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HomeMy WebLinkAboutContract 59744Date Received: 7/11/2023 Permit No.: SWFMA-23-0040 Time Received: 9:03 a.m. City Secretary No.: 59744 RETAINING WALL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this llth day of July 2023 by and between AIP Keller Hicks, LLC, a Texas limited liability company, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the Jesse Billingsley Survey, Abstract No. 70, Fort Worth, Tarrant County, Texas according to the Deed recorded in Document No. D222063993, 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 Alltrades Keller Hicks, 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 the construction and maintenance of a Retaining Wall Facility on a portion of the Property being more particularly described by the metes and bounds in Exhibit "A"; 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 a Retaining Wall Facility be constructed and maintained on a portion of the Property; and; OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX RETAINING WALL MAINTENANCE AGREEMENT 1 Rev. 03/15/2022 BN WHEREAS, the City requires that a Retaining Wall Facility ("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 on 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 Retaining Wall 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. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. 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, which needs 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 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 RETAINING WALL MAINTENANCE AGREEMENT 2 Rev. 03/15/2022 BN 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 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 RETAINING WALL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY RETAINING WALL MAINTENANCE AGREEMENT 3 Rev. 03/15/2022 BN DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) EROSION OF THE SOIL BELOW THE RETAINING WALL AND ITS FOOTING, AND (2) AND FAILURE OF THE RETAINING WALL AND ITS FOOTING TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. 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. [REMAINDER OF THIS PAGE TO REMAIN BLANK] RETAINING WALL MAINTENANCE AGREEMENT 4 Rev. 03/15/2022 BN Executed this I Ith day of CITY OF FORT WORTH n"t,v BU",gLu%r'yX Dana Burghdoff (M 10, 20Y3"15:17 CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Jul M 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Jul 7, 2023 ATTEST: 4a44URQ vco foR t�odd moo o o91dd � Pv000 o=d �'� daQn nEXA?o4a 000 Janette S. Goodall City Secretary Date: Jul 11, 2023 July 2023 LANDOWNER AIP Feller Hicks, LLC By: Todd Huntington Its: Authorized Agent Date: 7/7/ 2 3 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 Diane Owen (Jul 7, 202318:03 CDT) Rebecca Owen Development Manager Date: Jul 7, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX RETAINING WALL MAINTENANCE AGREEMENT rJ Rev. 03Y15/2022 BN - -ryrYhwurr .0 YhM++W wrulr STATE. OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged: before me on:�Ut1 10, �p'b�13 by Dana Burghdoff, Assistant City Manager of the City of Fort Wort, on Behalf of the City of Fort Worth. 1 BROOKE BONNELL Notary Public, State of Texae V Comm. ExDr 13�0 t952526 ``' Notary LANDOWNER: STATE OF T"e-,S COUNTY OF (� N'o#aiy Public, State of Texas 0 BEFORE ME, the undersigned authority, a Notary Public in and for the State • of on this day personally appeared -T(rJ?' Ct (name),. (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 -A (T-" (4�6[ ILr �4!Ck-S LL-C (entity), a l l AA'i id t (;W} C l Tom ( (entity type) and in the capacity therein J stated: GIVEN UNDER MY HAND AND SEAL OF OFFICE this day I Of vt�V ,20% KELLV k JONES - `z a ° .Notary Public, stag, of Texas Notarytbjli'St e of Comm> Expire:t 0 2q-2026 y Notar (0 3004117 RETAINING WALL MAINTENANCE AGREEMENT 6 Rev. 03/15/26k 6N EXHIBIT "A" INSERT LEGAL DESCRIPTION RETAINING WALL MAINTENANCE AGREEMENT Rev, 0311512022 BN EXHIBIT "A" WALL MAINTENANCE EASEMENT LEGAL DESCRIPTION BEING a 0.0810 acre tract of land out of the Jesse Billingsley Survey, Abstract Number 70, situated in Tarrant County, Texas, being a portion of a called 3.50 acre tract of land conveyed to AIP Keller flicks, LLC by deed of record in Document Number D222063993 of the Official Public Records of Tarrant County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at an "X" cut found in the South right-of-way line of Keller Hicks Road (right-of-way width varies), being the Northeast corner of a called 1.233 acre tract of land conveyed to For the Kingdom, LLC by deed of record in Document Number D220057458 of said Official Public Records, and being the Northwest corner of said 3.50 acre tract; THENCE, S76°21'14"E, leaving the South right-of-way line of Keller Hicks Road, over and across said 3.50 acre tract, a distance of 110.83 feet to the POINT OF BEGINNING; THENCE, continuing over and across said 3.50 acre tract, the following eighteen (18) courses and distances: 1. N38°25'41 "E, a distance of 10.00 feet; 2. S51'34'19"E, a distance of 93.45 feet; 3. N38'25'41 "E, a distance of 21.65 feet; 4. S51°34'19"E, a distance of 91.50 feet to a point from which a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set in the South right-of-way line of Keller Hicks Road, being the Northeast corner of said 3.50 acre tract, and being the Northwest corner of a called 1.229 acre tract of land conveyed to Regency Place LLC by deed of record in Document Number D221239323 of said Official Public Records, bears N22°17'08"E, a distance of 127.66 feet; 5. S38°25'41"W, a distance of 35.54 feet to the beginning of a tangent curve to the left; 6. Along said tangent curve to the left, having a radius of 14,75 feet, a chord hearing of S18'53'45"W, a chord length of 9.86 feet, a delta angle of 39'03'52", an are length of 10.06 feet to the end of said curve; 7. S00°38'11"E, a distance of 2.83 feet; 8. S45'38'03"E, a distance of 14.14 feet; 9. S00'3811"E, a distance of 90.17 feet; 10.S89°21'49"W, a distance of 10.00 feet; 11.N00'38'11"W, a distance of 86.03 feet; 12.N45°38'03"W, a distance of 14.14 feet; 13.N00°38'11 "W, a distance of 6,97 feet to the beginning of a tangent curve to the right; 14.Along said tangent curve to the right, having a radius of 24,75 feet, a chord hearing of N18°53'45"F, a chord length of 16.55 feet, a delta angle of 39°03'52", an arc length of 16.87 feet to the end of said curve; 15.N38°25'41"E, a distance of 25.54 feet; 16.N51'34'19"W, a distance of 71.50 feet; 17.S38°25A1"W, a distance of 21.65 feet; 18.N51'34'19"W, a distance of 103.45 feet to the POINT OF BEGINNING and containing an area of 0.0810 of an acre (3,527 square feet) of land. Bearings are based on GPS observations utilizing the AIITerra RTK Network; North American Datum of 1983 (Adjustment Realization 2011). PAGE 1 OF 2 EAGLE SURVEYING EAGLE SURVEYING, LLC 222 S. ELM STREET SUITE: 200 DENTON, TX 76201 (940) 222-3009 TX FIRM * 10194177 hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a Registered Professional Land Surveyor under the laws of the State of Texas l s T E RF MATTHEWJASON RAABE �ZS-Z3 JOB NUMBER DRAWN BY DATE 2110.050-04 TER 05/25/2023 Ma hew Raabe R.P.L.S. # 6402 Date EXHIBIT "A" KELLER HICKS ROAD 112" X PAC RIGHT-OF-WAY WIDTH VARIES CIRS CUT I "EAGLE FOUND } SURVEYING" 1Q g � � � J — 5' KELLE R RURAL WATER 3 SUPPLY EASEMENT I j Pn R VOLU OEP.R.T.G 4291, T. AGE 295 I �/ N�'\ WALL MAINTENANCE EASEMENT v �7A 3,527 SQ. FT. (0.0810 ACRE) URveY' v 3essE g1LL1NGSLEY S_ 70 C2 AgSTRNO AC� L12 CALLED 1229 ACRES REGENCY / PLACE LLC DOC. NO. D221239323 y O.P.R.T.C.T. v C1 L7 CALLED 1.233 ACRES I LINE TABLE I L11 FOR THE I LINE SEARING DISTANCE KINGDOM, LLC I L1 N 38°25'41" E 10,00' 1 CALLED 3.50 f DOC. NO. I L2 S 51'34'19" E 93.45' I ACRES D220057458 I L3 N 38°25'41" E 21,65 AIP KELLER CD Go O.P.R.T.C,T, I L4 S 51'34'19" E 91.50' HICKS, LLC I L5 S 38°25'41"W 35.54' I DOC. NO. I L6 S 00'38'11" E 2.83' I D222063993 I L7 S 45'38'03" E 14.14' I I L8 S 00'38'11" E 90.17' I O.P.R.T.C.T. I L9 S 89-21'49" Vol 10.00' I L9 I L10 N 00'38'11" W 86.03' 1 L11 N 45°38'03" W 14.14' 1 100' TEXAS POWER d. `4 I L12 N 00'38'11" W 6,97, 1 I L13 N 38-25'41" E 25.54' I LIGHT EASEMENT I L14 N 51'34*19" W 71.50' 1 VOLUME 6166, PAGE 59 I L15 S 38°25'41" W 21,65' 1 O.P.R.T.C.T. I L16 N 5V3419" W 103.45' 1 NOTE: Bearings are based an GPS observations utilizing the AIITerra RTK Network; North American Datum of 1983 (Adjustment Realization 2011), PAGE 2OF2 LOT 7 BLOCK 1 GOLDEN TRIANGLE CROSSING ADDITION DOC. NO. D220050786 P.R.T.C.T. CURVE TABLE CURVE I ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 10.06' 14.75' 39`03'52" S 18°53'45" W 9.86' C2 16.87' 24.75' 39°03'52" jjj N 18`53'45" E 16.55' EAGLE SURVEYING, LLC 222 S. ELM STREET SUITE: 200 DENTON, TX FAG L E (940) 222 300901 SURVEYING TX FIRM # 10194177 JOB NUMBER DRAWN BY DATE 2110,050-04 I TER 05/25/2023 I N LEGEND CIRS CAPPED IRON ROD STAMPED "EAGLE SURVEYING" SET POB POINT OF BEGINNING POC POINT OF COMMENCEMENT O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS P.R.T.C.T, PLAT RECORDS, TARRANT COUNTY, TEXAS ��, DOC. NO. DOCUMENT NUMBER SO. FT, SQUARE FEET 0 1 O BOUNDARY MONUMENT 0 30 60 DESIGN PLAN AND SPECIFICATIONS RETAINING WALL MAINTENANCE AGREEMENT Rev. 0311512022 BN PLOTRC BY. ma Tm,— ROT imm, u/2 mj S4E PIA LWA,IN; \P44sc,5\ 2-I 1, A< 17A Kr.^. wNS\C=IX%mUS\[- 1, W(fflvC, —i alla LAST Sn�[u: ]/9i]n]] 1:90 Vw ram, I E I I I I I I { l { I l JI I ` i. IoE I �. 1 I I f I }y I I � n I I — I I 5 ��ww4awti wt,ru meunrr _ _—FOPATG.T. 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PAxxvm -- - x3� j%aPenu C 01 U gE _E ' .nxn•s o,r .xeamras 4x xvnul Lnvt CURB VWM INALLTYPICAL OFiAIL (CAST IN PLACE] .� EXH-B STANDARD EROSION CONTROL GENERAL NOTES I. FR OSICN CONTROL DEVICES AS SHOWN ON THE ERCSON CONTROL PLAN FOR THE PROJECT SMALL BE INSTALLED PRIOR TO THE START 9F LAND OISILRBING ACTIVRHES ON THE PROJECT i AL: MOSTCN CONTROL DENIES ARE TA BE 1457ALLEC IN ACCORDANCE TWTH THE APPROVED PLANS AND SPEOIFlCATOMS FOR THE PROJECT. CHANGES ARE TD BE A CVFA BEFORE ADfi51RUC0{W BY THE C 'S ENGINEER AND WE pTT OF FORT WORTH, x IF THE EROSION CONTROL PLAN AS APPROVED GAHHOT CBTfiOL EROSION AND CFF-SITE SEDIMENTATION FROM THE PROJECT THE EROSION CONTROL PLAN WILL BE REQWREP TO BE REMSEO AND/QR AODMONAL MCSCN CONTROL DEVCES PALL BE REQUIRED ON STE k IF OFF -SITE BORROW oR SPOILS SITES ARE USED IN CCN,WNCODN KITH TH15 PROJECT. TH;S N'ORMATIDM SHALL BF. DHSq.O5E0 AND SNOWN ON THE FROST DN CONTROL PLAN. CFT-SITE BORROW AND TOMS AREAS ARC CRNSIOERED PART OF EROSION CONTROL REQUIREMENTS THESE AREAS SMALL BE STABILRED WITH GROUND COVER PROR TO FlNAL APPRWAL W THE PRCJECT. 5NSFEOTONS SHALL BE MADE WEEKLr AND AFTER RAIN STORM EME" TD INSURE THAT THE DEVICES ME FUNCTTCMING PROPERLY, WHEN Si]1fMENT CA MUC HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MOD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE. PAD MUST BE WASHED CORN OR REPLACED. RUNOFF FROM THE WASH DOWN OPERATOR HALL SHALL NOT BE ALLOWED TO GRAIN DIRECTLY OFF STE IWTHUIJT FIRST FLOWNC THRCUGH ANOTHER UMP TO CONTROL OIT SITE STINMENTATICN. PEWAOIG RE -GRADING OR THE AUOITION � NEW STONE MAY BE RCCUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 6. CONTRAC. SHALL HAVE A COPYTHE SAPPP ON SIIE AT ALL MWEE. T. CONIRACTDR SHALL BE NESPUNABLE VCR SUBMITTAL OF N.C.I. N.A.T. AMU MY AOOITICNAi INFCRMAPDN RECVIEM BY THE F-P.A. CONTRACTOR SNAIL COMPLY WIRI DLL EP.A STORM II POLLUTION PRELCRIMN MEr'TI;NEIN Ig. EROSION CONTROL SCHEDULE AND PHASING THE PR0.1ECT SHALL CENERALLY CONFORM TO THE FCLLOVANG PMAS' a - DEImcuwN/GNApRIG A. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. SILT FENCE, AND TREE PROTECTION FENCE ACCOROING TO THE APPRoARATE LDCATIGN SMDWN ON CRADy.0 AND EROSION CONTROL PLAN, NCI AND OLFTWL SHEETS i 8, HECIN CLEARINC AND ORADINC OF SITE i GSEED AND REMEC[TATE SLOPES WHERE OHDWN. PHASE 2 - UTIDTICS A. KEEP ALL STORM WATER PCLLUTON PFMWMIICN MEASURES IN PUCE, S. INSTALL STORM DRAMS AS SPECInCO ON PLAN SHI C. INSTALL INLET PROTECTOR. PHAM Q - PARING A KEEP ALL STORK WATER POLLUTION PREVENTION MEASURES IN PLACE REMOVE AS HEEDED TO PAVE D. STABLLI2E PARKING Lo CE. O. PAVE PARNNG LOT ANC sUEWAIxs AS �EGTFR:O ON PLAN SI cETS, _ 0. RELFCYE IEYPORART CONSTRUCTION ENTRANCE. E. NAINTAIN IMLEF PROTECTION. PHASE A - LANDSCAPING AND SOOL STABLLIZATON A REVEGETATE LOT ANO PARKWAYS B. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. C. REMSW MMON CONTRQL DEVICES WHEN GROUND COVER ESTPNSSHED. y is D.M.P. MAINTENANCE SCHEDULE TEMPORARY STAVE CO.NSTICICDON ENMANCE/EOT: ,g INSPETHAT 71LETICN5F SMALL BE MAOE WEIXLT AND AFTER RAIN STORM BYSHAL TB ENSURE THAT 1ME FAkUTY 15 NNCTIC IM0 O RMUD ACCl CDCEi PAD SMALL A MMEHEO DOWN O0. REPLACEC WREN CECSRER OR MUD HAS [LEGGED L VOID .DACES BETWEEN THE SORES DR MW R BEING IRALJO ONTO THE HA ROADWAY RUNOFF FROM WASH GOWN OPERATON SHALL 9E FlLTEAED INRWCN MOTHER 71 B.M.P. PRIOR TO DRAINING OFF-STE !� SILT FENCE SHALL INWEC70NS SHALL M MARE WEEKLY 11 AND AIRY,WHEN MAIN STORM EVENTS. SEDIMENTHAS q� SHALL EC REMOVED FROM HE HFT-THL FENCE FENCE T ABOVE DEPTH A( 5FENCE HA5 BUILT VP TE OFOR CAR TIE ASS of THE FENCE TRIORADE. FENCE SHALL TALI FOR GAPS AT BASE INSPECT 9JPPORRNG POSTS AND FILTER FABPoC. REPLACE IF RECilIREO. IRIS ET PROTECTION: INSPm 4 THAT I[eO ACEI BE MADE N4ENLY AND AFTER RAIN STORM EVENTS TO ENSURE G n THAT THE GEVaCE S FUNCTIONING PROPERLY. SEDIMENT MALL BE RENGVEH Fl10M THE STORAGE IIFA WHEN SEDIMENT WEDEPTHSTORAGE HA5 W TIS "or MALE TIE d- DESIGN DEPTH. IF OE-WAI TER TO THE DINC TK I H5 TWT LEAN RING. CIEAH OR REPIACE FE FILTER STARE EURROLIEAT THE INLET_ CLEAN ril[ BIOME SERFAGE THE El PEW TIMES MY RAKING. REPEATEC SLI'EVENT BVpD-VP VALE REQUIRE OILIER STONE REPLACEMENT, A•.F• IR¢ umI l is u ular ornaF is or rnewc \\\A coo Irv. ir Mae .1. cxtrRP atxas: nl[ rttL � A¢ O[TxAYx TARNOAep, t I o — u\l �mraivlxd�Pu�a mllneY INa TAMoc ` A aP�AI �� �� Wtt {xT Ap R4 Fl 1P --Am 11,x G+PS t I�aNp�x.uw m a uTB'A nT m{ apA P Fp TAws+T�L m wmA � xRlAsu ® ilcPo4 drs PLAN _ A.r xFG AE'J� v[M�iGL PU� a� �m U xA Anmr, ut�o[twA aowxoaNF CROSS SECTION CURB INLET PROTECTION DETAIL .TIP IP STAKE DETAIL IFRCNT VIEWA eARR6x�APPRUxiPuc� CGNLSiEfEtILA(XS xA TOP mMwFiF P.ACUNI IN— ,pIW PI,Ao4 - III IIII PWLRITSJ FlO! p _ 1�'" IIII 1 arAatEP IIIMCI - KCA tIACJSAIeAIT .IIIHIIIIIII .'- 6vk�azan' M1IGy ADULTRYSVpffN -�A''I WNCT�Tt MLOCI<n PAGE PPrXAePSAFP-r�N FFiaNE�FP e@—DOM - pAVEMFTR aRMNIE ARcsAm PLAN VIEW SCRUEi", I CROSS SECTOM AA W EM3+T GRATE INLET PR,QTECTIONCETAIL r PLAN vim �.mz l�rnexeni �i+wrr.wnwrvnasie ^AaVAMr PROFILE CONSTRUCTION .NNTRANCE DETAIL 9 0 . . Fwll- P. v.T MpE'.Tur POfA M (yAIKtA 1 F r lE.�inpar a nAltf: APnuI xATn� a�rr son .o.Awr rrnr ew Mwa P eLr:tOi iNa. Aul�[�ia S TNOI [M M(R O19RM PATER A s ' AT 1 m Ir Aryl . EwrA MI AAIInIiP.'N.wa�'AM u.lxil STA1� DETAILS ION EARL WLT, SEDIMEN7 LOG DETAIL 1 MSC rItl¢ FP. a,-Aeorc A4tLN`"` cr .fir ce .t�L��+.��,lLtAi a Mu Nt31 F.B'wghu F4mIlaTM � C,� `A.I:Y�'`!•. u_PVAeIG Ttr'I SII T EFTIEF GENERAL NATE5 r - ' �oomAE I�.Pi.n+ �.'fm LP �r�ab�iPCL� M�I'�w<1a41rp LYpfMN�r AImINa a aA Roar. T� mS s d[ aT rrR¢ PxALL [PrRa w[x m[Hd c r�u rw a''1 tty rl ow�xtsw— —¢Na — — ow — — iop�� vClr a ILI I }IpAp FL TLCLKv r.— TR GPI TIRLL'3mx NTMfT RA m Rv�'u. u2 AM�IAa �!aaE �Ym mWW ¢�vam-. � r+wc�ii@ . P, x JYLTmF TkAIL M IW[ LVBR'F!K Axa ArITA UU t(Y xYxrAL xrw vA xaamltNT h�.LL ¢ .b[ gqur2r y �. A fwLL PxTix� ]�i�PP mr �p�PptAy Rr PVVu® 1 AS W4Wnm 11, A"I aatt- , T. wywArµ6%--.s,AAwrzo Two worlvei�RW. A Na :RL P0.mS 9MLL X xr MTTA TAC RUT -M+x, CONSTRUCTION OF A FILTER BARRIER O F.T.x Z: = Lu W Z ' �e w all a f� Ffb 0[NFpY 1]N1 �mlrll �ryGi EXHIBIT OPERATIONS AND MAINTENANCE PLAN The proposed Retaining Wall is a Curb with Wall that is to be casted in placed. There is no operations and maintenance needed on these walls. See Curb with Wall details in Exhibit B. EXHIBIT D FORT WORTH ENGINEER'S CHECKLIST FOR STORMWATER Fortwora,a� FACILITY MAINTENANCE AGREEMENT Stormwater Management Transportation t Please attachadditional sheets as necessary for comments and descriptions. p p Fit atl sheets to 8 'A" x 11". Stormwater Management ORGANIZATION INFORMATION_ 1. Company (Applicant) Address: CLAYMOORE EN. GINEERING, INC. 1903 CENTRAL DR., SUITE 406, BEDFORD, TX. 76021 12. Contact's Information: 3. Execution Information: Contact Name CLAYCRtSTY N Mall'IrlgAddress 1903 CENTRAL DR'.,'SUITE406, BEDFORD, T6 Telephone Number(s) 817,458.8997 Email clay@clayrnoareeng.enm Signatory?$ Name TODD HUNTINGTON Mailing Address, 15114 EA1311 COURT, LEWISVILLE, TIC 75057 Telephone Number(s) 214.412.0695 Email TODD.HUNTINGTON@ALLTRADFSINDUSTRIAL,COM M Will k_ us 4. Property Location: 4562 KELLER HICKS ROAD (Note: if the property has notbeen addressed, please enter the legal description) 40ftftw;� S. Associated Plat Numbers: FS 23-045 (Note: If requestis related to multiple plat applications, please list path lndiVidualiy) 6. Associated Building Permit Numbers: (Note: if request is related to multiple permits, please list each Individually] 7 AGREEMENT & ATTACHMENT INSTRUCTIONS If the property owner is a corporation, the agreement must be signed by die President or a Vice -President of the company. N a partnership, the agreement must be signed by the managing partner. If the applicant is a sole proprietor, he/she signs the agreement an behalf of him or herself. Additionally, For corporations and partnerships, a copy o f the Articles of Incorporation, showing signature authority for whoever signs the agreement must also be submitted (Note: Applicants may also submit a hoard resolution or power of attorney authorizing an agent or assign to sign on behalf nfthe property owner. The agreement must he completely filled out and three copies submitted to the Planning and Development Department Signatures on all three agreement drafts must be original and notarized. Lastly, please submit a copy of the deed for die noted properLy. NOTE: Agreement and all attachments should be submitted on a lh" x 11". 151 1. Legal Agreement -Standard agreementform provided by DepartmentofLaw. 2. Exhibit "A"- Legal D escrip [ion (Attached) A, Metes and Bounds. B. Surveyor's Drawing, with seal affixed and markedas "Drainage Easement". C. Preliminary Plat 3. Exhlbit'B"- Design Plan and Specifications (Attached) A. Design Calculations- inaccordancewithiSWM. B. Schematic Plan (See Example Detention Plan Schematic) - prepared In accordancewith approved construction plans: • Plan View showing critical structural elements. • Critical structural elements are clearly labeled in layman terms, • Profile Includinga longitudinal section showing all critical structural elements with elevations, • Crass -sections as needed to showsize and general grading. C. Landscaping shown per approved Landscape Plans, 4. Exhibit "C" - Operations and Maintenance Plan (Attached) A. Routine Maintenance Speciftcations: 1. Mowing as needed to control weeds and woody.plants. 2. Trash removal from critical structural elements. 3. Addlt€onalma€ntenance. B. Non-routineMa€ntenanceActivides: 1, Bank repair and stab ll€zation. 2. Re -vegetation- required when 300A or more of area is unprotected. Yes No N/A Comments/Descriptions Z LJ 7 V 7I 0 W] u W 71 21 Page t of 3 IN Yes No N/A 3. Sediment removal From the detention/retention facility when: �' I • Detention basin - when water depth is reduced 25%or ❑ ❑ more, orhasin does notdrain within 72 hours, • Retention pond - when water depth is 4' or less. • Sedimenttraps/forebay- when depth is reduced by El El50%or more. 4. Structural repair/replacement for all damaged or deteriorated structures, trlclde channel, trash rack, etc. ❑ ❑ 5. Mechanical equipmentrepairs. V 6. Other mai ntenance Activities. 5. Exhibit"D"-MaintenauceCitecldist* A. Covers ordinary needs. In layman terms. ❑ R1 B. Structural components laheled consistent with Schematic Plan. El El 5,71 *See attached Inspection Checklist For Detention Basin tbeaii Comments/Descriptions Page 3 of 3 I certify that this Stormwater Facility Maintenance Agreement, checklist, required attachments, and additional comments, was prepared under my responsible supervision and that the information presented on this checklist and attachments is correct to the best of my knowledge. I also understand that an acceptance of this plan by the City does not waive any City standards or requirements unless a specific waiver request has been submitted and approved. • Signed Date 5I16l2023 Print Name: CLAY CRISTY Form CFW-8 CFW-2015 Appendix A 153