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HomeMy WebLinkAboutContract 58349-A1Date Received: 3/27/2023 Permit No.: SWFMA-23-0016 Time Received: 9:35 a.m. City Secretary No.: 58349-A1 AMENDMENT TO CITY SECRETARY CONTRACT NO. 58349 STORMWATER FACILITY MAINTENANCE AGREEMENT This AMENDMENT TO CITY SECRETARY CONTRACT NO. 58349, 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 Shammy's Beach St.. LLC "Landowner", acting herein by and through its duly authorized representative Jon Young as Authorized Signatory RECITALS WHEREAS, the City of Fort Worth ("City") and Shammy's Beach St, LLC made and entered into City Secretary Contract No. 58349 (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. D222264163 which is one and the same as City Secretary Contract 58349. 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 "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; Revised 03/0112022 BN OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 1 of 4 1. 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. EXECUTED on this the 27th day of March ,2023. REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK Revised 03/01/2022 BN Page 2 of 4 CITY: b B a%2 Dana Burghdoff (rr24,20/S16:41CDT) Dana Burghdoff, Assistant City Manager City of Fort Worth Date: Mar 24, 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Mar 24, 2023 ATTEST: Ads Jannette Goodall, City Secretary City of Fort Worth Date: Mar 27, 2023 Revised 03/01/2022 BN p6vvnp 4 9 40 fri _ ° 9=a a fa45g4o LANDOWNER: Shamms Bach St., LLC a Texed liability company By: Jon Y Its: Autlio Date: ung i d Signatory 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. 1/1. Rebecca Diane Owen (Mar 24, 2023 09:40 CDT) Rebecca Owen, Planning Manager Development Services Date: Mar 24, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 3 of 4 STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on Mach L-1 /OM by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. %`"rP'�.,, BROOKE BONNELL _$; c.S Notary Public, State of Texas ' :, '? Comm. Expires 10-11-2026 '"./7, .. Notary ID 134009526 LANDOWNER: STATE OF COUNTY OFc-(a , State of Texas Notary Pu lic BEFORE ME, the undersigned authority, a Notary Public in and for the State of a , on this day personally appeared (Q,(d4/1 . (name of executor) , cipyi fi --Az/L (title of executor), kno to e to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she e ecuted the same for the purposes and consideration therein expressed, as the act and deed of M (Landowner's name), and in the capacity therein stated. U 0 GIVEN UNDER MY HAND AND SEAL OF OFFICE thisoj) day of P'f(/A (,G-N , 2Oa 3. "Y11 P,��.j jDUSTY HALEY .U° _49: :Notary Public, State of Texas _ :A.4?Comm, Expires 01-23-2025 oNotary ID 11934892 • Notary Public, Sta Revised 03/01/2022 BN Page 4 of 4 EXHIBIT "B-1" DESIGN PLAN AND SPECIFICATIONS EXHIBIT "B-1" EASEMENT DESCRIPTION Being a 0.0560 acre tract of land situated in the Franklin Woods Survey, Abstract No, 1624, City of Fort Worth, Tarrant County, Texas, being part of Lot 2R, Block 1, Lee Subdivision Addition, an addition to the City of Fort Worth, Tarrant County, Texas, according to the Plat thereof recorded in Document Number D218010142 of the Official Public Records, Tarrant County, Texas, (O.P.R.T.C.T.), as conveyed to Shammy's Beach St, LLC, by Special Warranty Deed, recorded In Document Number D222217462, (O.P.R.T.C.T.) and being more particularly described as follows: COMMENCING at a 3/4 inch iron rod (Controlling Monument (CM)) found on the common southwesterly corner of said Lot 2R, and an ell corner of Sylvania Park, a tract of land conveyed to the City of Fort Worth (recording information not found); THENCE North 89 degrees 25 minutes 07 seconds East, along the common southerly line of said Lot 2R and a northerly line of said Sylvania Park, a distance of 24.00 feet to a point for corner on the common southerly line of said Lot 2R, and the northerly line of Lot 1-R, Block 1, Corbell Addition, an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Volume 388-164, Slide 11 (O.P.R.T.C.T.); THENCE departing the aforesaid common line, and being over, under and across said Lot 2R, the following seventeen (17) calls; 1) North 00 degrees 34 minutes 53 seconds West, a distance of 47.47 feet to the POINT OF BEGINNING, said point also being the beginning of a curve to the left, having a central angle of 02 degrees 43 minutes 41 seconds, a radius of 45.25 feet and being subtended by a chord bearing of North 68 degrees 11 minutes 56 seconds West, a chord distance of 2.15 feet; 2) Continuing in northwesterly direction, an arc distance of 2,15 feet to a point for corner, said point being the beginning of a reverse curve to the right, having a central angle of 69 degrees 17 minutes 26 seconds, a radius of 24.75 feet and being subtended by a chord bearing of North 34 degrees 55 minutes 03 seconds West, a chord distance of 28.14 feet; 3)Continuing in northwesterly direction, an arc distance of 29.93 feet to a point for corner; 4)North 00 degrees 16 minutes 20 seconds West, a distance of 21.76 feet to a point for corner, said point being the beginning of a curve to the right, having a central angle of 69 degrees 29 minutes 18 seconds, a radius of 24.75 feet and being subtended by a chord bearing of North 34 degrees 28 minutes 19 seconds East, a chord distance of 28.21 feet; 5) Continuing in northeasterly direction, an arc distance of 30,02 feet to a point for corner; 6)North 69 degrees 12 minutes 57 seconds East, a distance of 165.91 feet to a point for corner, said point being the beginning of a curve to the right, having a central angle of 40 degrees 33 minutes 39 seconds, a radius of 34.75 feet and being subtended by a chord bearing of North 89 degrees 29 minutes 47 seconds East, a chord distance of 24.09 feet; 7)Continuing in northeasterly direction, an arc distance of 24.60 feet to a point for corner; 8)South 70 degrees 13 minutes 24 seconds East, a distance of 10.41 feet to a point for corner; 9) South 19 degrees 46 minutes 36 seconds West, a distance of 9.00 feet to a point for corner; WALL MAINTENANCE EASEMENT lorkii A PORTION OF LOT 2R, BLOCK 1 LEE SUBDIVISION ADDITION FRANKLIN WOODS SURVEY, ABSTRACT NO. 1624 CITY OF FT. WORTH, TARRANT COUNTY, TEXAS JOB No, TR-70.2-21 DATE: SEPTEMBER 26, 2022 SCALE: 1 "=50' IDRAWN BY: CC CHECKED BY: MAN SHEET 1 OF 4 CHASE CRAWFOFD TEXAS RPLS NO. 6913 Surveying Consfixon Staling I Palling 14200 Midway Road, Suite 130 Dallas, TX 75244 T: 469.784.9321 W: TraverseLandSurveying.com Texas Firm No. 10194631 EXHIBIT " B-1" 10) North 70 degrees 13 minutes 24 seconds West, a distance of 10.41 feet to a point for corner, said point being the beginning of a curve to the left, having a central angle of 40 degrees 33 minutes 39 seconds, a radius of 25.75 feet and being subtended by a chord bearing of South 89 degrees 29 minutes 47 seconds West, a chord distance of 17,85 feet; 11) Continuing in southwesterly direction, an arc distance of 18.23 feet to a point for corner; 12) South 69 degrees 12 minutes 57 seconds West, a distance of 165,91 feet to a point for corner, said point being the beginning of a curve to the left, having a central angle of 69 degrees 29 minutes 18 seconds, a radius of 15.75 feet and being subtended by a chord bearing of South 34 degrees 28 minutes 19 seconds West, a chord distance of 17.95 feet; 13) Continuing in southwesterly direction, an arc distance of 19.10 feet to a point for corner; 14) South 00 degrees 16 minutes 20 seconds East, a distance of 21,76 feet to a point for corner, said point being the beginning of a curve to the left, having a central angle of 69 degrees 17 minutes 26 seconds, a radius of 15.75 feet and being subtended by a chord bearing of South 34 degrees 55 minutes 03 seconds East, a chord distance of 17.91 feet; 15) Continuing in southeasterly direction, an arc distance of 19.05 feet to a point for corner, said point being the beginning of a reverse curve to the right, having a central angle of 02 degrees 31 minutes 04 seconds, a radius of 54.25 feet and being subtended by a chord bearing of South 68 degrees 18 minutes 14 seconds East, a chord distance of 2.38 feet; 16) Continuing in southeasterly direction, an arc distance of 2.38 feet to a point for corner; 17) South 21 degrees 53 minutes 56 seconds West, a distance of 9.01 feet to the POINT OF BEGINNING and containing 0.0560 acres of land (2,437 square feet), more or less. WALL MAINTENANCE EASEMENT A PORTION OF LOT 2R, BLOCK 1 LEE SUBDIVISION ADDITION FRANKLIN WOODS SURVEY, ABSTRACT NO. 1624 CITY OF FT. WORTH, TARRANT COUNTY, TEXAS JOB No. TR-70.2-21 DATE: SEPTEMBER 26, 2022 SCALE: 1"=50' DRAWN BY: CC CHECKED BY: MAN SHEET 2 OF 4 CHASE CRAWFO"D TEXAS RPLS NO. 6913 Surveying I Construction Staking I Plating 14200 Midway Road, Suite 130 Dallas, TX 75244 T: 469,784.9321 W: TraverselandSurveying.com Texas Firm No. 10194631 EXHIBIT "B-1" 1/2" IRON ROD FOUND (CM) SYLVANIA PARK CITY OF FORT WORTH L3 POINT OF COMMENCING 3/4" IRON ROD FOUND (CM) FLOODWAY EASEMENT INST. NO. 0218010142 O.P.R.TC.T. 10' UTILITY EASEMENT INST. NO. 0218010142 O.P.R.T.C.T. ,A ,..0 ix Ariffrif eo r/ (11 ...rii, ,e• L8 I ct POINT OF I BEGINNING J l�. 1 ' i FRANKLIN WOODS f 6RVEY ABSTRACT DRAINAGE EASEMENT VOL. 700e, PG. 625 O.P.R.T.C.T. C4 11/144. 111101, '6 9' WIDE WALL MAINTENANCE EASEMENT 0.0560 ACRES (2,437 SQ. FT.) h LOT 2R, BLOCK 1 LEE SUBDIVISION ADDITION DOCUMENT NO. D218010142 O.P.R.T.C.T. SHAMMY'S BEACH ST, LLC DOC. NO. 0222217462 O.P.R.T.C.T. 2,027 ACRES 88,292 SQ. FT. 5/8" IRON ROD W/CAP (TRAVERSE LS PROP COR) FOUND (CM) S 0078.03"E - 350.86' 5/8" IRON ROO FOUND (CM) S 89'25'07"W — 251.72' LOT 1-R, BLOCK 1 CORBELL ADDITION VOL. 388-164, SLIDE 11 O.P.R.T.C.T. The Basis of Bearings is from the Texas State Plane Coordinate System, NAD83, North Central Zone as derived from GPS observations using the Allterra RTK Network and adjusted to surface using a surface scale factor of 1.00012. WALL MAINTENANCE EASEMENT A PORTION OF LOT 2R, BLOCK 1 LEE SUBDIVISION ADDITION FRANKLIN WOODS SURVEY, ABSTRACT NO. 1624 CITY OF FT. WORTH, TARRANT COUNTY, TEXAS JOB No. TR-70.2-21 DATE: SEPTEMBER 26, 2022 SCALE: 1"=50' DRAWN BY: CC CHECKED BY: MAN SHEET 3 OF 4 okvi CHASE CRAWFORD CHASECRAWFOR TEXAS RPLS NO. 6913 (VARIABLE WIDTH R1G-{T--Or-WAY) 50 25 0 50 SCALE IN FEET ERSE LAN 5 R EYINS LLC Surveying I Constructon Dialing i Pl n9 14200 Midway Road, Suite 130 Dallas, TX 75244 T: 469.784.9321 W: TraverseLandSurveying.00m Texas Firm No. 10194631 EXHIBIT "B-1" LINE TABLE No. Bearing Distance, L1 N 89'25'07" E 24.00' L2 N 00'34'53" W 47,47' L3 N 00'16'20" W 21,76' L4 S 70'13'24" E 10.41' L5 S 19'46'36" W 9.00' L6 N 70'13'24" W 10.41' L7 5 00'16'20" E 21.76' L8 S 21'53'56" W 9.01' CURVE TABLE Curve No. Delta Radius Length Cl 02'43'41" 45.25' 2.15' C2 69' 17' 26" 24.75' 29.93' C3 69' 29' 18" 24.75' 30.02' C4 40'33'39" 34.75' 24.60' C5 40'33'39" 25.75' 18.23' C6 69'29'18" 15.75' 19.10' C7 69'17'26" 15.75' 19.05' C8 02'31'04" 54.25' 2.38' WALL MAINTENANCE EASEMENT A PORTION OF LOT 2R, BLOCK 1 LEE SUBDIVISION ADDITION FRANKLIN WOODS SURVEY, ABSTRACT NO. 1624 CITY OF FT. WORTH, TARRANT COUNTY, TEXAS JOB No. TR-70.2-21 DATE: SEPTEMBER 26, 2022 SCALE: 1 "=50' DRAWN BY; CC CHECKED BY: MAN SHEET 4 OF 4 Chord Bearing N 68'11'56"W N 34'55'03"W N 34'28'19"E N 89'29'47"E S 89'29'47"W S 34'28'19"W S 34'55'03"E S 68'18'14"E ct CHASE CRAWFORD 'O 6913 « DFESSo9 QSi.n i,' CHASE CRAWFORD TEXAS RPLS NO, 6913 Chord 2,15' 28.14' 28.21' 24.09' 17.85' 17.95' 17.91' 2.38' ERSE LAND SUR EY1AS WE Surveying I Construction Sfaldng I Platting 14200 Midway Road. Suite 130 Dallas, TX 75244 T: 469.754.9321 W: TraverseiandSurveying.corn Texas Firm No. 10194631 EXHIBIT "B-1." P! fi Zg 4 11:41 W. BEACH ST. NARrreLE WIDTH MOW -OF -WAY) oothA „1-05 ,rap. OF4 ,Z5EN .S$ 4., W 0516.201,5 ' 352.33' — —x— — — 7 f ZZI * EIBEIR.800C1.-45SPIN 9 : 1, rf; a, I I 7,71 geell at.,, p 01111111illwww11111N 40!14111/15ala le„, k g 6 EXHIBIT 33-1 / OL ENE, 1,05.1.0, ..01 NUE 0C1,11,1.-101(,., .0MS, t.t INILT1 0ECF55 DSELIE, T.Thi rs—h7h-hT. ',Ft, j hh' N 89-45'14" '.,......; , / ••1 . .. ... • - •.. ...., ,/, - • , 1 . - -I,- -,--•., . , ....-, . , - / ----' - --''.,----•--,- --1,--.:..t. . • . . . L. ., •• , .,--....5: ,75:7---h,..,2'hhh,hhhhht0,11'.''•,. 'I. • • 'I :.-I':. ;.'-.- ' . ../ '',44:'' ' CENEP ,55.01,0-,5sTE .... r f COT.HOTOKEA • :cc,/ / = - .-• - 1.28 r";;,..5 • w PET.INO WALL OF WU NEGI-T. ELY P.CFC/0 ARCA PLANO - ; A ----- ' I i.•?- • - I t • [ - I "It 1),FOROP.S.AutCUT ONE I I F I I 1 I 1 11 1 I / I , 0-` „ OAM I ----------- - - , -(11,14,11 fl IVC,11-1 11.w..111 ham. Can 1.1.,/1/11,111- EXISTING LEGEND • WA: ▪ env kam... •UP wtA Pot 13 POST -DRAINAGE LEGEND COST.. MINOR COATOuRS DOST104 MAJOR CONTOURS— — — MANOR CCNTOufes ▪ .5000(OURS CATAINC,H niSIM MI. PONT DITAJNAC.E...SEA HO. .1.1.1,1G,111-.1 ACREAGE ORAINADEFLOWCIRMTION nab. UM la logo C h'hhrION.En I I 101,1 •Ourp0511:010.0012504..Orrdreln0r gar,. •TOOrnpairte Rune 0.00.1d0or for Mal tirelone ores NO. DATE OB-.0-22 2 00-20-22 01-65-23 4 01-2C-23 5 02-1J-25 . . DESCRIPTON lai SwF,. SUBMITTAL 2n.74 244244 SUBMITTAL BUILDIgC PERMIT REWSION UPDATED BUILDING FOOTPRINT 504,44 AMENUDAENT VICINITY MAP FLOOD PLAN NOTE A PORTION OF ru: Ez8VOT P.PEATI Suu0.1,1 NO0E01. LIES ,ATNIr.1 ZONE 1.7. BASE FLOOD O.SvATIONS OETERMINECI, VA, A DETE...INCP SASE FLOM ELEvATION FrETA. SEN SUL. AND CAB, THE REST LIES 0,15H1.0 ZO0LE AREAS OF CIA ANNUTNC1.4...E .00111, QF 1. ANNUAL C.H0ACE OF SL000 VATH AVERAGE OF_PTHE OF LEM T0.11 FOOT OR 001550 CRAM. ACE. LE. TN. I Sum, PALE AMORE.. TO THE FLOOD 110SURAA,E ATo 441p., 02.1,11.1,11.1.1.1.111.1.1.01111, 07ED 1.1.1611,1010 00ST °WALE C rant., I teNt I C .17.1” '70 45 1 n I 2 n r1,1l rrl '0"117 "j11 '11% 050 1 021 1 CLIO_IC0U4C1m0101.10501...0107B0001.0.00T0 Cars= kon I I-477 1150.0151,10INESULLTOROOTTUESTFORATOWITinlat .3 1 050 1 sal 1 .COLLEGFEDIU.SITEGRATE.C..,.,1100.101,5101.0.10 0.0. I 021 I LEN IVRY SCISCHAVOITTOSELY CANTSITHIEST FORINSIOCIT MYR LIT mr.SITTCLONISS.011,002...0.1100 Fr. 'h. ." NOUN ORTIRSJAMI OEM. OTAINETOVESI 70010007 1 1 0.00 1 1 .....277.01,10101.0LETANDIKHCSAUSTOAnYCHORT I 0-.0 1 oPM 1 911 1 UP,. rOU.ICSA.LNETLIAMT OM= TON.. FOISEISINTY ANTS 1 '" I I '" I IntECIELOSHOSTLYAVIAPAPNISHITIFAIS) 614 L.: n n n n HY X X 01 741 : I 01/05/202.3 .1 C11 SHECT FLOWTOA0TENSIST PUSS! 0.11 , 42.1 I AAA COLL0C7EDIUSETWVITH90HCH.EWOJALLT SWIM 9.21 t 920 ITEST FORS TISKIT rI2 POST -DRAINAGE PLAN SHAMMYS CAR WASH 1025 WEST...U.0Sr! CITY000ORTIVOIT111 TARRANT COLN,. TEXAS LEE 31.16011.02110HASOMON •LOT 211, 0LO0N1 TIE DANGLE ENGINEERING= Otarflrfl ow Et0+,.ito i==rof , WE sc.0. PET.CT RC. USCT Nu. 000 161-14-23 0.. C-5.0 101 P.E.01112011625 ;N BEACH SF. _ �' I l a g A (VARIAE3LC WIDTH RIGHT -Of -WAY) / '' / / / E , I / N p !• ice' ��i�� Vg1`t 9 565 565 555 550 • CROSS SECT€ON A -A N.T.S 11 555 565 550 560 555 555 550 556 �� Rwoseosuc¢Rsroli !"_ awP,ss�nr%aoPuW O• IL. RAIL nEewre= 8 i • EXHIBIT B-1 S 82 25'0 It A1,1 Ir. aLe rtn[+: CONCRETE... ADRL'Lq4GRAIL qAM OPA.OS OD. CROSS SECTION B-B N.T.S 565 565 550 550 555 555 550 556 um — '2 rGCNLR fi ET Of RETAINING CROSS SECTION C-C N.T.S 565 R6.aSm Nxiusyeu; �.sAwcuruxc LOTTED CRAIN 1•LITO u,nv r,��r,; nnTrr II neEksEN/Lfr // s UI 1.1 11 565 ,( RaFA qa oRur I 560 565 555 555 ircolv:RRTOP N AVING F gWARD AIL uR `cRAcsAREA 550 555 - 550 550 GROSS SECTION D-0 N.T.S rtmOi EXISTING LEGEND GRADING LEGEND VICINITY MAP UST. 0.. AIIou ancnnceeuRC0NrauRs w st-a5No coxroLas OTIOCWOOPS NrcuIS m 565 —HP—MP----TIP—nP STMA PIPE STM-T RSTuxun NALL 565 RIP RAP EKEECEEM RN.EVATION e8T.WF'F TOP OF CMS E3XV•TON 4.00 TO LOT TER EMOTION RCSSO 90EOA1X ROOM. N ItlfaID 555 TOP OF PA.NENT dPoVf:O RR'AnON CIPAINACP FLOW ITMEFTON INLETas 550 C0RBARv SEIAERMA,MOLE 1�3 sN ARY SEaER CL'-,ANOvr A509El0ER COUCLECLEANOJT 62 oculvx 15 WATE5 IRRIGATION MEfa SAMPLEu•ELL GI SANO'CIL iNSERGFP'OR 565 O O 51N0.0ILENTERGEP:O0 560 555 555 555 565 565 .NORETEPAVPG TOP OF RErnmmw wnu RFRARO,rs5 0550 EPPUN) sr0RM SEWER 565 565 555 555 .n bolaw. Cali Won you cup. PR000yn I•ITLOPIAST -RIORAP CROSS SECTION E 5 N.T.S NO. DATE OESORIPTION 1 58-10-22 tat VOW SLi6M11TAL 2 CS-28-22 2nd SWFA10. SUBLl1FTAL 3 01-05-23 BUILDING PERMIT REVISION 4 Ot-26-27 UPOAT.-'1c 8UIL0INc ED:3PRINT 5 02-13-23 SWEIAA AMENOEMENT cRA.aA115 555 BY ,0r/05/2025 566 CO OYETPPPAN RER P. ARCHPLA�' SCREEMNO•FO4CE CRASS AREA CROSS SECTION F.F N.T.S CROSS SECTION G-G N.T.S 555 565 555 550 565 565 555 550 555 CROSS SECTION PROFILE SHAMMY'S CAR WASH 102S WEST BEACH STREET Crre OF nRn1 TARRANT COUNTY. TEXAS LEESH60NI51oH AOONt5N-LOT ER, BLOCKI (ANGLE ENGINEERING !IC w euni.. o+o- 10. IM.[MLn,meme.:1•4,10 x.,rxrmn Flarrdlgl ClviEr } wI g I Cat, M r ,C WO. P46<Ci uh TO... TLP.£ FIRM a115J4 =.3iI81T6 ,11,11,71,.‘2.1, Lel I. M iTTIJ VI EXHIBIT B-1 SILT v V ' N 89.45.14"E SEE BNOGON CGTA.B.S. 250.52Y I "-• rp.m0IN.NiX.A.E(mBoTsr...10k. --xxx,examoNceNmsz 50x SILT FERCE. SEE EROGONDE,T.T. 1 ., _..,..,, "._ ....., •III / _......„____/ ____,_....r.2.....H4---;:.,:_::<;--...7:,_:,, , ---'71-,(--z-r-- ---.,--'_•-,vir.,:;::-;?/,;;7_, • .ee S 8S-25.07" W 251.72' • SEE ERGGON GETM. . iNISTOMG .11.1ORE'r.E.NmiceGal- 5- ;/..:,:::' ..".--.-- / e II 1`0,m1 EXISTING LEGEND mem,. ym, me new 1 menu mew meee0 erceerea O. en mem me memeto mum nem ma mem, menm /Mt nelmeet MeeMIX ANC PI NM M. mm,r meeT enom ime MAE kmel cmrele momeemr I EROSION CONTROL LEGEND l'INPOPeeiT ONSTRUCT.1.1 CIVRoeNCE Z*.mOmZ.ml:enZ, , TEmee0MeGT GONCPETEmmCHOLE ARLe Pcce:EX;c1 . RIP RAM 11:14:MEUEU1 'EROSION/ CONTROL GENERAL NOTES TiGemORnemelLT FINGE - , yy - I, cv.v5GIL pisruRfelecl nem, FALL...GAN AccommeNGNG ERcooN GGN71101., mum , HIGH POINT HP mle MP Hp-- " l',V;g,M74,17,VIVr`gt:MT.',:r.MI'Mr'''" LIMITS OF G1STUFERANGE 1 . 90h..STUREMIG ACTIATIES 6,111 OCCUR .10R TO THE Gm. AND TOAPORART3NLET 1,101.1.101.1 VICINITY MAP MARAEFMEMIZeGlIOE.01.16EMG eeLE, 4, Th4CcN,4A4trfl4HM4.44MPLVY.,fl4Th44ffV544QR4Wh154 mermen.E. PiETPD. 0.02.coftsrelicre. mERLur TaRnexpo Amy ormne sTAS2 epmeIR eau, RPGUIdaloms 1 THE GM ainu_MGINsmEcFELI am THE cONIMAcroR 4448 TEPREGENTellvE AFENIN,ANn AFT CR Ann emeloil groat& e4n.,11/ENT5J444AIRS To INEI.OGGN OONYNGL WAS.. FIGULG 45 emEEMNEEEED, ccaRieecTOR 90•LL vilOETATEK1.12.15,1.11.meuslemilmiltirtvrumON FlEtOTTINTE=1"="'=ITZN'eraller'VeLl'R'' Cr'e ROSION 6 SE01MrNT CONTROLS Y. ADEOLMTEmEASURES sN, BE-M..4T. I.,N6eGeT GxOstpN, DJ tett EvulY ; A 'MN'En'irENTatr:=1=1N7'N ,:..,.. \ • SOIL STMLIEATION PRACTICES. OR REEMI, SE., e rEmMdfinem, OR P • PERKANENT e. TaM0114n,TONE GIMMLUEDOONGINI,FlondamexcE.G.ini., lim, THE e, '3 ImS Awl:CAN-0 FOLLEM4,1131.011.1.1GIMENSIESS IMIGE X OYLER. C .e. GEEp, trs e. MULCHING I.MCIN GeNeVe M WOONNWireabfrreV,:1-11VGAC=X-17:GMMeGe GeGe, e BUFFER MN. AREA rOix GEBALE. ANG.IL N.... milom TO eaTING THE sr, 11 _L sex.. _B_ anommc - PIVESZRVATION PLAILJRAL EMOUREES _ Mei CHANNEL LM/ER - 11451500842EE4551 - SEeleeETIN7011111-eMeET - COMROST NM.eFeCIVRI71,01nOrt I _ EROSION COI.GROL MANX, PROMSAng CUT LINE TEePORARYCONSTAMCTIONDITReNCE I I I 1 1 I I 1 I TEMP014 tONLIBErEWASHOL7 AREA I11 ,11 I: Fel Im Y 22-Amert•BrrALST PROTECTION 117 SEE EIRCSION MAW 1 7mL 1 I 1.1 I I I vx, Xoevm mBel, EROSION CONTROL SUMMARY pe[NrEcTGEscfermicm sITG GRADING, GoNselmCnant or PuMeNc LOT. UNDERGROUND AND eGOMEGROUNG VEGGIES 00.57PUCTEON PMOPOSIZA SEQUENCE OE eCIMGCS. CONTR.TOR MALL THE PROJECT 14 n, CMGS OF PHASES OI0100IOLTHC ...GEC, THU. letiesES Wu_ GONGIST INGSALL .GBION COMP. Wog,. :AEON E.TomoRK 5445rAL2,rnwUflTUflth1544 4. INSTKL GTO.g SEW. xiN438U0 INLETS. 5. BEGIN SITE ONSTALL CURBS, DRIVEWAY ANCIPARMG LOT. T. POUR BUILDING FOUNIDATION PAO. B BEGIN VERTIC.111.11i01/. CONSTRLICEOPI. B. INSTALL TREES, .iiere. 5, ETC. ANO RESTORE AU DISTURREOvE6ETATION. II 111,0v, OF EMIT. VIOSIONLO...TMOL BmPS.I.INSTALLMININGF PaRmeNENT EROsION coluin.BmPs B211. DUG/RUING GSP.MBINO MCPMOTEG GALL INCLUDE em-1,MTGE, CU... a ORUDIGN0. GGAGING, TRGNomlaz PrIpeARAI7OM FOR M151,11-1.0 MeILFIEB. RVIAMIL PAG. PAM,. LOT. EROSION E SEGNIINI,TIOIe.e.10.eNDTORDOB,M7,11( FOR NNAL mUNTIM2 AND 22221M0 TOT, PROJECT AREe 2,41, <RES TOTAL OSSIGMEE0 AREA ...CP. NO. OATE 0ES55IPT101.1 28.-12-22 144 SWFLIA. SUBMITTAL 2 29-23-22 2114 SA42AA SUBMIITAL 3 01-25-23 BULDING 4ER107 REMSION 4 21-20-23 UPDATED 441122196 BODIPBENT 0 02-12-22 SWFMA AMENEEMENT BY Ale./2023 EROSION CONTROL PLAN SHAMMrS CAR WASH DANGLE 12.4004E1E3NQ LIG Mr/pIrmen' IMML ItrIIMW=1:=MMILAM/771,X113 15.*:63 I T.E. I Gm. Dor. I MIMEO NM I me I x ex-esxm em-,. I C.7.0 Tx. P.E.FIPM 0011525 LANDSCAPETAOULATIOkS. LOT i IA4uV [L"Mp;L?.Iu ��r.� IILG� w 15w1R� ory :ru1� x R�n�.AFw1/rr�,n,re�, AS. eu4 apF ns tee. PROVIDED 1 ion } 147. to)'u5A0.{ xrer. nTv PLANT MATERIAL SCHEDULE g oY N.';` urt£IX d ge" k62 un9p 14F oc roPror.n /ey.hah uy.m.ar h�bavry EXHIBIT B-1 SLIL sp a. 1sd. t•pen 'n4Elpreed E.A.mrind. [WA.,: YpnniSC.ah.rt rWNm>yumx. rYwc NOi el.. Only. .as, Cmmwrcmmne r.F a. In/ .nuu m pen Nn4pme e epeee minimums_ pert m.1m�WpvMvnwwmnrm Anwuroc N MR tom.. xpimmvenurnste pAtnin..me. SEAERA. LAWN MOTES SOUS SOONOTES I, CA. ARCM sc.Oc4 ..A1.. ..Vru[ArxswMl � [.« aI A.1,4PIR[nwi.[wiam1411. .. PIAPIANO.wOWEN NVAMa1 awrnwaF 311.11F xrrma0wx<mn NOMCNWm['AlAra rmua aiw aIMPAN ara+r .s.M.®.0 ITC9.1� Cr MGM MA9nEW11491NW41E .R.EC1 1nIx.LAINn¢lMANNNMRL WIG Iur nn4 wcrurwluvmnaasl[[amnaenu u4+mv D. ALUM MISC11,314E¢Iva Vn.YR r u..w19FWAIiwOR copinuitiuro ▪ n¢.Wob •51,15.40 PALF mDWAKCIMxr wfn:ex AAnmO vrtma4ur[[vnincnbs ▪ nmrA gnmla KORK, ..IMlwwan mrtuwOw[arAsm OAcrmO .11.49lm ♦ MEr1 cnrx AMf�AR0.0.NnG.npATMnc+Cs WHKERFm AvxxwurvttsmRsatPmL .41,61.41E1371111COM.112,171.0 Cr.. Mar N+Att.,Y,b Ord x [w[n 1¢ruRnur.,.. 1.T. PNLVRuno4M.a4.71.ARm2¢M11.19.NumV a r� L�AL��ui twattmJronssr mwrerr 31,71.34.311*[41113.4.64 1CP24'.M.I.VI I..7.YIA]AM' o.mm�mMum 1. umJwrnnµ LeA4.1lrn' M»M M1rA11FA¢iR¢ cmttructofts....vnam mslx aWFlwn¢1m ttP+2,01 WArm GV]InOAx0 NOWMunOlwo¢¢paa LANDSCAPE AWES Z. a▪ xmAnwxuxxAreruonrmumnowxw N¢nra 0 451COIC.C.oF.4. McF�.Ko'+•rCnlrtnrtaur 1uae • C.74.CImn N'J'oem[RPWOMa..1.E.E) wnrux um ma lunev xn+.Ta 619.11 N vmrAwrvsl[.aoaAWAY FRaMM[ rumor I.e.nMe.F�cwlnw orxramtcArere Aar. .mac TIn 54,114x14G0.F rnuwleorbPIAACI. oorAom1wru .nv mon uoonaw.wxT�.wall�vx uu• nuae wF.RFaMnawMw PERM.," 1x 1Fwnuu711.1..76.. NKft 1 MD Mnn1+, Mau42, • aAa.1.nM.manv[ P0.944,414wIttVM[RCT. 61 LANDSCAPE PLAN ®11. � MIMIC .nsCREEN eleiFer nu MAW FRro` oR, N,TEK.57. AL ER1n pI cRRls®sT OIW REFNREEN SPOT.pU Shammy's Carwash ISSUE: ulRmxaXF MEvYfe SNEEiNURMER: L.1 DESIGNBUILD CONSULTING SERVICES,„ P.O. Box 18.5”2 FORT Wenn.1.7% slmumaeoEsioninumocoNsuurrnio.nm-r EXHIBIT 13-1 r. woCU,LVE0T11119,..2.01,• • • [ -1,1\ -[, [ - [ 1-41141,1. V4.1. i{(ICIL, 171, .., 1 I A1pkvsITIA4S—id., REV/SONS or o/i3v2.3 R,sieva, WALLS z — 4 DRAWN BY:EVF CHEC K EV Y. TAP 0,0=0 PreTrow,J.I. ...CUT LAE INVgn=[:= .pnbAd Sences. ?ens Repave feignearberm aul .1-meri, en ibe,rna, en Inv, 31, KrEv w/rAl SHAMMY'S CAR WASH FORT WORTH, TEXAS WALL LOCAT/ONS JOEV CM-22-.0101 CATE: 01/27/2J SHEET: I OF 4 H HEI HT WA! TYPT — I Fyn_ C1.11PF FirHIVF1 YVA.3 ;55 'sr IVF nxA9 OAQ AT a.AST ? n FT REpreen YVAI Aeldl Boa• WI. 0 , olo• [PIA E c•In.ue• el ...F., e 5 5 5 x r _13 1A0/100.6 =r1141010.01.Pr.Sm4P: 1911.015 caalaaa sae, tlau, aca 12001 ••.700.7.06070001-60, 0011.4.0.1.10,0 POP,43.7 .1.1.[OPADE NM 6' TaaaSCT:at 1.00:40. 11.1E law.= acmaAcap MTH A PLASM, NOD TYPICAJ MASONRY CRAVITY WM I SECTION SCALE NONE MAIN LIMIA00:1 : a• raw 11.0601:0 r C DSSMNBUILD CONSULTING SERVICES„c BOK E,51, Z Paarr Wparam, TX IDcsaLD -01.16f4 VARIES oaxacIto SIAILLF-ROD£61.00PL00ONSULTN,HEr 1000 I.0 AA:01.0C. 11, 0.016, nIALM0 1.101.0. GLA0.041. 00.001411 MAE, 00101.030 WAS31.12 L090. 1.15,01:11 Dr .0.13L. .11110111 0.11..0( DMA Or MN.. IWO WALL 3,6. E.FEFratko cai u 't=cnit= ovaa.ca•mal. .41://.01E0r 0.£10.0. ONO. ,4,/:/r1,0 1 canara : xxx.esa, aucumn'iat, 1%.71 Mr=0:=1,710 70...1r.A1-1•on EXHIBIT B-I WALL 1.10,1 A I rAFI r I r• ' I 1.1510.141.10 00 .[1.1401.,0°07-.7C7A7 113•047[6.A[wintie 1101rfAVT04= 60/1,01A PROT.. IL. AtAy, C 00.0 0.0.‘0,0 ▪ 511.1061 01.1.4040 = : - • - -F_•• 17=• 1.,LV. 12 01 TYRE 2—A — LEVEL SLOPE BEHIND WALL MAX. 250 PSF UVE OP LILALI LOAD AT LiASI 2.0 FT. BEHIND WALL A/ 51,5): IN) SLOPL IN 5P.152UF F,ou r I. WM .0111 acel C i Owe Dapth 0,, C: fui,orton. L. 0. .0.1.1 i Sal.. A ..:I MIAMI Mr f f ALII. 00R.A. I. r c ca ALO , 0 r c ra.ndArax 1,15.111.1,0 031PACTED WC? M. MGM, 1.1:1 I A KAZTLIN IMGI LEL Tim 30 REVISIONS 0! 01/37723 AWED SAURD RAIL TO CROSS SECTION TYPIC.1,1 MASONRY IIRAVITY WAI I SEC.TION WALE ONE DRAWN BY: EVF CHECKED BY: TAP DakalkiclaondonoSevu.scli atostrwl£Nrnselnarrrn F.21.161 &A.A. 45155 aa, MID, ro, row.a IKAALL.P1 0100.4.1E Ar. L.A. SWAM.. CWACILA, LS.g..0=0. vanna. (MGM PAH110041. CHLAIS ,exL-5e xxo.xxxxx ca am= . gaar wee IRIMMUR _ • 7•04.7,1, wr, 0,0r. A COknAlL0,0 10 A volt. cDaanrror a.srz Dew SHAMMY'S CAR WASH FORT WORTH, TFXAS WALL SECTIONS JOBt CM-22-0101175ATE: 01127/23 'SHEET: 2 00 4 r Jaw wawa axu roczaT ExrMl e ii/,.,<, iA rtfn ozi, AT TOP OF WALL Q pIL I1FNT RFHIND WA7 E 15FTAII Nd�E DESIGNBUILD CONSULTING SERVICESi� P.D. 80x 1&SIt2 Fpm WORTN.T% SMILtXR V O.1 1.11DCONSULTING.NCT EXHIBIT B-1 Li�, x.,awz PANEIDISMIPCICE Br PAV_Mb_NT BELOW WALL RETAIL � c REVISONS AI 01/3t/23 ARdUSTED PAGE NUMBERS x.+xn s1m2 rsTO WOOa —< I , I I— I 11=11-111-111= 1 1 1.1=1 I —` I��,�,r �— 11—��iI i 1=n� j— 1, -I €1 T 17 11 _1 =1111=11 1-111 = I?�11 I€IIII171{11I11TITI-1 wAJ,]. $ETTION WI RCP THROUGH WALL 1-Lt.i -11 1-T11-1i1-C1 lil=i -TI-T I- I I 41111106 111.111.10 111I/fir :-.111 -111---I -=E 11=E 1 11=�] 11=1 1=1 11=1 1.—, 11=11 Ii C 4 €. 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