk Qr a der 4 eke P ark O� 003ier Valley Rd Trinity Blvr+ Falfina Leal Ln March 17, 2026 1:9,028 0 0.05 0.1 0.2 mi 0 Counties 0 0.1 0.2 0.4 km City of Arlington, TX, Tarrant County College, Esri, HERE, Garmin, INCREMENT P, Intermap, NGA, USGS E 3 q.36 LOCATION MAP PAVING LEGEND wFu°IV W.'- I I El PROPD5ED 6- -2- -M- 1 W� ENCROACHMENTAGREEMENT E.C-CH-T --- ST­: EXHIBIT"B" THOMAS HOOVER ENGINEERING, LLC Ell 18�1 1�' I , 1_13,50 P,-TI_ T" RUSHCO TRUCK PARKINr. PRO.]Fr.T __ on �cr_._ IG(IT-OF-ttAY - go' TE LEGEND KK \ EXS'TINGSRRNING. PROPOSED HEAVY DUTY CONCRETE a ZU PAVEMENT cr r ._..H rt ExS nNG PROPOSED 5' aEu. INDVSTRIAL nasTRIrT 1--I CONCRETE SIDEWALK LOrl R-D PROPOSED LARGE TREE �A +0 SPACING TYPICAL I0765 tune unrve - - ws y oa,�r. �r,rvcmir a.rcrr<.g � sffi W Vic m�Tr Mnr GRn LPnR '�L ,AFLA I�nL: TRLIl DISTRICT �,., HELL fND[rS�TRIAL DI�TRIf rxoruzr LOT rR 3A (� k wr a 1 Bwcx a W" T pELL RJplt5TR1AL2NIF—T ExIsfG NBUILDING ` rc. � unm"�`"iawrss ur `-� NOTES. ExisnNe FPJ(INc { 1) Lot 1-R-1 has existing trees around the building. 2) Lot I R3A has no existing tos - i trees. TUBE DRIVE `", - NI NF ...a,,, 3) Googte Image Dale: NI c ) 1VI1/3033 THOMAS HOOVER ENGINEERING, LLG ur sC Jar 2 �'L .ti j ap)psi (UFC25-0186 RUSHCO TRUCK FPARKING PROJECT Approved UFP2 Plan >,ap._ URBAN FORESTRY - PHASE 2 PLAN [APPROVED.__., E'i a of ere.xe oro�x:nsa „. ..TI.„E„ J LOCATION MAP EROSION CONTROL LEGEND b�Lfl >Ao,cc,aN —SF— aar sv rzrlcR PROJECT NOTES EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR IN CHANNELS, DRAINAGE WAYS OR BORROW DITCHES AT THE RISK OF THE CONTRACTOR CONTRACTOR SHALL REMAIN TABLE FOR ANY DAMAGE CAUSED 5 THE MEASURES INCLUDING FLOODING DAMAGE, WHICH MAY D—E, DUE TO 9LOCKED DRAINAGE AT THE CONCLUSION OF ANY PROJECT, AIL CHANNELS. D WAYS AN U BORROW DITCHES II L I DREDGED OF ANY SEDIMEN DEPOSITED AS A RESULT I'F EXHIBIT "B" THOMAS HOOVER ENGINEERING, LLG KB LLEF, iEXn55162a STE J31 TOTAL AREA OF (( aI Ag,ll y6o vHaR[ DIS iURBANCE: i.6... a[ NITlox 10. 468a5 RES RUSHCO TRUCK PARKING PROJECT wes Tues sr. 1—M FORT %ORTR, LTARR4NT COUNTY, T% < ACRES b EROSION CONTROL PLAN IGRT—OF —WAYS " 5a -- i EX BYING BUILDING v g x p 4' 3 IY l I,y EXISONGRUILDING IT s PaeP onrenwc gym. aax �x�rewae,r �� SECTION Ai -A NOT TO SCALE �rex� - i mcreo/ Ax�Ao" o T, .. ... ... .. f '1 LOCATION MAP pCONCRETE PILOT CHANNEL .uv avxroaoEMcxr GRADING LEGEND SECTION B-8 NOT TO SCALE THOMAS HOOVER ENGINEERING, LLC I-P. TE 1 IS SiE. IR1 - r a� 0. 2-5 CONTRACTOR NOTE; RETAINING WALL DETAILS SEE SHEETS 22 & 23 RUSHCO TRUCK PARKING PROJECT e as sr. MRT %ORTR, LTA C aNTY. T% Y6063 EXHIBIT I'B" -1 A ACRES ".S20 S.P. GRADING PLAN u. ,x-R rn_ Roz5. sx F) ° /Iy f oENRonRI ,{� Powo 37 -as _ •ia"mv LOCATION MAP RIVE stitNro 0 as..s.c.r. u x.a. orrnu-sxeerus BASIN SECTION A BASIN SECTION B 55, EkePTNc� 555 555 SiiNG RAGE 555 , A %Y — 550 noE \ - 550 550 550 ` - i_ — - cast 545 _ �.� — 545 545 � _ 545 "B" 'I %sEc EXHIBIT 540 PROPd 540 540 RdP,15m �', GRADE 1 540 THOMAS HOOVER ENGINEERING, LlG N eEe sxaw 0R .e, �xi 535 cRAo¢ 535 535 535 laa ]aE51 1350 P 0. seas �I RUSHCO TRUCK PARKING PROJECT noes sr. �TARR4NT -0+50 0+00 0+50 1+00 -0+50 0+00 0+50 1+00 i'ORT %ORTR, C UNTY. T% ]6063 GRADING SECTIONS ' TEsco H.o.w._e_as. T s IR x TES ICHT-GF-wAY�� -. \_ s+ � E%ISYING U 1 G vroxF* i LOCAATION MAP \. GRADING LEGEND x v i +. i mxm,w6 NOTE: STORM DRAW PROJECT AS-EJILTS x r' SEE SHE�15 24-25. I I~ E%ISTINGaU11nING ENCROACHMENT AGREEMENT — I6 .y / RECOftO 0� — 1 �. � 9I :L� ENCROACHMENT A;HEEMJlT 5*ATU1, I — THOMAS HOOVER ENGINEERING, LLC • - 3 - x YE YR1 T E sx w x EXHIBIT „B„ , a p;E9, AXM'50 °;&<E xw. 26As ox °• •'m .,.,drI^d~�..�—� - RUSHCO TRUCK PARKING PROJECT TI BE DRIVE i'ORT WORTH, ITAARLYT COUNTY, T% Y6063 } 71.820CS.F. I f� venn e,v — - - STORM SEWER PLAN well e.w.y..aq� u. ro_ zoz.. sx CpB \ LL Sp• TESLO p0.fl'-�S' UONID/�-n4q iaMNr. sl@ oml pW ro \ __ aws v nm o.m ne rnvm nm n8 " vorN fM zm to ae - - r 'Y ; � 1 _ n YyY r — -- r r T. sY a - r .F -STING *+ r on- -� r ..tea ei 1 dx ll�.a p �• i yrr Y ��—ill'-�Wn v :.: • - et = eme fue ,yf rmr r. - e_. ... ': rx sa: ... `-• 1 `.1 1- TI 3E dDRIV+,� \ LOCATION MAP 4 EXHIBIT "B" LOCAMON MAP G. f •'j snrw uvwox cowmws❑RAINAGE LEGI ER �o _ L -r 3 uuw +•m+u c amcmir ° c tW-7 owuwro I ° e. � c mc � xa w � IA— x oa w w ue w . - ri n w m ,a '—w ' w ,a w u w a,axbxumox axuc o w�aq iea.x awaaw ane,au xameroxn oxbxro U I wa ax �w w w sae mm �I wi II w w i - roEos coxcexrpAnox cxAxr w THOMAS HOOVER ENGINEERING, LLC i ou.x.n Ke ag iE srt. iai J� cw— rzseas i ! RUSHCO TRUCK PARKING PROJECT � � � ' rorsr rcox aaxn�cburvrr. rx owe wx OFF SRE PRE -DRAINAGE AREA MAP — EXHIBIT xB„ oz=,. ®' Imm ®EMSEEIR -m-©-- �-®-0_0-- -•rytm ---�� p �� hos.t •�_�� s, r„ I �Js a cxisnmc em�oi� -� � ona 117 R �I F LOCATION MAP j ati EXHIBIT "B" --, I l—: - .. — �,=—= ;CNN MBRAL F!' ,E 0 POST -DRAINAGE LEGEND EWEN mcmm�MMM mmummommosIrm ��MIEM oom �Mlffrm mmm�wrrm In I MEMO S"_WEEN mirrm NEER IEEE �=1111371M lml�lml- M�Ilffmi:s OEM NN KEE EXHIBIT "B" DETENTION POND CALLS. oU.R4w.o:o.m.,E,X w•�:a�b3 XEOuiXEOOErzxnOX 6YsieXnaXncE[XXx6nr.XntmzOUNUNI Y! ]l,6R H6R WEIGHTED RUNOFF COEFF. CALLS FOR FLOW TO DETENTION 0.30xe.]4 +6.90x5.91 =0.93 6.65 C. T. o e] N l� s ss / PROPOSE RETAINING WALL Rs6 VARIABLE WIDTB DRAINAGE EASEMENT,.9�.s'. x SU GA / BOUNDARY / so-so x / 6 xDETENTIOq PROPOSE RETAINING WALL POND I --- ..------ PILOT C} 9sx � I'°� rvc 5,e.5a Vt N 12' w PROPOSED MAINTENANCE RAMP TO POND rs ,;. - -- -T aa.sx.xo UXm rtsu ,ywi6-sax�Xif� 1 FL sa.xa s DETENTION POND DETAIL PROPOSED DETENTION POND 7� ILCCsas.i� N OUTFALL CONTROL STRUCTURE BC 5 .54 t (Yrol.-zo•a=»."l n.. DO LL c t t zrc �ca•_5 i s di3"ORIFICE m aEv" wl xa pautfrrz CALCULATIONS fN- N. ROPOSED RETAINING WALL °AEPCNC� NA B SWEARv S3 e ros 2i x13PECTANGULAR RE EMERGENCY OVERFLOW SPILLWAY ELEVATION=547.00 SEE DETAIL ON��T��HIS SHEET. ,q NC(IOACHMEM'- I AGREEMENT S��:. O ec +s.os REOUIREO ONNEC7 TO EXISTIN. ' 210'CURB INLETS c ez RIM=545.32 2 'R p PR. 30' RCP 539.70 (0. STORM LINE EX. 24"RCP 53970 "0 21 LF 30, ss RCP@100%(PRIVATE) IOUTI �Z ROPOSED FALL SG! C. ROL STRUCTURE TOP=548.00 O1 3-13" X }a3 .OPENINGS FL IN=539.9'E - 1-30" OUTF7�U_ FIL (OUT) 539.91 o wuamr wr a.r ma f, 0 0 �(�i r1 ORIFICE CALCULATIGNS 'LMY AA � aw�1a oex`I �. � a s` a•�� EMERGENCY SPILLWAY CALCULATIONS . EXHIBIT16B" THOXMAS HOOVER ENGINEERING LLC s.c tzt isa�.]�E91Y 0 R68a5 EMERGENCY SPILLWAY WITH RIP RAP ro , RUSHCO TRUCK PARKING PROJECT ���' • coat worsrN, 10765 'Ives ry T WNNAT o TY. rx 16053 TPNt � a.XwX� , >I.ezo sEr. DETENTION POND CALCULATIONS =,»<. a .«z•.o- aoa.,. ;w G14 54 A EXHIBIT "B" ` THOMAS HOOVER ENGINEERING, LLG a. rcz`ss IS s.c iTi 1817aN9 0. z6s4s RUSHCO TRUCK PARKING PROJECT n Rs s i'ORT %ORTR, �TARR4NT C UNTY. T% Y6G63 STORMeINE "B" _. )18.628CP. - a caR..mA r.•a PLAN &PROFILE -.m.. u. x-R ro_ 5XG15 a 1 SWFMA / \ �"BOUNOARY G STORM x Y Y # � 9a�J:I9Ni cGsai.le PROPOSE N 5' CURB INLET W RIM=548.50 N h zzLcs .00 FL24"=544 c tt w ( x 9i d .R �}JCROA STORM LINE"A"� 57.43 LF. 24" I AGREE HOPE @ 2," 0 REQUIRE sza StpO (PRIVATE) He sa et s+ c zn. rc7 roc S SS1 a:B 20 4 ' CP ec zay. ss.cs 27 c TT„a. z rvc / P. . XI/„RC 1'o ss X BNNECT ;O TO EXISTINGe / 2-10' CURB INLETS RIM=546.70 ssr.at NmG IN PR. 24" RCP=542.50 sE-�Xi J2,4" RCPd42.40 STORM LINE "A"-11 _ _ To)a priop Inr T J INet 11me FLiFd ��"' t - Lagd deea N� ezA CaA Trte Can< m r , P� F F, F F ST0'RM LINE "D" lim tare (x1 ireI G A cs� r 1 Ixe�1 fNMI T-, fdi VCnc o.ry U p T F �n Up m �-1 -im tN iea �I �� THOMAS HOOVER ENGINEERING, LLC a z ?ze 4' 1i u13v� B—.E EXHIBIT "B" J RUSHCO TRUCK PARKING PROJECT aN � i'ORT %ORTtl, tTAAR4N TCOUNTY. T% Y60ti3 PLAN &PROFILE DRAINAGE EASEMENT E j 'e BOUNDARY\ / STORM LINE "R" 131.18 LF. 27' RCP @ VATE (PRIVATE) DETENTION / sQ POND FL24"=541.6 —PROPOSED FL27"=541.50 I HEADWALL STORM LINE "C' ?'o FL 27"=540.28 13.96 L.F. 24" j /., 1y (PRIVATE) PCP @ 1.00% (PRIVATE) PROPOSED 5'x5 GRATE INLET ,p 540 RRvb545.78 RIP — FL24"=541.76 — RAP -- (PRIVATE) 2_ py49, 6 s rl EXHIBIT "B" THOMAS HOOVER ENGINEERING, LLG 1 13 x .. sreanox x ea 0. ss STORM LINE o-"C" x RUSHCO TRUCK PARKING PROJECT m�I n, ws� Vtlac C�FFI� � � ��� x a x�, �WUoxm i'ORT %ORTff. �T6A]R65R4,N,T,RRCO�UTN. TY, Tx i6063 t I I4 I I t 1 I I I IN t�Um i e< 0 awau ass , on ns0 0 o-6 - un o-w szx ea si sa ao a sa sari -siz Le sas.m � zS.F.sr. PLAN &PROFILE call c"rom v". u- w«. a. x-R xo_ sxGt] IX AS "I"L" FRONT FACE VERTICAL ALL 0111S BACK FACE SLOPED ALTERNATE STEM SLOPE DETAILS T— 1. mz C) —ul— LEVATION PARTIAL PARTIAL SECTION SHOWING WATERSTOP AL FOOTING JOINT Foo.Ta '.r, i ,„ wY.::P:o.rnro I ...>.. .° JOINT AND WATERSTOP DETAILS A ...1. I A. EXPANSION JOINT _CONSTRUCTION JOINT PVC WATERSTOP TYPE "V PVC WATERSTOP TYPE "B" DRAINAGE DETAILS AND EXCAVATION DIAGRAM GENERAL VOTES, • .;.T RETAINING WALL MISCELLANEOUS DETAILS APPROVED FOR CONSTRUCTION SET EXHIBIT B H LU THO.MAS HOOVER EllGIllEERJ1O LLI _ OF E F � FRM NEGIZTON'ON NO. 26845 moo REINFORCING STEEL FOR ONE 32' PANEL (DESIGN A) KII MMW ===mum= Elam cm M ff'N lw ffwg EM LI M Exalm lowil lorm m RETAINING WALLS RW I(H)A WHOM! I RUSHCO TRUCK PARKING PROJECT 10766 T- ST. -TH. -IT I-TY. . 100SS �rvary Exs* oreoiNtl) hk`Ft��r M� FaaRic are reocrv�—raareic inE—iN /,/;. mrEauEOMrE rv�� �.I i TYPICAL TEMPORARY WIRE —BACKED SILT FENCE DETAIL _ a:.aPP«o�Eo N. Trek .o�1rE..R PLAN PROFLE G STABILIZED CONSTRUCTION ENZRANCE/EXIT APPROVED FOR CONSTRUCTION SET EXHIBIT B T 0 1. RUFSNOWHOOVER ENGI NEE ease LLG (T(OM. SNOW OR ISTE.IGI E i. RM3PE sp 60ME c eB.P�E9 F ST—ION NO. 2 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. 1 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION DATE REPAIRS REQUIRED REPAIRS MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond 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 and 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 Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN Exhibit "C" EXAMPLE 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 9 Rev. 03/01/2022 BN Exhibit "D" EXAMPLE Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION DATE REPAIRS REQUIRED REPAIRS MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond 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 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 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 1 Rev. 03/01/2022 BN FORT WORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Rush TA, LLC Subject of the Agreement: SWFMA agreement needed for new construction M&C Approved by the Council? * Yes ❑ No n If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 0 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 0 No ❑ If unsure, see backpage for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 0 If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: If different from the approval date. Expiration Date: If applicable. Is a 1295 Form required? * Yes ❑ No 21 *If so, please ensure it is attached to the approving AM or attached to the contract. Project Number: If applicable. SWFMA-26-0016 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes ✓❑ No ❑ Contracts need to be routed for CSO processing in the followingorder: rder: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.