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Contract 53458-A1
Date Received: 8/3/2023 Time Received: 9.02 a.m. Permit No.: SWFMA-23-0034 City Secretary No.: 53458-A1 AMENDMENT TO CITY SECRETARY CONTRACT NO.53458 STORMWATER FACILITY MAINTENANCE AGREEMENT This AMENDMENT TO CITY SECRETARY CONTRACT NO. 534859 STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, acting herein by and through its duly authorized City Manager or duly designated Assistant City Manager, hereinafter referred to as the "City", and Brvant Irvin Car Wash Properties. LLC. hereinafter referred to as "Landowner", acting herein by and through its duly authorized representative Houston Simmons as President. RECITALS WHEREAS, the City of Fort Worth ("City") and the "Previous Landowner", 5235 Brvant Irvin. LLC. made and entered into City Secretary Contract No. 53458 (the "Agreement") to authorize the use of on -site stormwater management facilities (the "Facility") to be constructed and maintained on a portion of Landowner's property; and WHEREAS, the Agreement was recorded with the property records of the Tarrant County as Document No. D220024714 which is one and the same as City Secretary Contract 53458. WHEREAS, the Property has been conveyed by the Previous Landowner to Bryant Irvin Car Wash Properties, LLC, "Landowner", according to Warranty Deed Document No. D222249600, filed in the Deed Records of Tarrant County, Texas. WHEREAS, the Agreement contains exhibit(s) "A" and `B" that depicts the location and design specifications of the Facility; and WHEREAS, it advisable to execute this Amendment to the Agreement to revise exhibit(s) OFFICIAL RECORD Revised 03/01/2022 BN CITY SECRETARY Page 1 of 4 FT. WORTH, TX "A" and "B" in the Agreement to depict changes location and design changes being added to the original agreement; and NOW THEREFORE, City and Landowner, acting herein by and through their duly authorized representatives, enter into the following that amends the Agreement: 1. Exhibit A is hereby replaced with Exhibit A-1 attached hereto and incorporated herein to the Agreement, consisting of a revised location description of the Facility. 2. Exhibit B is hereby replaced with Exhibit B-1 attached hereto and incorporated herein to the Agreement, consisting of revised design specifications of the Facility. 3. This Amendment shall be filed with the City Secretary as an amendment to the Agreement and also 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. 4. All other provisions of the Agreement which are not expressly amended herein shall remain in full force and effect. REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK Revised 03/01/2022 BN Page 2 of 4 EXECUTED on this the 3rd CITY: baha �r�caGck# Dana Burghdoff(Aug 202321:VCDT) Dana Burghdoff, Assistant City Manager City of Fort Worth Date: Aug 2, 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Aug 2, 2023 ATTEST: 3annette Goodall, City Secretary City of Fort Worth Date: Aug 3, 2023 4,dgvOUq�� �pF pORT Ba c o 000000000' O9 ova ono Pva o=0 p dean TFXA5oAp IlIlpaao day of August, 2023 1 LANDOWNER: Bryant Irvin Car Wash Properties, LLC a Texas limited liability company By: AIC Cascade Car Wash Holdings, LLC a Delaware limited liability company Its: Member By: Cascade Car Wash A Units, LLC a Delaware limited liability company Its: Managing Member By: Cascade Venture Partners, LLC a Texas limited liability company Its: Manager By: Hou'st mmons Its: President Date: e7 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. n Rebecca Diane Owen (Aug 2, 202313:57 CDT) Rebecca Owen, Planning Manager Development Services Date: Aug 2, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised 03/01/2022 BN Page 3 of 4 STATE OF TEXAS § COUNTY OF TARRANT This instrument was acknowledged before me on (►uritll�1 e�1 oi0a 5 by Dana Burghdoff, Assistant City Manager of the City of fort Worth, on behalf of the City of Fort Worth. I BROOKE BONNELL Notary Public, State of Texas "�• '� Comm. Expires 10-11-2026 Notary ID 134009526 STATE OF COUNTY OF Notary Public, State of Texas BEFORE ME, the undersigned authority, a Notary Public in and for the State of -rf)(4 S , on this day personally appeared tbV<'8 t''1 SfM M 6 h I (name of executor) , pywsf4erl-H (title of executor), 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 BVg4tjt IYVfn (AY was (Landowner's name), and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 'Zi day of -3-W ky , 20 22, JORDAN HAINSFURTHER .;,�iy; t; Notary public, State of Texas 1 't= Comm. Expires 05 09-2026 Notary 10 133750127 N Paryublic, State of )C,it Revised 03/01/2022 BN Page 4 of 4 RzrCtfVj Lt,C. EXHIBIT A-1 TARRANT COUNTY, TEXAS JOHN F. HEATH SURVEY, ABSTACT NO. 641 HAWKINS PLAZA ADDITION 0.12 ACRE DRAINAGE EASEMENT BEING a 0.12 acre easement situated in the John F. Heath Survey, Abstract No. 641, Tarrant County, Texas; being across Lot 1, Block 1, Hawkins Plaza Subdivision, a subdivision in Tarrant County, Texas, according to the plat thereof as recorded in Document No. D219094890 of the Plat Records of Tarrant County, Texas; and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod with cap stamped "MIZELL 6155" found, said point having a Northing value of 6929526.95 and an Easting value of 2301522.65, at the most Easterly Southeast corner of said Lot 1; THENCE South 51°15'17" West, along a Southeast line of said Lot 1, a distance of 71.36 feet to a point. Whence a 1/2 inch iron rod found for the most Southerly Southeast corner of said Lot 1 bears South 51°15'17" West, a distance of 58.05 feet for reference. THENCE over and across said Lot 1 the follow courses and distances; North 39°20'26" West, a distance of 12.93 feet to a point; North 16°30'04" East, a distance of 47.08 feet to a point; North 73°29'56" West, a distance of 43.00 feet to a point; North 16°30'04" East, a distance of 72.41 feet to a point in an East line of said Lot 1. Whence a 1/2 inch iron rod with cap stamped "MIZELL 6155" found for an ell corner of said Lot 1 bears North 37°40'45" West, a distance of 124.63 feet for reference; THENCE South 37°40'45" East, along an East line of said Lot 1, a distance of 116.39 feet to the POINT OF BEGINNING, containing 0.12 acres of land and/or 5180 square feet of land, more or less. I, Matthew Tomerlin, Registered Professional Land Surveyor No. 6503 of the State of Texas, do hereby certify this plat shows the results of an on the ground survey made under my direction. Original s' new Date of Signature: April 20, 2023 Q Ma thew Tomerlin OF T REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6503 FIRM REGISTRATION/LICENSE NO. 10194585 ................................ FOR DATAPOINT SURVEYING AND MAPPING Q MATTHEW TOMERLIN ................................ 12450 NETWORK BLVD, SUITE 155 •0 6503 v SAN ANTONIO, TX. 78249 p9 O S 0 (777) 726-4240 OFFICE UR Iq (777) 726-4241 FAX SHEET 2 OF 2 EXHIBIT A-1 N TARRANT COUNTY, TEXAS � N 1/2" CIRF % m/ "MIZELL 6155" N 37'40'45" W P 124.63' (TIE) "� / A. ul@�o0 RPM. URM@U / WOO do aD00 % p(Ro � @O9) h J/ / 0 !S l O 90 00 O'Tip. POB-1/2" CIRF 1-4 a� SF "MIZELL 6155" * L06 F2 N: 6929526.95 / r E:2301522.65 LOT 1, BLOCK 1 HAWKINS PLAZA ADDITION / DOC. NO. D219094890 P.R.T.C.T. / / 4C��GNOO i� GIIEN. VG3M&V " 3" / \`//fold. aym, pro �(3©o y1 1/2" IRF ����`LINE BEARING DISTANCE L1 S 51 ° 15' 17" W 71.36' —b — —Z — L2 N 39°20'26" W 12.93' L3 N 16°30'04" E 47.08' L4 N 73°29'56" W 43.00' L5 N 16°30'04" E 72.41' L6 S 37'40'45" E 116.39' a s SURVEYOR'S CERTIFICATION The undersigned hereby state that this survey is true and correct, was made on the ground under m, supervision and all corners are marked as shown, shows all I �,sbld.pp"teasements,encroachand protrusions. ril 20, 2023 ATTHEW TOMERLIN NOTES REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6503 i t 7. ALL COORDINATES, BEARINGS, AND DISTANCES CONTAINED HEREIN ARE GRID, BASED UPON THE TEXAS STATE PLANE COORDINATES SYSTEM, NORTH AMERICAN DATUM 83, NORTH CENTRAL ZONE (4202), 1 NAVO S& DRAINAGE EASEMENT = 5,180 SQ. FT. 10.12 ACRES I 2. THIS DOCUMENT IS BASED UPON AN ON THE GROUND SURVEY PERFORMED DURING MARCH, 2023, CERTIFICATION OF THIS DOCUMENT IS ONLY TO THE LOCATION OF THIS EASEMENT IN RELATION TO RECORDED MONUMENTATION OF DEEDS PROVIDED BY Situated in the THE CLIENT. JOHN F. HEATH SURVEY, 3. ELEVATIONS MSL, DERIVED FROM G.N.S.S. OBSERVATION AND ABSTRACT NO. 641 DERIVED FROM SAID OI*THE-GROUND SURVEY. TARRANT COUNTY, TEXAS 4. THIS DOCUMENT DOES NOT IN ANY WAY REPRESENT A "BOUNDARY SURVEY" AS DEFINED BY T.A.C. § 66116 5225 BRYANT IRVIN ROAD o 30' so' ° HAWKINS PLAZA ADDITION DRAINAGE EASEMENT SCALE: 1" = so' 12450 Network Blvd. - Suite 155 DRAWN BY BJB " D A T A P 6 9) 1 N San Antonio, TX 78249 BY: ZM g Phone:726-777-4240 CHECKED 1 USURVEYING & MAPPIN Firm No.10194585 AFE # LEGEND EXISTING EASEMENT R— PROPERTY UNE PROPERTY ADJOINER 0 FOUND MONUMENT ♦ CALCULATED POINT IDATE: 04/20/23 REV. 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STATE OF TEXAS) COUNTYOFTARRANT) KNOWALL MEN BY THESE PRESENTS,TM 5ZB5 Br MIMn,LLC,acting by— mrvughih duly aumodzed W-L hbe owner of fallowing did—d real mp•M. bwik FIELD NOTES: 1.703 aaea a tdd In Me JOHN F. HEATH SURVEY, Amt M. W. MI MFWMM, Tarred, C.,*,, Texas, being the mdd bml In deed,m 52% Bryant IMn, LLD by dead n dIn Dvwmom N.—I.171511 SO C,—ty CIdW. ft—. Tarrant C.My, Tudd. entl bmng more partlalhM tle•albetl, esbBowa: BBRRYANT IANIN ROAD( 1 1 RRdilh M1NAy),—mort n—d, wesmmmwtaryW — M tr%aCM•nibh dimd x T dt B m TESCO by dmd —Mm b VbW—Mi. Page 1 We, D.. Ramble, TrmM Could,, T... tromwNch a Y out in —i b, b,-noMwset comer al Lat 1A, Block T, CITWIEW an Adtlitlon b ft City M Fort WbM, Tenant County, Teiae, accOltlin9 m 5H PIatlMnMrxoNotl b Vobmo 3SS-217, Pape92, Plat Raca,d,, T—County, Texas boars N T2.8B4B' E, 181.BBbek THENCE S 57°1e5S"E, Idwg .co.—fi,aofwid SJ BryadlM.Commndel Dovlop,mK LP—,,d TESCO' dS. iTT.Tdtaat ba 1n` iron rod wpmdl MMELL 8185 muM. ft—,—dy,,-dd twmorvf said U35 BryaM Irvb, LLC beak THENCE81S°dW,W MMML0wmman line of ask SJ BryeId Irvin LOmmartlin D-C d%aM LP treMeM TEeCOT,aMB, 145.B8Mt ba 12"'vvn rod cappatl M12ELL Bt%MM, en ell wmarof said 52%Bryant Irvin, LLC wok THENCE S 9TOS81' E, along ma common line of rk eJ BryaMlrvin CommeMN DavMopmeM, LP bageMTE8C0 Trent 8.241.02faet ba 1R' ken and mood, 51a modeeebM eONheast BomarM•Sid 62%Bryant IMn, LLC track THENCE S 81°51D1" W, alap Id, wmmon Nno of and SJ Bryant Irvin Commemhl Dewbpmant LPbeuteM TESCO Tract B, 12J3.41 met ba Wbonrcdfd.. THENCE N 89-38'91" W a long the wmmon Ilne of mid W Bryant bob COm 9— Devabpma LP fact ad, TESCO T—S, 1-5 met b a 1? ban mtl capped MIZELL8185 mud, in the mort wmhady naM line of sad TESCO Trent B, etthe beginnillp M a wive b me IMt whoa rogue is g8BD.00Mf entl whose big ohDM been 814°40'21' W 9.TDMk THENCE—, saidcurve, alolp tl1e common line of ask 5295 BryantIMn, LLC baMantl TESCO TreMB.Ina ablrowM tlheNan,Mmugh e central anpb of W"0]D]', a dWnw of 9.J0 metro a 12° iron rotl bud, d Me eM M ank wAre: THENCE N 88°30'26" W,-0 the common Ilne of ektl SJ Bryant IMn D.., 1.el OevNOpmaM, LP BRYANTTESCO TMM b51.52Mtm a "N wtb uwrlaam, me coudlweet comnM said 52%BryentlMn, LLD beat, In me eaetlbe of ad BgYANT IRVIN ROAD, mrfn. most iwrbedy eautlmwetmmar M ink TESCO Tract B. Mfha bagbmin0 Ma wive m 1M d9Mwhaw mdma le 4T40.00 bMand whose Img chord bean N iT41'31` E, 53•.TZ bet THENCE along I,mmman SMead8235BryantIMn, LLC tin ad, BR OF BEGIVINROAD along Wdcum,ina roMedy dlredmn. mreuph a mntral ergle MDB°25'01", a GWnce of 5%.01 mMm Ma POINT OF BEGINNING entl wlibbdng 1.TW saes of hod. NOW.THEREFORE, KNOWALL MEN BYTHE8E PRESENTS; That 52%Bryud Ink, LLC does herebyetlopttlda Pbt M1M MMnabov0 deeaibM reel popeMm be dBNplrbtl ea..... LOT 1, BLOCK t HAAWNSPIAZAADDRION ad, dose hsnby dadkdablhe PubXc'e uee, Ne afaeb eM aaes1m11b Nown Mrow EXECUTED Mie McZ�tleyM p IL 2p,(q STATE OF TEXAS ) COUNTYOFTARRANT) BEFORE ME, 5W untblelyned a Ift M brie day P—mly ddn% dDim, lidmm,Id— ld ma b be fhap ;—whose nameh Adbm Mm the above ad, mrepoiro inetrumem ad,—mftdgad b me that ha . —I did vma forma pupae eM on—fibn Nsrek W,smBtl b me capNly abd— GNEN UNDER MY HANDAND REAL OF THIS. 5f'h the day [LAav toAT wVRr Notary Publlo, Tcmnt County%&�i ��r My Cammlewvn Ellpirea nl OJ/ OMry Pubic State of Tex�•a _ARC ,'y7 Ox Comm. y 10 1e "9371021 NaNrY IG t]B499I1NJ 4EOF! y4f016Tfq '4IS8)Oi/%rBle" ONrx[aawnw /�' - � PO P STEPhiEN H. A41"CELL .BrevwEx gene ..`.°.......616G..°.°.,w. REamE.lEp vxMlsBmu•y xB svRMrme Ta = x `gmo:suav4k°�. R,a xorpffm'II,Y" coxm`°xtx"'xa)s s w°"wp fF&NIaeR,; TJ > iml awlla.Aop FEvrs[O Ft'MUMv Si; � 9 �Rhro�Fsxr)5J Fort Worth City PlFortan Commieeion City Forth, Te><eS tw w.11..wa M xeaa vwae`.aluva eo Ilartee M P 1 `: Chainnon BX Semtay Final Plat Lot 1, Bloch 1 ILMUNS PLAZA ADDITION, an Addition to the City of Fort Worth, Tarrant County, Teses, being 1.703 acres situated in the JONt1 F. NEATH SURVEY, Abst. No. 641, City of Fort Worth, Tarrant County, Teras. EXHIBIT B-1 TITLE REPORT NOTE THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A CURRENT TITLE REPORT AS PROVIDED BY FIDELITY NATIONALTITLE INSURANCE COMPANY, REFERENCED BY GF NO. FfDAL-30.9ODD302200189L AND BEARING AN EFFECTIVE DATE OF MAY 12, 202022 AND A COMMITMENT ISSUANCE DATE OF MAY26, 2022.IT INCLUDES A SUMMARY OF EASEMENTS, SERVITUDES, 0.1'Nf5.OF-WAY, ACCESS AND DOCUMENTS AS REQUIRED PER SECTION 6, ITEM C-II Of THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TIRE SURVEYS (EFFECTIVE AUGUST 12, 2016). SCHEDULE B ITEMS 1. THE FOLLOWING RESTRICTIVE COVENANTS OF RECORD ITEMIZED BELOW (WE MUST EITHER INSERT SPECIFIC RECORDING DATA OR DELETE THIS EXCEPTION): IN VOLUME 8046, PAGE 252, VOLUME 12954, PAGE 150, VOLUME 13514, PAGE 252 AND IN VOLUME 1406% PAGE 468, REAL PROPERTY RECORDS, TARRANT COUNTY, TEXAS a. NON-SURVEYREM It. NON-SURVEYREM a. NON -SURVEY ITEM d. NON3URVEY REM R. NON -SURVEY TfEM I CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE I C1 4690.00' 9.70' 9-' - S 1404'37" W O'07'07" I PLAT S 1 V40'21" W I C2 4740.00' 534.99' 1 534.71: N 1T05'47" E 6'28'01" I PLAT 535.01' 1534.72' N 17*41*31" E EXISTING OF FORT 16' WATE f. THE FOLLOWING EASEMENT'S AND BUILDING SETBACK LINES AS SHOWN C ON FLAT RECORDED UNDER CLERK'S FILE NO(S). D219094890 PLAT / / !(- RECORDS, TARRANTCOUNTY, TEXAS EXISTING CITY 40 FOOT BUILDING SETBACK LINE OF FORT WATER LINE EASEMENT WORTH 10" SANITARY SEWER EASEMENT VARIABLE WIDTH DRAINAGE EASEMENT WATERUNE (AS -SHOWN) / / g. MATTERS E 'STORMWATERHATILITY MAINTENANCE ENTDATED:JASTORMWA202 FACILITY MAINTENANCE AGREEMENT EXECUTED BY: 5235 BRYANI IRVIN, LLC ANDTHE CRY OF FORT WORTH RECORDING DATE: R 3,2020 RECORD FEBRU CLERARYKS RECORDINGECO UNDERCLERKSFILETY,TE 0330024714, REAL FILE PROPERTY RECORDS, TARRANT COUNTY, TEXAS / REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. (DOES NOT AFFECT) h. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTRLED: SPECIAL WARRANTY DEEDDATED 3 Q O' EXECUTED BY: THE DECE DINT 9,1983E I EXECUTED ED BY:T E HILLS RECORDING DATE: VOLUME 7701,P G RECORDING PAGE 3609, PEAL PROPERTY r J p / / % RRANVOLUME77D1, RECORDS, TARRANT COUNTY, TEXAS / REFERENCE B HEREBY MADE TO SAID DOCUMENT FOR FULL P e ARTICULARS. (DOES AFFECT)(NOT-PLO7rABTE) ? xu 1. NON-SURVEYREM gas I. NON-SURVEYREM Q pp� sl'S " L NOWSURVEYITEM /3 NOTES m 1. ALL DISTANCES CONTAINED HEREIN ARE GROUND, A BARED UPON AN ON THE GROUNDSURVEY / PERFORMED DURING SEPTEM 1, 2. ALL COORDINATES AND BEARINGS CONTAINED / e HEREIN GRID, BASED UPON THE TEXAS STATE PLANE COORDINATES SYSTEM, NORTH AMERICAN / DATUM 83, NORTH CENTRAL ZONE (4202), NAVDW 9. ELEVATIONS M DERIVED FROM G. AL, SAID OBSERVATION DERIVED FROM SAID ON-THEGROUND SURVEY. 4. ALL MONUMENTS FOUND AND SHOWN HEREON / WERE CONTROLLING MONUMENTS IN THE FINAL BOUNDARY DETERMINATION OF THIS SURVEY. / EDGE OF I I CON/WA¢LRKEIE FLOOD ZONE LEGEND /_ "MI ZELLIRF 6165" / \ \ TELEPNONE EQUIPMENT AREA TRANSMISSION IS \\yam N3 \ \ �s ALL �J 7' B VT CIRF UNDERGROUND / "Ni IZELL 6155" CABLE BOX Nbe � Taal°'mBl.1�u'^La° Pa. 11 tY2"GIRF a/(o`AL„ 7T Jp O�O4Tn' °MIZELL 8155" [Pj�A LOT 1, BLOCK 1 HAWKINS PLAZA ADDITION 5235 BRYANTIRWN, LLC DOC. NO. 217161139 BRI 1.703 ACRES \ \%\ Y ALLY 74,161 SQUARE FEET / CIRF IZE "MIZELL 6155" - E SANITARY SEWER 1 / PD. CO CUT EASEMENT V2" IRF / IN CO EXISTING 6" x _ S89°4T52"W 143.16'_,__.._.—.._.._.. _..—..—.. a.. o. U SANITARY SEVER W � (PLAT-N e9°36'za• V">) 12" IRE TOP ELEV.= 728.85' I 1/2"IRF jji3S3G'Ta1 RUNNING SWTHWEST / S 89'5T5O" W 51.52' G'�C$lkil" IILYV."U'\o AND SOUTH (PLAT-N 89.30W' WI �71�'T✓7](;'J y (A" aLTLps ZONE AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL (SHADED) CHANCE FLOOD WTH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR 'NTH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. ZONE AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. LEGEND TOP OF SLAPS TOE OF SLOPE --------- EDGE OF ROAD CENTERLINE ROAD — -!- — PROPERTY LINE -R/R- — RIGHT OF WAY (R.O.W.) SUBJECT TRACT �W— ENSTING WATERLINE —N[— OVERHEAD ELECTRIC X— BARBED WRE FENCE O HIGH GAME FENCE n PIPE FENCE SANITARY SEWER ® FOUND MONUMENT ld POWER POLE O FOUND FENCE POST • WELL e SET MONUMENT O MANHOLE FIRE HYDRANT A SPRINKLER BOX II WATER VALVE( LIGHT POLE UTILITY POLE $ WATER METER ELECTRIC LR:TEIx -E- STORM DRAIN LE NO .—MOA—DMWNO. N 66 / a SD SCALE! 1"=50' SURVEYOR'S CERTIFICATION The undersigned henby rtate that this survey N true and wmcL was made on the ground antler my sppervlslen and all wrners are m d az shown, shows all vlslbN and apparent pachments and pr,...p pns, i have examined the Fbpd 95K, E ce Rau Map (pr Ta nn[ County, Te It and Inc that thed Area Map Np. 4g439CX ,d It NO I Dad September 25, 2009 and I[ appears that the property IMz within Zone X, and It NOT located within a 300year Rppd mtM TM1e Rekrentt tt the IUD-yearflootl plaln I flood hazard xpnes, ertimau baud on tM dtla shown on the FMad Insurerke Rate Map and zh . not be ,n tryst""ad!!lafffsa rtudyortleurminatlen of the flooding pmpenshlesef this property. Oa[apoiIngB Mapp/ing , aa..(W//`mb.r u. sou 41 MMIN REGISTERED PROFESSIONAL LAND SURVEYOR NO.6503 E.. Coi Q` pFO 9N ..i.. S MATTHEW TOMERLIN r......................... %'40 86030t�y Q 9 Fss1,,,`O SUp1E LAND TITLE SURVEY 5225 BRYANT IRVIN ROAD WTI, BLOCK 1 OF HAWKINS PLAZA ADDITION, ACCORDING TOTHE PLAT RECORDED IN DOCUMENT NO. D219OM90 OF THE PLAT RECORDS OF TARRANTCOUNTY,TEKAS I 12450 Network - 2300 D A T A P% 1 N T San Antonioo,, TTX 7824949 SURVEYING & MAPPING Phone. 726,777-4240 Firm No. 10194585 a _7I LLw L� 1�1 W STORMWATER DRAINAGE NOTE PATTERNES P 1 OVFDLLANORECORDCEOm-1—=IDYBNVFRG,B0169. CITY OF FORT WORTH GRADING NOTES 1. THIBPERMR IB FOR EORLYGRADINGONLY. NOINFIR07RUCTURE CONBTRI1CTpN THAT RFAURE8 Cm'OF FORT VpRTH INSPECTION 2. T RDIZFOBY TXIS PERMR. 2. AV WDARYAREATHNTALTER DRAINAGE PATTERNS. IB 3. AVOIDANYARFAS THATALTERTRE CURRENT SPREAD of RUNOFF (AVOID :..Ncwlu BeATO�'evELOPERs RISN uNnL crrc HASAPPRovEO CONBIRUCTION PLANB. 735.25 BW \ \ \ \ \ 135.11 11 740.00 TW 735.00 BW I /745.50 TW 734. EX / 740.50 BW 71I / 1/2" CIRF / "MIZELL 6155' \ 777��34.30IX '740.00 TW 744.95 TP 735.25 I 744.85 TP 744.98 TC 744.48 0 INSETA 7 CIRF J 6155 ,11 / s II I n Q l l3 I I I I I I INSET /F-� /I i I 3 II l 1 / R4a40100' Do' / N$dJ . below. Call H.enem."rm. a:e. C ' leffl" E / 1123, C� I / r \\ \\ % R4 /Q 501 f m \\\ \\\ ® FEVISED DETENTION POND 3-10-23 flEVISED DETENDON POND /DiV3260 ^�58" E r / \\ \\ No PR SUBMISSIONS Dot. \\\ A/� li IP / �j• I � i\kk /^\ / \ \\\\ �4Y Lo. 1/E' CRT \\ \\\\ LOCATION MAP es� / / I Vol no,. Pa ,aoa GRADING LEGEND E%IBTINGMINORCONTOURE ---r - / EU87ING MAJOR CONTOURS - �m INSET \ \ \\ MINORCONTOURS « / kN/ / / l J 3 ; /�/ \ / �J \\ \ MAJON OONTOURS \\`P�sHIGHIPoINT —HP—HP—HP— P. rea"eaNDPT REMNG WL —R. s1 CIRF WN NGWL WPRO NI ESR IONG ELEVATION TOPOFCURSELEVATION useou GUTTER ELEVATNIN rmx \10 \\ SIDEWALNEIEVATION s.m 41 (- g' I/ /,Nx n \-xTwO�- mn Tc T OS \\ \\\ rmm \ �S• \\ `\\\ TOP OF PAVEMENT .ma \ I +p� GROUNDELEVATION Ji �A fc 7 ca 4 \ OP GF wuL mm. CURB INLET m O pO� / �/ a>� ° I.` l \DARYBEWERcEANOLm m Z /y[� / / / �� \ SANRARI'SEWEROOUBLE CLEANOUr m r BR wuL ® \ OOMESTic n ERSmETOER O YNNN/T /t/ ; I `\IN IRRIGATION AE N m — M✓� `\ LIGHTPOIE m.m ran EEE>E IPRAP�/j� \\ t"0Hc o MS RP CIRF THOMAS HOOVER ENGINEERING, LLC rmGA $- ( \ 'III�IIII�^IghIIIIIIII P.O. BOX 1806 KELLER, TEAS 76244 (617) 913-1350 PHONE 1.B.6.E. FIRM REGISTRATION NO. 006009 e Y' n m mn \ T 111 rtEOF TF \\,1 SLAPPY'S EXPRESS CARWASH 5295 RRANT -_ ,+� _- �-33---rx _- _7 _ _ ="''-'°A � /ice y �ezass"•" IRVIN RD. PORT WORTH, TACOUNTY, COUNTY,Y, TX 76192 TAT 1, BLOCK 1 OF RAWTUNS PLAZA ALDMON 1.703 ACRES 74,181 S.P. �.52' 1.52' (R '�-gg.3624+wI� wmw 1/z' I ,xvs RCN TRxT .7 1u nlmM \ZMIS vow iTo,. Pc. leas �'� usa ramry B xi ,r-N e9•30•26• wh GRADING PLAN - - - - _ - - N 89'30'58" W 606.07 - _ _ _ _ _ _ oCgmEn. OR sc.LR ,aEcr No; PR: 2022.08 BEr: � 1 EWER. 1LH M7E 3-10-23 I BBBIXm AREa PcI Tc mll; 4T0. eTaRll STRSTORM fONNIeTORM pW�TO C Illullj OJ} , 0.m IDrv8' O/WI B.m 19i1C OZ.YI BMEET GLIX/SWIIf ON1 TO AREA WIET I l � 1HB41 B.4 1B am i.Bti �.OQ �i �.N IDh2 0.p 1B 0.d Ad 1.Oi 0.m ST< 1.4 O.m B21 zM SHEEi FLOYTSOBIH OXd IX. ARPANIET I I mrat zm z1i zN u, f TOP 0.— 72-V RUNNING SW DI AND/1 , 1 SOU \ / _ .e. below. C3 89' 4'16POO" E / I V \ \ CR$'F ® REVISED DETEN110N POND 3-10-23 ® REVISED DETEN110N POND 2-21-23 No. REVISIONS SUBMISSIONS Oole D_ leuo LOCATION MAP PRE -DRAINAGE LEGEND --- E%ISDNG MINOR CONTW RS IXISTINGEMAIORECONTOURS _ _ _ - -I ND. M DRUNAGEAREaacREapE X.XX s \ �OJ \Q \\\\ `\ IXUNAGE FLOW DIRECTION �>. JJ4 \ F \ \ \ o FLOOD PLAIN NOTE TkF \\\ \ ARI-LocaTE 1-CH'1C.aRGAs or a.z%aHNuucHANCE GLooD; \ AREAS OF I%ANNUPL CHANCE FLOOD WRH AVEPAGE OEP,HS OFIEBBTNAN \ 1�SpUPRE MILE;ANp \ \ Ea3PRDTEGTED S.I>,/EESPRpM,%ANN pNANpE FLpDD. ` lieu aR \ \ THOMAS HOOVER ENGINEERING, LLC P.O. BOX 1808 XELLER, TEAS 11211 (817) 913PHONE T.B. P.E. FIRM RM REGISTRATION N0. 006009 1 \i11\1 SLAPPY'S EXPRESS CARWASH 111 14 ���ePe83� q•s 5235 BRYANT IiVIN RD. FORT WORTH, TARRANT COUNTY, TX 76132 x oxn3�/ LOT 1, BLOCK 1 OF HAWKINS PLAZA ADDITION ,(j !z l�-pa'n-i �r-r✓ yv.>-1 e___ _ __ __,�;- -,y. 1.703 ACRRS �9'535_0',yr �__ (P_tAT-NN=es'332a•-%'f �1/2'IW i 0 �p7� 74,IBI S.P. // REN. TR oT -e• w�. nol, Pc 1Ba9 S-N 8B•3026" W) EXISTING DRAINAGE AREA MAP N 89130'58' W 606.07 m. mr xo_ ln.j OR sctiE 2022.08 OR 1"�20' Pm.� s D4.7 TIHI w 3-10-23 4k\ / I < t/ - - \ 6O BAOIN ID NEAW6 Tc plll C I Owl"I O NbI C I ONM O (d) C --I (w I OIdsl ORAINS TO fd2 DA1 034 10 0 AN ON O.N 5.74 0.N 0.39 9.24 0.53 DETENTIONPONDONTOEXAEAINLET BN GRABS O.E1 XIO O.N 0.30 PAVED F.- QN O.N 0.90 64i ON 10 0.N 4.01 I 2.15 O.N 1.74 3X0 0.69 1.24 5.SI DETENTION POND ONTO EX. PREA INLET OW1RS NEO O.N Qm ON 0.30 091 0.0 0.N 0.90 I M3 OA9 /0 0.N 4A0 I 1A4 0.N 674 ZM 0.69 9.24 3]4 DETENTION POND ONTO EX. AREA INLET ORAR OSI IN 0.30 O.N 0 .30 PAVED9 0.N 0.N O.N I TOT& 1.T0 I 4.N I ON / I ] STORMWATER DRAINAGE NOTE IPROPOSEDCPRNASNNILLFOLL 1-EPTEDGRADINGAN0-I-E PATTERNS PERAPPROVEDPND RECORDED-PSTUDI S91M20190N9. )`4'1 EI'00" E I + r / \ 1tA- I \ drr-s rw T ti I I L-® RENSEO OETENTNIN POND 3-10-23 RENSED DETE- POND RENSIONS/ SUBM-IONS t 0 ALOCATION MAP EROW+O sCAIE: N.T.&. / ch ae� a POST -DRAINAGE LEGEND EXISTING MINOR CONTOURS ---«,--- / EXISTING CONTOURS coNTONrouss re MAJORCONTOURS T \ ORAINAGOIVIDE TRA --74 Y-� / VOL not. PO. 1609 \\\ s'os \\\ \ HIGH POINT P-HP-HP- / ls / ___ \ 'M />,fiL IN;/ \ \ ORNNAGEARFA NO. DA-X // \\\\ \% nDRUNACEAREA.NEACE X.XX NAGS FEow DIRECTION ._,.. FLOOD PLAIN NOTE BNENLOC 'IN ZONE•X'. AREAS OF 0299 ARNU&CHANCE FLOODI \ 199ANNU&-.EFL000-AVEM0E0E0FLF8S1HM1 I I O i 1FOOTDRN1Rf OPAIHAI3E PIiFAeIE&STIIAIIISDUMENIE;AND I \\\`\ l \ \ AREAS PROTEcrEo sv lauEES FROM 1xANNu&clwece noo0. 40- \, 9 0.87 r I{ 0.59 l r < yam r / / \ l l • 1/zF23.E eDiss- / r/ 1 / / e 1 \\""rk�\ + \H THOMAS HOOVER ENGINEERING, LLC �`" / i k \\\\ �;\\;�\ \P.O. B,XT1808 EXA6 76244 N4 \ r ri° \`\ _ 50 PHONE -J / yl \��?� \\\\\\\\\\t rah (0B �)E91FIRM3REGSTRATION NO. 006009 1\i\\\ j �' SLAPPY'S EXPRESS CARWASH T .._......x.....l'j 3 5255 BRYANT IRVIN RD. 62493 FORT WORTH, TARRANT COUNTY, TX 70132 \ LOT 1, BLOCK 1 OF BAWffiNS PLAZA ADDTf10N 9 ACRES52" __ To 74,181 S.F. 1/2•1.1 ' ACT "I" 3/ os s-N Wm,m, PROPOSED DRAINAGE AREA MAP N 89'30'66" W 606.07' _ _ _ _ _ _ _ _ _ _ omcnm. OR ru.e. FmOm x0. -'GO c�wFrx[9 TLH D+2 3-10-23 i BASIN IO AREA Iac) is lminl 1YR STORM Ilyll hrl SYR STTyORM II�Nid) 0�531 100YRSTORM /(jp 1�.34r) OQ.E,11 aWN9 TO I ml 0.24 10 009 .UB d� 0.13 0.30 OETEMION POND ONTO EX. AREA INLET OR0.4� 0.21 _ O.N 0.10 0_30 PAVED 0.03 0.10 0.90 O.BO DA2 O.BT 10 0.95 4A9 1 IAS O.M S.34 1 XIS 0.99 9.26 S51 IOETEMION POND ONTO EX. AIEAITLET I,R0.9S 0.90 0.30 030 G.30 PAYED 0.9T 0.A0 0.90 on I BAI on 10 O.N 4.00 1 tea 0 5.74 1 232 ON 9.N 1 STd IOETEMION POW OMO E%. AREA INLET OR/68 021 ON 930 0.30 PAVED 0.39 ON 0.30 DIN I TOTAL 1." I a40 I 9.T 1 10.15 STORMWATER DRAINAGE NOTE PATTERNSP X E°ANODRECOROEO IDDIRAIIID AN2DRAINAGE NO I ® REVISED DETENTION No 3-10-21 1 ® REVISED DETENTION POND 2-21-23 1 No. REVISIONS/ SUBMISSIONS Dole NT / �f \\ \ \ RIC `' ]WALL \ 17�2• aRF \\\ \\\ LOCATION MAP / 59' \ \ �� IIpc' SCAIE: N.T.B. \\ STORM WATER LEGEND \ \\ \\ - EzisrMG MINOR cO s -- E%ISTING MAJOR L OURS- MINOR CONTOURS Nr S"P08 \ \ conoURs -- . P_- HP-HP- X�G VOL.i809 \\\ 8TatRM PIPE - \�� \ \ \\ \\ RETAINING WALL RIPRM \ o/' \F \\ \\ SANRMYBEWERGU-N.E \ \\ \\ \ SANIT-SEWER CLFANOUT m SANRMY SEWER DOUBLE CLEANOUT M 9yF \\ \\ SAND,OIL INTERCEPTOR 0 \ \ \ \ \\ \ IRRIGATION METEPM�Go ER OMm LIGHT POLE a \ \ \ FLOOD PLAIN NOTE \\ ] ICN WAGo �F 8RE 18 LOCATED INZONE %(l F OH OFOSw ANNUAL CHAN Hl-L D; AREAB OF I%ArvD rXAN \\ Go \ \ 1 FOOT ORVATH ORAINAGEAREAS LE63TXAN I SQUARE MILE; AND NIENCEFLOODSTHANIRAGEDEPTXBOJD AREAS PROTECTED BYI-ESFROMI-NUALCWWCEFLOOU. Ifs 11 i / n°' / %4 \` ` wo ig / / `� ^ \\\ i / \ • �iiLLoems• \ / +, �y,, i \o\ M \ THOMAS HOOVER ENGINEERING, LLC e:ea.\ \ P.O. BOX 1808 / yq azs L.R z4 \ \\ \ KELLER, TEXAS 76244 l 1B �P •Iz / "3 I/ 3 st A 1+2s oe a3F Ie / ° \ \\ (8171 913-1350 PHONE 1 ^ Ill \ I91 I�.o r \ T B. E. FIRM REGISTRATION NO. 0060D9 L � 3 R(P o Qy ooyy fLIY�Ra.02 a srA /a+azio. I \ \ \ \ 1� 11 1 tE,,,P.. 6� L I A sjsk"^"0.R*wlll SLAPPY'S EXPRESS CARWASH 1- D. a _ _ _-- - - _ __ I 1� Twx4c,4 rowER 5235 BRYANT IRYfN RD. L/ / r^w " _ 3�r__ _ - _- --_- - - /�/ice �82aB9 •f^f FORT WORTH TARRANT COUNTY, TX 76132 g I � ll _ _ � ' � _ • A.y[l�$:- __-- /^ E99 LOT 1, BLOCE 1 OF RAWRINS PLAZA ADDITION �(� / S. ---- ' 1.703 ACRES _ Y IRF 74,161 S.F. A30. 9� II / /� - l9.sx^ ._--vAE a9Lc-H ARE i']a+"ac •sees �yY -^ TA. z+03.0.5 ME-C-D R ANI Ic WALL Rgasopo' P"D I °xRB _NET w9 aa,N9 STORM WATER PLAN 00 1$d� BTaI L DRAIN DNE RM.,35.5D -INB R Insr"LL za' - _ _ - - N 8930'58=W 606.07_ - C3 .89' / - -•r liiiw _nle -nose-.... - - - - - - - - - - - - - - - clEoc oR scNc PAaEa ND_ zozz.o6 C1.3 !3 �4'1�00" E sveo m. TE - - / / i.�o.]4 TlH O" 3-10-23 DETENTION POND —.IN wxENc�.m, I�.2aro-mMlN Mln FVII Dev. ]OOrear IAflBN Itfsl ((66jj ttfl ICFI m O.SR 9.Ed 1.A a31 5.e6k 7 26W m 0.5R r.05 aeei 1.2R9 e.103 W os are Lm ® Lo.m s.w asn W O.Sd Lm AM 31a19 >.OM I W D.Sa e.W I.m am sere zu I I W as a.0 vm 3.re Ie,RW aee3 3.Jae I RFOOIR W efOMGF V O W MF =1XF W W- OlalilO W F. WN:E.LFAIX. oulFLow.xAlFOF rxElasPErnvE IxfEow wRAnox. CONIROLREIFARE RuxARGFx W secAMlx. Im u6RORMFNENE®n MIN. INRLow.W.asa.arE.Lm. W=mne OUrtIOW =0.e.M.aJi. W=afiSE IIFOUIRWOFIFNTONF—MSWMGEf1➢A— = INFI— OUTFLOW N,723 IF WEIGHTED RUNOFF COEFF. CALCS FOR FLOW TO DETENTION 0.90 x0.03+0.30 x0.21 =0.38 0.24 0.9Dx O.57+0.3OxO.30 =0.69 0.87 P1 0.9OxO.38+0.3OxO.21 =0.69 0.59 1MA�V�1 1�1 x w I I ® REMSED DETENiRN+ POND 3-10-23 ® REVISED DEIEN110N POND 2-21-0 �Pw6NRue. flWPrth (Bryant I W. REVISIONS/ SUBMBSIONS Dab IIaFX FaaR :BmWM1we Corear FVea kue,iabl 5>vi JF ToW Storage J 0 Q00 77B:7Z O DWO 11.OD0 STORMWATER DRAINAGE NOTE ' �� 7131D zr>aa AIN- PROPOSEDCARWASHVALLµOR Z T,7J 7.UYQ 330003. 2966 3,G44 nERNS PER APPaovEO COROEOSEDCRADNONGANNDD 3 277 737410 3T 3.531 7. T45 • �� RETANWLAR EMERGETICY � OVERROWRETAINING WALL tOOY WATER RF .ELEVRTION IONND � y REONREOVO 36M Ao 7e6J6 am — YR IVATER 24' OPENINGS SURFACE ELEVAWOFI IN WALL WAD^740.0D fL-r3D.ze B OF aSr3 I ERGY EIINING WALL DIGRPANIF BGHT OF POND ® n.72a 1 7zar2 0.24' OPENINO� V.24' OPWIxc IN WALL IN WALL DETAIL "A" St— Line A PROFILE SCALE: (H) 1"= 30' (V) 1" = 8' START STA. D+00.00, END STA 2+63.05 791 711 760 _- Sg — __ S RF S -1 k - 750 8 NJ 745 -...- -- ----- - - _-. 745 _ aNNW — 740 -__. - .. --_._ ... _.... _.. 740 735 GeaWv /° Po 735 730 _ ___ -. _ I _ _- _-_ _._— 7. _— 511 34-/ LF ,a• °I— I� 725 -- -- R ozsx _..._ - cPGo D.zsx -- Rrn a a -- 725 720 720 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 /%`•yew ENERGY DISSIPATORS Wl RIP RAP A l N'" R ILOWABLE) T NGTN OF OPENING DOxT OFPOND-3.1 . L . 1.54V'l' WALL OPENING RESTRICTOR CALCULATIONS ia��EOFrE*.orESF THOMAS HOOVER ENGINEERING, LLC P.O. BOX 1808 (•1W_..g L . YS' KELLER, TEXAS 78244 913-1350 PHONE ezi"es._S T.B.O.E. FlRM REGISTRATION N0. 006009 SLAPPY'S EXPRESS CARWASH 7 21 5235 BRYANT MW RD. FORT BORTR, TARRANT COUNTY, TX 76132 LOT 1, BLOCK 1 OF RAWKUNS PLAZA ADDMON 1.703 ACRES S*F. DETENTION ION PONDD CALCS UPI I PRo� ' 2022.06 ne:below. N""Cau e.ror. r>. eq. DPNAN' oAtE G�4.4 RHI 3-10-23I _a_ a J G \ / / / // eR I r / wx wL ,a / man3 I 3 4 E fL2-72990 I , ill 1.701 — I v rcETx"� / / �� l laI / 11 Gffo w Incs—IN No 24� oETIL '112L``s'S `.� s 0�� _ I rev%S�uII bees LE za ro� v�v����v�v / 12 3 w\\\ as mus II 3 N _1 E 1 i 11' 1 11' I I _ •'r' FuT / EL / _ aosxcFR _/rz Ix 530.9j 1 -/ E voL 77.1. Pc 1eoe RpA0100' Eno PaSPDsm R CESSED RErawrvc waD s TI D2 2 urvE cure wLEr NIN sEICE 70 i / — - Ix-7a9 so SCREENING EExcE - _ _ _ N IND 89'30'S8" W 606.07' / Tie^-iaow 3 89' - '3N y4'l '00" E� aiz 7zs7a / BASIN SECTION A 745 740 735 730 725 745 740 735 730 725 720 720 -0+50 0+00 0+50 1+00 1+50 NC �CR-E LLL BASIN SECTION B 745 745 740 �alinE 740 735 735 730 [� 730 S 725 -E — 725 720 720 -0+50 0+00 0+50 1+00 I I ® REVISED DETENTION POND m REVISED DETENTION POND No. REVISIONS/ SUBMISSIONS -p E.oE,TE111 '7 N % THOMAS HOOVER ENGINEERING, LLC 1._............. i 826998,!• P.O. BOX 1808 KELLER, TE%AS 76244 ya ((81 ]) 913-1350 PHONE f.B.P. E. FIRM REGISTRATION NO. 006009 SLAP PY'S EXPRESS CARWASH 3� 5235 BRYANT IRVIN RD. FORT NORTH, TARRANT COUNTY, TX 70132 LOT 1, BLOCK 1 OF HAWKINS PLAZA ADDITION 1.703 ACRES NS EGRADING SECTIONS x�Call exseoyaw. .any sicxeo I 1-20,POT 1022.06 sc>n< sxGEET4.5 rbaN,e EcxEo TOLHR� 3-10-23 EROSION CONTROL SUMMARY PROJECTDESCRIPTIOW GRADING,UTILTIYINSTALIATON,PAViNG,VPCUUM CANOPY(S)ACONBTRUCTON OF CARWA6H. SEQUENCE0FACTVTIIE6:THEGONTRACTOR—SCHEDULETHEPROJECT SEQUINASENCEIESOFPHOF TTHE HES EPHASES WILLLCONSISTOR 1.INSTAI.LEROSION PH -121— WORKIFREQUIRED. 3ANSTAIl UNDERGROUND UTILITIES. I. BEGINGRADING. 5. POUR BUILDING FOUNDATON PAU S. LDINGCON6TRUCTpN. .INSTAIl TREES, SHRUURBS, ANU CANOPTS). B.INSRBE TREES. SHRUBS. ETC. AND —RE Al DI BED VEGETATION. B. REMOVAL OF EXISTING ER0910NCO ROL TALUT BMP6AINSION OFPERMANENTEROSION CONTROL BLIPS. SOILDI6TURBING SOILDISTURBINGACTMTIEBtMLL INCLUDE VIT ACTES: CLEARING—U...., GRAGING,TRENCHING FOR NEW UTILITY CONNECTON6, NEW BUILDING, PAVEMENT, EROSION B SEDIMENTATON PIANIING AND SEEDING` —FOR FINAL TOTALPROIECTAR- 11111ESIOVERALLSITE) TOTALD.—RBEDAR- tAt ACRES CITY OF FORT WORTH GRADING NOTES INFM6TRUCTURE CONSTRUCTION THAT REQUIRES CTIY OF FORT VgRTH INSPECTION IS 2AUTHORIZED BI' THIBPERMR. PATTERNS. >AVOID ANY ARFAS THATALTER THECURRENTSPREAD OF RUNOFF (AVOID CONCEER RATION OF DEVE L 4g=FUCG PLANS. LDPERS RISK UNTIL CITY HIPS APPROVED �O i ® RENSED OETENTON PoND 3-10-23 ® R—D DETENTION PoND 2-21-23 No. RENSIONS/ SUBMISSIONS Dole OFFwALL ♦♦ \\ LOCATION MAP G \ \—GT scALE: rs. B\s ♦ \ Tm, Pc. IecB ♦ ♦\ \ EROSIONCONTROLLEGEND \ ♦ \\ ♦\ TEMPCRA p16TRULT \ RIP XA v CONCRETE WASHOUTARFA \\ \\ TEMPoRAR \ \\ RY SILT FPoNE Si ♦ ♦ TEMPORARY FlLTER SOCK FS - HIGHPoIM—HP—HP—HP— LIMITS OF DIeTLIRBANCE � o � ` \\\ TEMPauRV INLET PRorecnox \ \Ar"('Zyy.'/ - If// \ / ♦ \ \ / eRlLx/wuL ♦♦\ ,\RIP \\n \\\ \ II R I SDL\\\\ MP RAP _ IA// 11 M / /M / / / ! I l c I G-1 a G" ` THOMAS HOOVER ENGINEERING, LLC I ', \ I� ! / 4 / / P .p a o- `\������♦ P.O. BOX 18o6 KELLlR, TEXAS 11214 817) 913-1350 PHONE n �ori�q 16J1 ILJI T.B. P. E. FIRM REGISTRATION NO. 006009 SLAPPY'S EXPRESS CARWASH 5235 BRYANT IRVIN ED. - _ 62493 L(F RAT, WORTH BLACK 1TAARRANTOF IVI COUNTY. TX 76132 P.ADDITION "w., , 1.703 acRRs S/4'53'50'�A' .--• (Pyyi-PL-as�sFa'-wf 1/z IRF TEscoT 74,161 S.FEc+xa ., JA30¢s/ \ _J �s7 xTAna/ R•a• SILT �Na TTQ,. PB 1B0 9 RjT40(00' (PUT-w BS'30'2B' w) STORM WATER POLLUTION PREVENTION PLAN ebelow. D OR _ _ _ _ _ _ _ _ _ N 89bEM.TFIAC'30'58" W 606.07' I 2-4. Ho Callen". roale. /6N 14'16/00" 1 —E I - LclaD. — 1 A23.5y' a1 / lwI�,C�,S os•I 1- 2 Bw BN 1'04156" / / I / E ��l �^ S/ ! M1 M�i� fix• ' 1� 9 s90 y/ i i / '1 a kfii `�F 1 1 / 1.1 1J x gnN,/F// !! / --� / \\\\\ wl/� eRiss• / II / c° saU / /l Qa 1 pv, I \ 4 11 \\ COMPORT FILTER SOCK DETAIL sx.u�omwmr.warui •% x�.�s.....mx..,xRxoxx COMPOST FILTER SOCK NOTES : �'1 xDxO�F---O_N- _ xwwxwx �io LLE0. DNOP�DE ♦x siax[ I. �Wsuwaxrrtxc GEo1Fxn1ElwceAuxER �� DM , T DRwwTE��D = s MN.DInN N e x N �Mn��� � SILT FENCE DETAIL CONSTRUCTION[f1TRANCE DETAIL J; �xmrrnn wln CONCRETE WASHOUT AREA DETAIL S�eor,r�l pg.......' B E483 4�ra'�.iiw4'= %J �_AIEVI RRED DEIENDON POND ® RE ON ONS No. RLYIRIGIONS/ SUBMISSIONS Dale THOMAS HOOVER ENGINEERING, LLC P.O. BOX 1808 KELLER, TEXAS 76244 817 913-1350 PHONE .B..E. FIRM REGISTRATION NO. 006009 SLAPPY'S EXPRESS CARWASH 5235 BRYANT IRVIN RD. FORT NORTH, TARRANT COUNTY, TX 76132 LOT 1, BLOCK 1 OF HAWKINS PLAZA AODMON 1.703 ACRES 74,161 S.F. 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E,asse. <�.woxnlla F, O.ro Ip I I2�f�'"� waxy svvl@ uk s<de r=zo•-a• I Q U oPo En5� W z€ a <o X �3 LU N V) N O d a ♦ b l Y � f rq P°] Sheet Title: LANDSCAPE PLAN Sheet Number L1.01 �� e,E�o " �YCAf1R�8�9a tea_' P�aN ocTaLa s ,_.W.%78u� g ( T) EE PLANTING 2 SNRUB PLANTING OSTEETEE tl ''G DETAIL I w,ww, �LOX4 SHRUB SPACING AND PLANTING AT B.O.C. aµn i,woa„wEaw� FOMPOSED GRANITE I I1-R ROCK rq P2 ly Sheet Title: LANDSCAPE SPECS AND DETAILS Sheet Number L1.02 �Q ---- ---------- II ----------------------------------------------------------------- i --- =I ------------------------- ------ ----- BRYANT IRVIN ROAD --_______: --------(CONCRETE) (120' R O.W) nwwawrvms.m,,sawmx ` x.lxe.xm�BrBwrvEn,, �.. — ---- — ——eBwxewm, I — mr— ------------------ --, —-- — — — — 1,6' 28r8 1. 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No — Call before you dig. IlaRlennoN �ECExo °�a«,reua esm° °c°x° s.raux °x nx . x wxmum,.x°a°sme°xu+muua°.a °uxammxasxur eaw.,au.a°°a vnros CRIPfI°x xxEx r°xw�°x sv�i6.aa°ro,.rx�raa x°x.ax as°awa.ama (A n. ...ro.r_�,xaw.�x r„a¢a aaxa°aa °.,smssm�s,x°.mw.a u«xss°,xwu=<xx««s,.xnxxw,x.xs a<, x°a.,xa °x°axasswaxmom s.,xs ffnsx.. «xxw,.,°x ,.,xs «<,n°n Sheet Title: N x°anwx..rva w°,«wwox,«aw..a.x,v.a.°°a°amw..waw�a.°.w.w,°xava,a.axm� seowxa. sa IRRIGATION I e x,x°,E «x,xw,v.,.. x°max im I m.xm�.xw,° ��x.oar.x a<xx�.<,w=°..ax°wx awaxaea«wx,x.m°a.xa<a xxa,x°xa,a°awa <a xg°nxma°°x PLAN I „ass«n«°,sx,s u. xµ.sx I s. °nxss.s.« .a a.s a gaf asnss nasx,m.axsa,sF,sasx as ,mr.n w ® wxc°xm°au rEu p<^ xumEx xz,o xFeo 1D&8a za GRAPHIC SCALE 51,eet Number °� � s°da,pzx•.a L2.O1 R PONUP SPRAY -OR P01-P Aaim` 1111 MR, ...................... ............. _,;_7-ERPROOF _'T.P .1 R- I LRa RPET-E [INT11 11 P-GRADEATAD P =.1 IP T "P L e R 111AIIN IALI:., "X L ___ _ _pL'. .R =17RA IN. M P HDL �ayaPo A= R=;�-H A-- -.1 -RP FAE--PScox- ..R�-AUAUU PT LA -le NEMT.1.01M.N NNINEI -DR1 UNE --.V1ON �RIPUNE 1P--T.PRNA.-.MBEC..N.C-. REX-L 4R. EIe Mh < 'T ry 14 1 �O R�� N41 T R _e A. x o ' LLJ F- -LE To S"M N11 `E L YA_ No iO CON -ER WfS01-AR SY14C S-M < U) r.< --A-_ _Ai_ 7' 11H =Yw�INE -NI Ile E 1�- 11M�N -H L. A -A-T:,- NT.RAiA -PIE N4 '2-.Ll�l N.-4 APE _T X2=T "TZN% =E.AFT.�, B UMP" H.Z �TNMW.E P. Y Ye E_ Te-T. %NEI=RNA��E-LER ,E A O--PNRILLI NI-1111 III -11111IR-A-111 .R___ WC SMEVES-ARIIfP4ANDWRiNGTREN-NG — Nxmely NSR A- T-PER=,.U. "A HI N.RRS 1E-E.RA I'=L a . Sheet Title: S-ONYEW �IYRTTH�:��e E IRRIGATION ---E-1 �- -1- D"" ONTO Uy SPECS AND =..ER E OFPRQA� BA, DETAILS R Y Sheet Number L2.02 w� aw�vx rar 4 a. ��a.<r.ox xn xuspiee.reco Pc,�o.r�rf so �aR�uL xxxxurra awxa eu:.b Am.o..*u ISW(GVCtamac��U UNIfSrzo Mls 11—Nesuit—U I�i I w<n ux roe .wr ux u,x.� n.�x�r owudr r..we 1 I F�1 I 1 xI noo I sssa/aw. I 1 I ICI nW wr SWwI FMrI i I to- �1 o. z��a aB�B� 0`s W u o ems e a s o m o� T] x z 5 '/ 3 0 uo0 of w�u0 nr w u uo me sre6OnX oo sn Mare srs Ixnizo zx s E curl sus3 ou uxooWncs Ia wPonxe Dsmx /MYnRMn fee•I esolN.UxrxAcnOxFourn6*oNEUrtnr udxn � axl Is sncmtxRxso RW1/2 MASONRY WALL W/ SURCHARGE RW1/1 MASONRY WALL W/ 6V:1 H BATTER toes= RW1/3 WALL SECTION W/ FENCE POST RW1/4 TYPICAL PLAN VIEW AT CORNER 2. Gea«bnl<II Report Firm: GEOTECHNICAL8CIVIL CONSULTING, INC. P.j.dN. 54 ..f:1 August 11.2022 3. Gem«hnical Crlleda gearing on Still Natural Undi.Wrbed Clayey Sat or Compacfd and Teatd Soils Allowable Bearing: 1500 psf, minimum bearing on cttnp«tetl Intl ho-I fills or untlisWrb.tl cut 30M p.f bearrg oI-d r«k cut at base of ref kG wall) nt of Fd—between Base of Wall Intl Boll.0.30 for sass and O60 for rode 111 .11 Soil Parameters. Backfill Sall - N.—I Clays or FIII Sall. Base SoilP ooh,re' Sall at To. -natural, Undl.luTed ar Fill Soils The b-11 ,it angle of iMemal Medan. —to above is a composice... a Infmal sonry Slone Weight: Wal vases from 135 pab 145 Da Masonry Slone Slze VadeabeMwan4--typica1 mesa zone matdal: Cceanf«dre 9 greval or dunned alone renging tram V to DMtage zone istl gi—to alleviate hyd—li,Dres—It dre back atb.—Whig wall Intl Is net tended for concenoatetl pelnl loads. The soi<aD overiM1e tlranage zone is integral in Ne design to reduce water wnoRttlre back of Me wall mesa Melnfin positive dminaga overwall cap DMiregazonafilt ho— INIrefi14DNaapprovad«ual. Portland CII—t Mortar fro Retaining Well Conatw 11 The P—ld cement moral used for ob.1 wn othe above grade Do hon of tlf masonry stone retaining wells shall be p.d.d—the followllg pmpmtlorw per cubic y ld of condele. The PaNand cement supplier ..It provNe•bath hckas• clearlymtlic I,i III. Me approprieR amounl of materials are pro Mil—c—II. mixer Wck load The bath 0ticet.lall cfatly lMmat gle amounl betcM1ed, the date, the p,oi. name and shall DB provided to DidSaveM, LLC. Mr review, doamenftion, Intl file Coolant Amount par cubic yaa Type F Fly A.h: lb, Aggregate (.antll: 3,250 lbs. Potable Wacer 235 lbs. Type i Eu PO Cement 376 lbs. AdmixNre Eucon 100: 40 oz. averege Candela reta may ba used at Ma dl.dabn of m. masonry wallcrnbac 1 Please not that the above gopoNolls will provide a P .d cement mortar witha compressive mrengIh of about fc=2000 psi. DidSavars,LLC. does not require any mncrete fsMq provided the above propodiona Ira vadfiad by way ante "Mich ticket' ono o... Reviews Oid6avers. LLC. shall be m d kr wnslMaion review amasonry wall. 6. RHalning Well Design Constraint Retaining walls should oat here solid fence placed on top a.11 other than that shown on these plans. Refining walls shall Iol have adtllb—I surcharge placed above the wall-.r Nan Mat. —I an these plan. Rafinfg walls shall not have Mo at base or top ofwall Mat exceeds that whichis It. an these plarn. Th.refining walls notd above require ap«isl design. Bui g.... for pads assumed to ba 20' Minor vanelwns in the cOnamcllon of the etalning walls from these do t, h,by be..pttl It Ma dlscreticn of the design engineer. i���1- �1� ♦tu�17�11%��1. »ice RW1/5 TYPICAL PLAN VIEW AT BASE L 444 Mex.11.xm.kw, 0FMS4. O..zon RETAINING WALL DETAILS AND NOTES RW 1 17 JIF D-RED RW211 FREESTANDING POND WALL SECTION I IT A I I Fl_ xM _',T' :f u, 11IT- RW212 MASONRY WALL AT DRAINAGE AREA RW2/3 MASONRY WALL W/ RCP STUBOUT RW214 RCP PIPE STUBOUT ELEVATION TIERED WALL SECTION RW2/5 (CONTRACTOR DESIGNATION 3A & 1M) U) _j < 0 Z < F-- 0, Lu z X LU �2z 0;- LLJ cf) I LU 0- a- D a- U) U) RETAINING WALL DETAILS AND NOTES =11 1= - - 1-2.3 RW2 xwxn �I���b�o. o �xxus u.w w. I xsm w% I I I zo n r o x r s °' uoss.cry cniTcnw '� s o x s I xsm�r uaae. I aRa.. wx. zaaeeF �a>�..� wao:r F ��zwx. RW3/1 MASONRY WALL W/ EXCESSIVE BASE SLOPE u - lo[sicx ev,no�.usxoovexewweenixe O use scxeoute awtrz-rvvrcu a�:IN ervnexw�FlxeuxesuxcNavice � Vs VS RW3/2 MASONRY WALL SITE PLAN Q U) Q >Q Ur VJ 33 z_ V �zo Z LU Fp O Y W z ol W as W C_n m L1J N of n Q U) J U) ♦P E,„ �.�.�T, eFMSf RETAINING WALL DETAILS AND NOTES I.xx RW3xo>,�3 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN FOR WET POND Lot 1, Block 1 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 the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond 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. 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. 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. Maintenance of Public and Private Storm Lines Private storm drain lines as identified on the construction plans shall be the landowner and association, its successors and assigns identified in the storm water facility maintenance agreement. In order to provide for maintenance of public storm drain lines adjacent to ponds or City requested dewatering of pond, the pond water surface elevation will be drawn down below the storm drain pipe flow line elevation at the pond outfall by the landowner and association, its successors and assigns. The landowner and association, its successors and assigns shall be provided notice 72 hours in advance of the intended maintenance and will be required within to draw down the pond to a level suitable to allow the City, its authorized agents and employees, the ability to access, clean, and flush public storm drain lines. In the event the landowner and association, its successors and assigns fail to draw down the pond water surface elevation to a suitable elevation at the time of the prescribed maintenance or in the event of an emergency, the City, its authorized agents and employees, may enter upon the STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11 /17/2016 facility property and take whatever steps necessary to draw the pond water surface elevation and maintain the public storm drain lines and to charge the costs of such activities to the landowner, its successors and assigns. The City is not responsible for raising the water surface elevation in the pond after maintenance. 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. • 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 2 Rev. 11 /17/2016 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 Overflow Weir is unobstructed Location of Erosion Water Level relative to Overflow MAJOR INSPECTIONS Condition of Rip - Rap Location of erosion Condition of Aeration Foundation Condition of Well and Well Pump Exhibit Pipes discharging into pond are free of debris and silt REPAIRS REPAIRS DATE NOTES REQUIRED MADE STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 11 /17/2016