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HomeMy WebLinkAboutContract 63080Date Received: 4/10/2025 Permit No.: SWFMA-24-0117 Time Received: 1:02 p.m. City Secretary No.: 63080 DRAINAGE CHANNEL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 10th day of April 2025, by and between LAFRONTERA DEVELOPMENT, L.L.C., a Texas limited liability company, acting by and through its managing member, hereinafter referred to as "Landowner", the Eagle Mountain La Frontera HOA, Inc., a Texas nonprofit corporation, hereinafter referred to as "Association" 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 J. A. McNutt Survey, Abstract No. 1151, Tarrant County, Texas according to the deed recorded in Document Number D224078278, 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 La Frontera Phase 5, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on -site Drainage Facilities be constructed and maintained on a portion of the Property; and; WHEREAS, the City requires that on -site Drainage Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and; DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on -site Drainage Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Drainage Facility includes all pipes, channels or other conveyances built to convey storm water to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Drainage Channel Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to ensure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 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 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fail to maintain the Facility in good working condition acceptable to the City, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs 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, DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 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 FACILITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage channel outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage channel, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this loth day of Airport CITY OF FORT WORTH Op�� Jesica McEachern Assistant City Manager City of Fort Worth Date: Apr 6, 2025 Approved as to Form and Legality: By: Matthew Murray Title: Senior Assistant Attorney City Attorney's Office Date: M a r 31, 2025 4F F�RT�ad ATTEST: 6 *°° °�°Vod o o.�o PVo 0=0 x. % paQa dp Jannette S. Goodall City Secretary Date: Apr 10, 2025 2025. 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. kaivfice Men-ick Kandice Merrick (Mar 31, 202515:14 CDT) Kandice Merrick Planning Manager Date: Mar 31, 2025 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX DRAINAGE CHANNEL MAINTENANCE AGREEMENT 5 Rev. 03/01/2022 BN LANDOWNER LAFRONTERA DEVELOPMENT, L.L.C. a T s limited liability company azlewood Its: Chief Executive Manager Date: r STATE OF COUNTY OF�G✓Y7M-� § BEFORE ME, the undersigned authority, a Notary Public in and for the State of �Q_?Cr-S , on this day personally appeared 6r" (name), AC'.'l '-� (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 L-- /— f- -� — (entity), a ���---s LAC— (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of Me--r-� .20 Z� CLINT BAKER Notary Public, State of __' ;Notary Public, State of Texas r� Comm. Expires 03-29-2026 Notary ID 131510006 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN ASSOCIATION Eagle Mountain La Frontera HOA, Inc. a Texas nonprofit corporation Yood Its: President / Date: STATE OF 1 2 COUNTY OFF--��— § BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared___(t v (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 (entity), a f eK -- S /1 rvt '94- (entity type) and in the capacity therein f stated. All —GIVEN UNDER MY HAND AND SEAL OF OFFICE this -7 day of ltlw�� , 20 CLINT BAKER _Notary Public, State of Texas Q = Comm. Expires 03-29-2026 .6i, � �,,,,,,,%N Notary ID 131510006 Notary Public, State o DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on April 6th 2025 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. k a� Notary Public, State of Texas is'yP KATHLEEN BRADFORD aG Notary Public *®+ STATE OF TEXAS "� ey Notary I.D. 12197197 My Comm. Exp. Apr. 12, 2027 . . . . . . . . . . . . . . DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 EN 0 EXHIBIT "A" LEGAL DESCRIPTION DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN PROJECT SITE LOCATION MAP N.T.S. City Project Number., 105496 Mapsco Number: 031-D ......... .............................. .I....... LA FRONTERA OINNER/DEVELOPER: 3 ® PHASE 5 LA FRONTERA DEVELOPMENT LLC E �ckmcn 1000 TEXAN TRAIL, SUITE #200 NOT TO SCALE (IPRC24-0056) GRAPEVINE, TEXAS 76051 5 CO STATE HIGHWAY 4 PHONE: 817 416-4841 Phone:: 817-ILLE, TX 76084 DATE: NOVEM9FR 2024 rPN� ?n5gg6 � % Phone: 817-488-4960 EXHIBIT "A" 20' STORM WATER FACILITY MAINTENANCE AGREEMENT BEING a 0.507 acre tract of land in the James A. McNutt Survey, Abstract Number 1151, situated in Tarrant County, Texas, and being a portion of that certain tract of land described as a remainder of La Frontera Capital Properties, LLC, recorded in Instrument Number D207415540, Deed Records, Tarrant County, Texas. The bearings for this description are based on the bearings as they appear in Instrument Number D207415540, Deed Records, Tarrant County, Texas. Said 0.507 acre tract of land being described by metes and bounds as follows: COMMENCING at a 1/2" iron rod with plastic cap stamped "RPLS 4818" found for a controlling monument for the northeast corner of that certain tract of land described in deed to Bonds Ranch Investors LTD, recorded in Document Number D221038882, Deed Records, Tarrant County, Texas and in the south line of that certain tract of land described in deed to Texas Electric Service Company, recorded in Volume 2701, Page 74, Deed Records, Tarrant County, Texas; THENCE South 89°12'05" East, along the south line of said Texas Electric Service Company tract and a north line of said La Frontera Capital Properties, LLC tract, a distance of 166.20 Feet to a 1/2" iron rod with green plastic cap stamped "ESMT RPLS 4818" set for the POINT OF BEGINNING; THENCE South 89°12'05" East, continuing along said north and south line, a distance of 848.03 Feet to a 1/2" iron rod with plastic cap stamped "RPLS 4818" found for the northwest corner of that certain tract of land described as Harbour View Estates, an addition to Tarrant County, Texas as recorded in Cabinet A, Slide 4489, Plat Records, Tarrant County, Texas; THENCE South 03°27'40" West, departing said north and south lines and continuing along a west line of said Harbour View Estates tract, a distance of 180.00 Feet to a 1/2" iron rod with green plastic cap stamped "ESMT RPLS 4818" set; THENCE South 23'1TI9" West, continuing along a west line of said Harbour View Estates tract, a distance of 105.51 Feet to a 1/2" iron rod with green plastic cap stamped "ESMT RPLS 4818" set; THENCE departing said west line and continuing over and across said La Frontera Capital Properties, LLC tract, the following courses and distances; North 24°32'59" West, a distance of 62.92 Feet to a 1/2" iron rod with green plastic cap stamped "ESMT RPLS 4818" set; North 36°4537" East, a distance of 59.17 Feet to a 1/2" iron rod with green plastic cap stamped "ESMT RPLS 4818" set; North 13°02'50" East, a distance of 47.15 Feet to a 1/2" iron rod with green plastic cap stamped "ESMT RPLS 4818" set; North 03°27'40" East, a distance of 102.90 Feet to a 1/2" iron rod with green plastic cap stamped "ESMT RPLS 4818" set; PAGE I OF 4 North 03°27'40" East, a distance of 6.57 Feet to a 1/2" iron rod with green plastic cap stamped "ESMT RPLS 4818" set; North 89'12'05" West, a distance of 822.21 Feet to a 1/2" iron rod with green plastic cap stamped "ESMT RPLS 4818" set; North 00147'55" East, a distance of 17.12 Feet to the POINT OF BEGINNING and containing a computed area of 0.507 Acres, more or less. Compiled from field ties and record data on November 11, 2024 by Whitfield -Hall Surveyors. A survey exhibit of even survey date accompanies this description. r1� v1 J• � � tP' Q� JRn Williams .. ......................�.... JOHNNY D.L. `AWAMS eyed Professional Land Surveyor ....... ..............:... Texas Registration No. 4818 ' ; 4818 , °TBPELS Firm Reg, No. 10138500 Fe S 5���--PttO�rt r�9Na SUR��� PAGE20F4 PH N � E S 60 SCALE 1"=60' CONTROLLING MONUMENT 1/2"CIRF c � N I Q = ylju 1—g&Z 1 U yG 0 m POINT OF COMMENCING CONTROLLING LINE S 89012'05" E 166.20' POINT OF BEGINNING S 89012'05" E N 89012'05" W REMAINDER LA FRONTERA CAPITAL PROPERTIES, LLC. INST. NO. D207415540 D.R.T.C.T. NOTES: 1. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE BEARINGS AS THEY APPEAR IN INSTRUMENT NUMBER D207415540, DEED RECORDS, TARRANT COUNTY. TEXAS. 2. A PROPERTY DESCRIPTION OF EVEN SURVEY DATE ACCOMPANIES THIS SKETCH. 3. THE MONUMENTS FOUND OR SET FOR THIS SURVEY ARE SUFFICIENT TO RETRACE THE BOUNDARY OF THE DEPICTED EASEMENT ON THE PLAT OF SURVEY. EXHIBIT "B" 20' STORM WATER FACILITY MAINTENANCE AGREEMENT TEXAS ELECTRIC SERVICE COMPANY VOLUME 2701, PAGE 74 D.R.T.C.T. 848.03' CONTROLLING LINE 822.21' � s�4v'V� �5 NA gt LEGEND IRON ROD FND. X "X" IN CONC. 0 CAPPED I.R. SET 0 POWER POLE LIGnT POLE D° WATER VALVE \\' WATER METER n ELEC MANHOLE PAN. SEW. M.H. AS RISER T TEL.PED � [a FENCE CORNER I[ UNDERG. CABLE 0.507 ACRES Ip.FIREHYDRANT A CONTROLLING AEON. O lfi"IRON ROD SETWMI GREEN PLASTIC CAP STAMPED "ESA1T RPLS 4818" EASEMENT LINE TABLE III Bearing$ Distance Ll N 24032'59" W 62.92' L2 N 36045'37" E 59.17' L3 N 13002'50" E 47.15' L4 N 00047'55" E 17.12' 1,5 N 03027'4011 F 6.57' S S l T ER�F.r. OHNNY D.L. WILLIAMS ..'........4..8..18.............. 0FES 9tiD S U R Ij WHITFIELD - HALL SURVEYORS REGISTERED PROFESSIONAL LAND SURVEYORS 3559 WILLIAMS ROAD, SUITE 107 FORT NORTH , TES S 76116 (817 560-29 6 Athe, is plat of survey is true and correct as surveyed on the ground no visible encroachments or protrusions except as shown. DATE: NOVEMBER 11, 2024 PAGE 3 OF 4 TBPELS FIRM REG. NO.10138500 JOB NO.17-075 9 XAS ELECTRIC SERVICE COMPANY VOLUME 2701, PAGE 74 D.R.T.C.T. S 89012'05" E EXHIBIT "B" 20' STORM WATER FACILITY MAINTENANCE AGREEMENT 848.03' CONTROLLING LINE 0.507 ACRES N89°12'05" W 822.21' ®R V REMAINDER w LA FRONTERA CAPITAL / PROPERTIES, LLC. N / INST. NO. D207415540 c D.R.T.C.T. Z EASEMENT LINE TABLE Id Bearing Distance LI N 24°31'59" W 62.92' L2 N 36045'37" E 59.17' L3 N 13002'50" E 47.15' L4 N 00047'55" E 17.12' 1,5 N 03027'40" F, 6-ST NOTES: 1. THE BEARINGS FOR THIS SURVEY ARE RASED ON THE BEARINGS AS TIIEY APPEAR 1N INSTRUMENT NUMBER D207415540, DEED RECORDS, TARRANT COUNTY, TEXAS. 2. A PROPERTY DESCRIPTION OF EVEN SURVEY DATE ACCOMPANIES THIS SKETCH. 3. THE MONUMENTS FOUND OR SET FOR THIS SURVEY ARE SUFFICIENT TO RETRACE THE BOUNDARY OF TILE DEPICTED EASEMENT ON THE PLAT OF SURVEY. PAGE 4 OF 4 N CONTROLLING E MONUMENT _ 1/2"CIRF S SCALE I"=60' LEGEND / I IRON ROD FND. 3 / X "X" IN CONC. / 10 CAPPED I.R. SET O I0 WER POLE n I�rCRBOURVIEW ESTATES I LIGHT POLE bV CABINET A, SLIDE 4489 I - WATER VALVE P.R.T.C.T. I w WATER METER I LOT 50-P E ELEC MANHOLE (PARK) r^S' AN. SEW' MJI. BLOCK 3 GO GAS RISER aj TEL. PED ❑ FENCE CORNER Q UNDERG. CABLE W QE'IRE HYDRANT . CONTROLLING NION. In O 1/2"IRON ROD SET \VITA GREEN PLASTIC CAP STAMPED "ESMT RPLS 4818" 1 w a c. h 4 6 a 1= WHITFIELD - HALL SURVEYORS REGISTERED PROFESSIONAL LAND SURVEYORS e 3559 WILLIAMS ROAD, SUITE 107 FORT WORTH, TEXAS 7616 0 (817)560-2916kn ! '� 1. < o Certi ha hi;Ia of survey is true and correct as surveyed on the ground and erearc o isibleencroachmentsorprotrusions except asshown. DATE: NOVEMBER 11, 2024 (Nj TBPELS FIRM REG. NO. 10138500 JOB NO. 17-075 G _vns S WHIRS" E vz� 1014.23' �\ ' ..mv �� ,n:'n'u"wn rax..nw ....... w.n• nsx+ \\\ "�'__ r--".---' 4-7% 1 2�� \�k�yyj ,� \` \I \`\ rP `� \� _ _ _ i L YT • r I f A ' f - r I r LEGEND--u«_—gar /I ./ L__�J --wt� m�- �'/1 w'w if ✓ I i \\ I' � \ � /r� , .a�,:.-a or.". iw -T___p_■__p(_ c1T IIIIf�'� z� , \ _lwyss=,!__ LA PRADERA CT ___L_ T}y0._ e•a zna \ I v / I I� �5 ROu 0 4I -i' SCALEI -61•� ','r'r,: j I# it I L- -- _ f=�i �__ u�.,M.ce. I• , E lit�I i --"£� mp j i <� i 61 L ,,,a •u"„�"� I ;s :1 v.@ x 1 , IS � m :.,. J �, ___ _ -_.__. i` 2 I i# • •I ei I .x.mx / \ \�� .0 Ems. i3 •I i :::.:w' is ICI so Ij�� ` - ^''". --J I• I F - - --__ -_ A 61 RL--,xzn" � j.Te` ' I i'i • I f I I �r fn / / y 12 ,._ j �[ q� •-,. /� r #�--------- / ream li"umur„w�n( J LOTSY ; 1 UP H. _ 41 /)^ ``I I ,I`1` ZOM"A• P•"AA• �/ \ , `. / N d //, / ® / I \ I T �' i �R �• I`I\® 10 / v: \\p� %, `\ �"e^k�•/�!.b��,a / ; i R �,• AI !I I '� �e3ii �\ 11 £ I ii ' � %///•Sws`s \\o \• ® % • 3 °�/ \�� g.� `\\ \ /; i II L\ '� II I f u'R.' GERAL i Y" • �O ) j / �V^\\ \\ m-i ii 11 `� ® T.C.T. 1 O, /'�+•d gl� / \ c\<0-0 \ Y?y i�li `1 ` �' t\ / am •\ ,`;\ \\ d� ) 'I✓ do i, 1 1 OP <\�4 ••+/tea' \>`5, •, �� I y...,�•„�A., `\, /iw•Anicno.w.y(n �� \\�s% `� ����� /�� � �%i j / /'/' evev � '\ \� �\ ur" /aw. / �, \\ s'? ' l -- �• `� //, d , j i % / /� ' /g6 MF' ,,-t1Y1 I�PSlt151 o,t I y'.+,y I HORIZONTAL 1 ��s •r` GA CONTROLLPLAN .a q� LOTSsx MOMM ANDSL7I, BLOCKI p40- /i'j J��•+• �T+ LOT LOTRAND924.BI.00KK '• l%I d' J' �r� LOTS Ix AND T 1 BLACK Y LOTS 11 11, BLOCK 17 .i LhJ \'. \ /' \`'•, \ `,�, /.; r-- /'/,/ 1 /' I LA FRONTERA \ ` \ AN ADDITION TEXAS, AN iB BEING PORT TEDIN,TIE S.E. COUNTY, TE%A$AND BEING SITUATED IN THESE � 1 \ _ 1 ` '�•�' '' •%��p\\ \\\® �I % / A. McNU1TSURVEY, ABSTRACT N0. 1131. MERRELL SURVEY, ABSERACTNO. 1009 AND tHE IAM PHASE 5 1\\II Tor, ' 1 1 awx •5\` / J + ru.aeaw.ca ..._...._.........._. 6.881 TOTAL I.trwe.An,uroA xxvar..Awmwn�.wmse'.a',rwv I.a `: \ / // .A,". novw"eaxn 11709ACRES total m..,.uxwrxuwmm�n.x..nam.em.w.r."".wrcoam.m.s .._'---------- .w. ----------- �ArA.IA,.aa�H,>a' "°:.�.�w�rlmlr,•r..t.lw '°` i i I`/ (/ � �' .., _ �� ...I.,wway.urc...no.R..wn arww�uawn.naaomwzu`otwm.umaa onrman"norm4 "Acazory NIDT'Ft�L&11.L SI1Rp'EYOILS "uv. nmx1d.'iouix.c. III4rw :uA,*Ayn��ucuroem.umxrowrsmaav giwwvA ���+�.�euaw aAve�riaw,'v".n`m+ nlv.nu 'u STATE OF TEYAS x COUNTY OFTARRANT x WHEREAS Le Frooten C.ph.I Propertiµ LLC. I. Ilk ok mw of, 26.811 A<rck,d of kM wt of be RC Memdl So— Akkad Numbr 1009,.nd the J. A. M,Notl Survey, Abb Number 1151,-W In the City of Fwl Wodh,T,rnnl County,Tnµ.nd Wog. pdw of U.t nd.ln k.d of land demrlkd N. dudb t Fromer.L pINlPr W,UoI, LLC.,roowded Io I.WN Numbr DD7415540, Dnd Rnwdh T.n.ntCounty, Tr,µ Ti. k.rinp fro bl. Pl.t art kW oo tk W.lop u thry.ppa In k,kom NYmkr D219NS3d,MI Roowd,,Thn.nt Cooky, Tenq S.W26.581 Acre k.d kN{ demrl kd by wk..od bound.0 fdknn BEGwmG.I. In" Irm rM with p6-n,-d "RPIS d1E"xt for 0, noMwedcknn of Lal50-P (pAj Bock 3, Hubwr View Fd k ,.n.ddm- to M.,the of Fort WMh, Tunnt County, T11µ Wo,doi N C.Nnet A. SIWe 4d9, Mt Rn T.fr.ot Coonty, Te .,M Io the tooth Ym of tn.t cc hEnd of knd _d k deed b Teau Elul, Servkr Cwnpny, rcaorded In Vole. 2701, Pap n, Dud Rnwdk Tanenl C-oy, Te,u; THENCE trpedint uW .roll, 1W and cmdnubt,ft tin wM Ilnn of vW BIOA 3, Ilk foYowlnV. . and dbbnn.; Soob W27'0" wed,. di- of 180.00 FM W e In" Iron rM Mb pk,ok np-pot „RPLS 416" xt; SouW D-IT19" Wed,. di -of 345.88 FM b. In" Iron <M wlb pl.dk np damped "RPLS d18" xt SootsO OW' WM,a dinann d 371.I0 FM to. to" Iron rd Mb pkooknp-pot "RPIS 01811x4 Soolh 22-16.11" Weµ • did.nn d291.15 Foi b t In" iron rM M0, pl,dk np dampd "APES 1615" at Sooty 32.47130" Wed,did.nn of MC17 FM to. In" Iran rM wllh pluck np d.mpd "RP1S.1n" round; THENCE dep.Mn{ a.W rots 1W and coofimt wn.M..ravwW L. Fronkr. C.pibi Propdk4 LLC. tract Ne fol-o, cmrxl kd d Wnkp Nob SrII'd" Weµ a dblwk of 22.2E FM 0. In" koo rM wXh pbdk c.p.lunped "RPLS Oil" fwM; N" MnSRS" Wed, a dbbnn of 213.66 Fnt b the pMk dcwv.tun of..00-bnpnt --we to ok nwNweµ h..,.ndivaof 475.60 1M.k.-µ&of024316",.M. d,00d of 17.05 Feet k­, 54^36'1E"Wed; Sooth H.Y.bnt vWnne,a dbkncr of 17.05 Feet W.In" koo rM-pkatk np-w"RPLS 481E"fmk; fo b32° '05"Weµ. dbknn o1191.10 Feet boo In"Iron rM ntth A.,k np wmpd"RPLS 019"found; Nklh 42"'d" Wed, • dk... of 115.0 Fnl to. In" koo rd nM N- np d.mpd "RPLS dlt" fount; Nob da35'07" Wert, • dhknn of61.%FMB I In" Irm rod nits pbdk np damped "RPLS UIS" fw W; Nnp 35^14'35" Weµ • dbknn of6M7 FM toin" koo mi.. pb.lk <.p damped "RPLS dlt" I. W; Nob 54'd'05"Est. doUu of 2407 Ft p•In" koo rot wM plink np Mb d"RPLS dig"foond; Nob 3Y14-SS" We.l, • dbpnn of 125.15 Foot b. In" Iron rM wM plink np damped "RPI Sd1{" found; Norb 042%Weµ•dbbnn orU27 FM W, In" koo rod wM pkdk wp M.W"RPLS 481V I.W; Nwb W21 W"FAd,.Jim— of20.0 Fnt W.ln"1. rd-pluck np-pot "RPIS UW"f .d; So.b W3817'Eaµ. dbp.n-ui FM b, In"IrmrM wlb pl,ok .p,&.Wd"RPIS 4318".4 THEou North pp20V1"P p,. dbpmr orN5.42 Fed to mN INe fT.. Book. Srrvke C-,., tract; THENCE Soob W1205" E.µ.k„g uW.wlh INe,. a Wanw of IQIA23 FM b be POIM OF BEGBNNI(4Gµd -.1ot.<w.pW -d 248E1 A<-mkekI- UTD.IW EASEMENTS llnWmdni.WItyofFkt Wwb, AU haUl{ht to movM knp of all w pdf.o, bd.kta,braopowth or knpwemmt whI6 k. wy way nN"P oolntnMe.-Ne muMoo, mmnkn.nn, w elYdmry of Ib rnpnWe,ylpm, on any e.x,nmb Mon. oo the pl.t .nd ffi=I,—0, IjhlJNtimebIntnu.MepeuuponuW nwmenb fro be po, of,kkkwm, cWo, imp,,W% pabdlint, malnulnlnp and .ddlnt to or remwin{.tl or pet of X. rnpe.Uve ryakm. wKww tk.-y at.ny timed prwwkt the pnmWlw of,nYwe. BUILDING PERMITS No WWJ.g prrmib N111 k Nord fa any W In NI, S.WAAoounw.n appropA CFAor ati,rrw«pnNe "Woo -male I. tk ma W.of..y.PPlk.W-W. Inn, dorm& WI, drcet Yth% II-11o,00 quint Improvemmµ md.pprw.l b Rrd.-M rtom tk City of Fkt Wkth. SITE DRAINAGESIVUY A erdn.p rtMY., ko..onfkmawe with pr appovM ro.dnry drdn.p pbmmry) requlrrdd any WWI., f.,onnitwlli .r dwpia Yu(IpMNtp(µl .CFAdan.w,,,rykadrquak.) opbm<don d cmfwm, hm • dreN.p dndy mry k nquUd.ft pith •CFA fro any requkd dnlute ImprwemeMa and Ur nut wwr.hJl.ubmtt • ktler b Ne DeprMent ofTrulpklMm rod PuNk Worka 4tlnt,w.rmevthet. SM Drelmp SIudY will k requirM kfkt.nY pernit la Ivod. The.ortmt ounce nlll Nfarn, nA kYn of Ne FLOODPLAIN RESTRICTION No rondw,Mn b.tl k.IImM wMlo tk Roadpl.ln e.xmmt wtthwt the wr-. appwal dthe di- of k-porktim.nd pubes, work. Io odrr b x.ure app,w L, drki W e.Z1on WX PI... ant/k dunk, fk the Improre %uti.h.tnybtin6--will. Wpprd.nd wb".d by Ne p.M(In) M,hi.{..-rod wtthi. the RoMpl.N. Wherr.mdn.nan U ,r W,.II0,MM(low dn.Uw. Ih,Y k. mNMumofwo(2) Ent abav<be IloadpiJ, kae Mod dev.Mn rewHNt hom ultlmak dwrloM-dhr woo M. FIAODPLAINIDRAINAGE WAY - MAINTENANCE The e..MQ creek, wr.m, dun, or eraln.p ch.nml4werINQ.ImQ w rorou pwlfa of thll Mditlw, wYl n.lenobdruclM rt aY llmn.M nYl k meNNMM by the IndNWv 1 lot ownna who.e IW .rc ­d by, w ,dJlce„t Iq Ne dr.ln.pnrya llw City of Fort Wroth will nd k rnpoollbk for U<m.inumnn, ero.f coobµ md/wopr.o. duW dr.lnapw.ya Roperty onnnl Ih.Yknpthe ad h1. o.NUUw lifoo bt A, proprry dew..e rree.raekb, wtn knee wlWn<n nNA world rcmn I..nwnipry <ma Wmq,na be city d Wre the dtht ofemryfro be 0 ofl.ape<tln{ themJMemm� work by the prapdy onndq The City of rntyl.noecWw.Uy Ubjw N,f morm wake werYon.ndlor knknMw oftiok ph de6nd. The City ofPM Wwp i,allndkU.Ne fro..y damp. rnultlnt Roomhewnrcmnio4b phMMwIa,,ItIthe tokipak k., ft ) withN thrdnNap nrya TheenNlte w.Y <rodnQnAlol b.wuNd wlWathe MdpWn nxment INe a Aonn oo be pkt PRIVATECOMMON AREAS AND FACILITIES The Cky d FM Wwb awl nm k kW rnpondbk for Me owmnc .mwoko wwow-or..y lab .00pNl„t plv.k nmmoo unaoo hcYWra pdr.k Wentld Va. wch on thb pl,t S.W unrlh.11 lnclMe, butnw tlmiW b: Mneµ emerQmry ac enp µdpW,00udty en ntf .reµ llndx,pM arcu w000pn,p.µ n.W .M wwkn.krdNiWO.- O.rydema d bntmmtfI<Wq µel rcke.ponl<lubhovuleleo, x MJl y rod h Mly The Wdonnenand wbxquentownnlp,llk(ant prnbIn Nb wMNbbn,uW,{Jdntty rod xvnJtyu otrueo Wilk od.,. bJlkmp dfkwch ro,d *,U u r W W odor, odI oW h and ilk Cky of the W-1, T 'a &m common a ..W. had 1 Him one IhlB,.c to .wag and kWharmku the CXy wFM Wwrn, Texµhkn Ill Wm d.ki F, andI o. .debt wl of, ar nwWnt ham Me prfoom.me ofthe odgatloo, of uW ownen uakkMq u M forth nd<N. SHIEWALKS SWn,.IN.re ,cent b bb,Wn dell p6tlr eM pbak rtrnb, In cmfrm.me whh tlrc Slden.lk Pdiry pr "CXyNDerebp,IopokmmM Odp 3.Muda". CON STRUCTIONPROTHHTEDOVERE4`3 MENTS Now.. klldlnp n.Wdmm bJl k cm.kudd wer.ay n WNL k d.BM w.W, vnlbry ocher, dnN,iR iµ ek.Wc, or my Mhn utllXy e.xmentof..y typ. WATERM1VASYEWATEI IMPACT FEES Thr City of Fod Wwb hm.n wdlume ImpkmmUnt bt,neannenl md.dkdf ofwekr.nd w.Itrw.kr impelfen. TM topl.mwnt.v 1ked.1461ed on the ncwdalkn dateof tub plat IyPYnU., Wv upon oAe k i of thewrnnt Im pd Ere odin.nn. Tk ewoot W k MWW b dekrmind m,drr xhd¢k H lhm In eNM on the d.k. WWI., pm 1.1-,wtlx<mnntlm d.k b the u..,I wdnandlo, nutewdn rypem. TRANSPORTATION IMPACT FEES The Cityof Fod Wwb hu.n oodlmme Impkmmtln{ Ne euevtnent µel cdkdbn ofkmapwutf impel fen The but amwnt.rlW b ed.Nl,hM on the.Ppnnl date of Nk plat.ppXntlm, booed upn Schduk 1 of We Lnpd fn oMlname N rNM u ofNr date of Ne d.L The.mwnl to k rollMed I. aekrmind under xhduk 3 a uW kdk.nw, end 6 due m Ne d.k. klldlnQ prmX h baud. PARKWAY PERMIT P.Away hnproremmb awl, u.urb.d A pdkr, pavemmt tie N, drke apprweheA amewalN end dnine{e IMeu mry k regeiree .tome of kIWNQ prmX bw.noo vk. prk,raY permk URBAN FORESTRY CampHu,e wXh Tln Ord1 am O1861545-2009 w113 krequlnd. PJLIrequkd Pdnk P.RV.YnIY k nqulrM near pnwre el.eeda BB P.M. nn.nwun.ccwwr NOW TIffREFORE EVOW ALLMPN BY TFffSE PRESENTS THAT, u FmM Drr ,W,M,LLC.,dm knby dopt thb pklu LOTS 3X AND 2446, BLOCK 1, LOTS 3X, 4X, 5X AND 1430, BLOCK 4, "On"' BLACKS' LOT 0, BLOCK 9, LOT IX, BLOCK It. LOTS IX AND 14. BLOCK 11. LOTS IX AND City .. BLOCK E, L.OI'S IX AND 1-1], BLOCK 13, AND 1.0T51-11, BLOCK IA t, FFwkn,.n dWm b Ik lty dFort WapS T,rt.ntCwMy, Telµ ud don herebydetllnk b be pmk ux fonver the pets. end nammu.hmn hereon. WTHNE.8SMYHANDTIHStk d,y of ,2024 .s. Gmenle{Penm- ryw�ewu od SfATEOFTEXAS x COUNTYOF N BEFORE ME, Ne oMeMtnM wpklty.,,wpry pbU.In.nd fn uW homy end rt.k, oo Nla dIY Prno..Ily Ipplred Gry Hulmaad, knonn b me b k Ue pnw nhne moor 1, wkcrlbee b the fooetoN{ inatrument.nd.hnowldpd b me bat he eaemid ue.Ime for p< purpa<, rod cw.Wentioo NercN elpreaxd. Notay PoM in Cw.ty,Teu, Mynmmlvbn..pirn: SURVEYOR'S CERTIFICATION STATEOFTE : COUNTY OFTARRAM: 4 the undenlpM. RetldnM Hofeww.l I.M Sunryw,to ti,e Sbk off -by -Ob pNtb bu<µa<krcd omen whe µel w,. pepM R-A y dAre po ,q m.de onder my wpervidm oo the pw.d. N, Mom: ahmyD wwkm, Rgk10 Rd,v Wl.M Survey, Tnu]k0o1r.tlwNodlBTBPES G ERM REG. No 10139M D.b: Novemkr 3, 2024 HORIZONTAL TWORT CONSROLPLAN xomnc LOTS 5X AND 53-78, BLOCK1 CITY PLAN COMMISSION LOT82X, AND 944, BLOCK 16 LOTS ll-KBLJDCK17 CITY OF FORT WORTH, TETAS LOTS IX AND7-12,11LOCKIS µYpwryamW" m LA FRONTERA ¢ss Mu'. om. ry71 ..v: ::tom.l gip- - , B.� - 6mraw. R'J Aoa W AN ADDITON iOTHEC TY OFFOAT WORTH TARRAM ..xn coUTASAT 1THE RE MERIEILLSABSTRACT NO 009ANDTHE JAMFS a l wrw I nr I I ry A.M,NUTT SURVEY, ABSTRACTNO.Il51. B ,Nu iD PHASE 5 w e 26.881 TOTAL ACRES E 11,709,359 total [q fl ..t r, «ar jF'r Hors �- '_ mraeu¢rrvaravAPvw n,mt¢tmpTmAtm,rml„w,,h® vAnvmgmcA,rx,;am ia..pc ii ENCINLLPS: L TAuurtmorOy SURVEYOR: WHIIPIt18HALL5URV[YORS g41DPLaN [NOIN[LRING rP.apmr,,pveui u.lep n.p>M { NU�IGN2 Wks 211 TAvvurtcotmO'.rnA,Aromcwro¢.aim Avaa..mapwn,m.uPra.aO,.Tw.Xma REGIST[R[D PROPPS91ONALIAND SURVEYORS CO EYT[I f lSH WIWAMS ROA0. sUHElh OI.OyNypp � ¢Mrm.mamwa.txA > uwrAwonmvrmm�watacATmmnwi PORT WORfN,Texar 7M6 TRPt15 PIYM R[G. N.. HJ- P >) SILn16 OWNER IW®TEEID-HAIL BURYEYORS IA FYONTEM CAtIfAL PROP6RTIF5,,rr. 'e< a o Yw p�M ,nnnon¢®WruL,m4Arocawv.AwAvwww.uewATSlmupavuroRowMmAxomAmrA �PL4T CRAPMNE,TL%A9 %MIJTr/ oll-ko w g nmaAc[ RFXXIADED BVDOLTRvffM NUA1BE:R 'MTL j021. eAcevon rwa.rm.maaa,mw. a.m,..a Tn• EXHIBIT `B" DESIGN PLAN AND SPECIFICATIONS DRAINAGE CHANNEL MAINTENANCE AGREEMENT 1 O Rev. 03/01/2022 BN NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS r� CHANNEL SIDE 4:1 N TEXAS ELECTRIC SERVICE COMPANY VOLUME 2701, PAGE 74 / l D.R. T.C. T. / ILIMITS OF STORM WATER FACILITIES MAINTENANCE AGREEMENT (SWFMA) APES JAI IMUM i ]to .a l( ]ze OT2X - - I r„u,,.- ca r y �_� .ts_7 ,u�]e' T, ]te.4o. 71e46 �- / __ C � ]iT.a ]t5.j1 / 71411 - � BLOCK 16 7m. 4 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 I LOT 19 P �y TYPE A �'I TYPE A TYPE A TYPE A TYPE A \ FP=718.76 'L . n 6;', \ FP = 718.70 FP = 717.34 FP = 715 81 .;r"" FP = 714.45 \ IR / lkTC718.13 xTc7 nj -- 1\tsas %rt9u ®1iyt �7it.s2/J 1k'7f✓S62 v� /`I� XTC nS.te TC ]13B2.._.. ....- T 721 M ew8e.sa - , ,G� 9 LA PRADERA COURT / LOT 18 1 rc 7ls.t� � Tc ns� Tc]ust %Tc 7uae /rc T,o. _ LOT2X TYPE A � 777000. ..— ---X -- X—_—_- i _ -;?% -. 71595—" _ av]u.7—rnnsee-.11yyyyT-ta to rMIN FFE=705 15 '+'�, _� rn71s.z 8 M711 ee 5X lis LL1 �. -- 712.13 i /LOT 89 W CL TYPE A � ''w R I^ FP=712 Kg K awm.1L. _ rn71i. I rc w.n IXTC 710s I FP = 717.86 x /.^ LOT 7 LOT 61 I 717—vim -1e.m _ -JIC. 1 6 J TYPE .� LOT 17�.I^ 1 TYPEA. _ 1 : TYPEA 1 �I to E ii FP=716.35 7te5I FP=712.37 MIN. FFE=705.15,•: X X FP=716.54 '^ I BLOCK 17 ]1457 71.nv Ix W LOT tss LOT15 1 $� LOT 16 n( p 0 TYPE A E� I TYPE A TYPEA -. FP=715.64 r FP=710.52 � QN NII FP F =705 1 15 7 �a 1q g F 71I.1 X - 7- ,e —� - �c LA FRONTERA ) a F I PHASE 5 I L0T 4 ' I III \ LOT 15 I g (CPN 105496) I TYPE A TYPE A \AIL I� t FP = 714.31 FP = 709.66 �. U - x 7 .� MIN. FFE-705.15 X - X —bet FP-713.83 LOT10 --\--� 1 - LOT 3 ! 5 $ LEGEND - - 500 — — EXISTING CONTOUR PROPOSED DRAINAGE FLOW ARROW 70000X PROPOSED FINISHED GRADE ---------------- GRADE BREAK TC 700.00X PROPOSED TOP OF CURB PROPERTY BOUNDARY TW 700.00X PROPOSED TOP/BOTTOM OF WALL — — — — — — LIMITS OF SWFMA BW 699.00�/ 70000X EXISTING SPOT GRADE EXHIBIT B - GRADING PLAN 1 ® LA FRONTERA OWNER/DEVELOPER: 3 PHASE 5 LA FRONTERA DEVELOPMENT LLC tftan 0 80 1000 TEXAN TRAIL, SUITE #200 5200 STATE HIGHWAY (IPRC24-0056) GRAPEVINE, TEXAS 76051 GRAPHIC SCALE DATE: JANUARY 2025 CPN: SWFMA-24-0117 PHONE: (817)416-4841 COLLEYVILLE, TX 76034 Phone:817-488-4960 III NO SAVED OR PROPOSED '1 I SWFMA BOUNDARY LIMITS � J z SECTION A -A i o LIMITS OF STORM WATER FACILITIES I(SEE PROFILE) { ,(g MAINTENANCE AGREEMENT (SWFMA) 1,. J I70� n " . / � LOT 5Y _ - ano - -. •-iFr ���� i W C 71213 ' / Al ` K / BLOCK 1 LOT 66 ` _CHANNEL SIDE SLOPES LOT 89 LOT 66 LOT 87 4:1 MAXIMUM TYPE A TYPE A TYPE A ' TYPE A 7Y LOT 65 ILLIF m.FFPP=712.43 ',`i' FP=711.45 FP=709.71 FP=708.33 B6F :.I 77C� X' 0 g pp rTC,]10.T2 — /ETC ]O9A] ,---- -/X TC]01.9] MOMS > I -A PRADERA COURT i \ XTclloz�rc--QX - - -.✓" i+tr a. _ 4�.j� t� rof. "' /�]+ost_ Tog sz °— �\\MM - `'`_t 70 Tc ]os.e9 Tc ]a.� LOT 5X LOT 64 / j- T. ]a. TYPE B \:1c7Q1�14 MIN. FFE=703.00 ,I � �b FP=710.1� ` X—yC ]a. %C / s I LOT 63 m+.+: —I HARBOUR VIEW ESTATES TYPE B —I LA FRONTERA ,. PHASE 5 / CAB/NETA, SLIDE , MIN FFE=703.00 arm (CPN 105496) / P.R.T.C.T. FP 710.38 -j00 \ / LOT50P,BLOCK3 $XXi X ►�L.. X—y .._. ' a (PARK) . LOT 62 / ]as9 LOT 5X � /',, \ ;PI TYPE B '41: MIN FFE=702.47 FP = 709.47 LEGEND — EXISTING CONTOUR ---------- PROPOSED DRAINAGE FLOW ARROW 70000X PROPOSED FINISHED GRADE ---------------- GRADE BREAK TC 7oo.0oX PROPOSED TOP OF CURB PROPERTY BOUNDARY TW 700.00X PROPOSED TOP/BOTTOM OF WALL BW 699.00 7000pX EXISTING SPOT GRADE EXHIBIT B - GRADING PLAN 2 ® LA FRONTERA OWNER/DEVELOPER: K3 0 80 PHASE 5 LA FRONTERA DEVELOPMENT LLC Kl k -� IL, SUITE (IPRC24-0056) 1000 GRAPEAVINE TEXAS 7605100 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 GRAPHIC SCALE DATE: JANUARY 2025 CPN: SWFMA-24-0117 PHONE. (817)416-4841 Phone:817-488-4960 SECTION A A 720 ( 720 715 715 ' LIMITS OF y SWFMA EXISTING 710 GROUND 710 _ I PROP, GRADE ULTIMATE 100-W WSEL=707.34 Lu 705 -- - _ _ -- - - -- - — 705 Z � J a O w ' a 700 PROP.5' - 700 y UTILITY ESMT 695 _ - - 695 -0+25 0+00 0+75 EXHIBIT B - SECTION A -A PROFILE ® LA FRONTERA OWNER/DEVELOPER: 3 PHASE 5 LA FRONTERA DEVELOPMENT LLC i�kmean 0 40 ' 1000SUITE 00 GRAPEVINE, TEXAS 5COLLEYVILLE, 200 STATE HIGHWAY121GRAPHIC SCALE DATE: JANUARY 2025 CPN: SWFMA-24-0117 PHONE: (817)416-4841 TX 76034(IPRC24-0056) Phone:817-488-4960 IF PROFILE SWFMA BOUNDARY STA 0+00 TO STA 3+50 730 725 I 720 } of OI 715-- 0° w a O 710 al 70& 1 100 YR EX/STING EXIST/ G GROUND WSE=701.91 I GROUND @ CL LT S MA BOUNDARY �. 700 _ �,. , / PROPOSED GRADE �\N1 � �.25% / Q FLOWLINE OF FACILITY 595 I 0+00 1+00 2+00 LA FRONTERA OWNER/DEVELOPER: 3 PHASE 5 LA FRONTERA DEVELOPMENT LLC e 'Mn (IPRC24-0056) 10GRAPEVINE, TEXAS 7605100 TEXAN TRAIL, SUITE 00 5200 STATE HIGHWAY 121 PHONE: 817 416.4841 COLLEWILLE, TX 76034 DATE: JANUARY 2025 CPN: SWFMA-24-0117 Phone: 817-488-4960 2,65% 0 Ln M Q N 20 W Z J U ROUND Qa RT SWFMA BOUNDARY �— — 3.00% 1715 0 3+00 3+50 PROFILE SCALE HORIZ: 1" = 40 VERT: V = 6 EXHIBIT B - SWFMA PROFILE 1 720 1 715 710 3.00% 70 0 Ln M H Vf 70G w Z 2 u F- 695 - 2 4+bQ PROFILE SWFMA BOUNDARY STA 3+50 TO STA 7+50 .0 a O a EXISTING GROUND I EXISTING RT SWFMA BOUNDARY ROUND @ CL �— EXISTING GROUND - �s 2,750A Q LT SWFMA BOUNDARY _ 5�ob a� ■ ---- PROP. 4' — •- �� _ 2.38% DROP INLET y W/2' CONC. Winn PROPOSED GRADE APRON Q FLOWLINE OFFACILITY — LA ESPERANZA DRIVE a O a 5+00 LA FRONTERA OWNER/DEVELOPER: PHASE 5 LA FRONTERA DEVELOPMENT LLC (IPRC24-0056) 1000 GRAPEVINE, TEXASITE 7605100 DATE: JANUARY 2025 CPNSWFMA-24.0117 PHONE: (817)416-4841 3 t l�kman 5200STATE HIGHWAY 121 COLLEYVILLE, TX 76034 Phone:817-488-4960 6+ 0 0 Ln H H W Z J 7+00 7+50 PROFILE SCALE HORIZ: 1" = 40 VERT: 1" = 6 EXHIBIT B - SWFMA PROFILE 2 730, 725 71 71 840 PROFILE SWFMA BOUNDARY STA 7+50 TO STA 1 1+50 EXISTING GROUND @ RT SWF#4 BOUNDARY 9+00 EXISTING GROUND @ LT SWFMA BOUNDARY 1.25% 'L : PROPOSED GRADE @ FLOWL/NE OF FACILITY LA FRONTERA OWNER/DEVELOPER: PHASE 5 LA FRONTERA DEVELOPMENT LLC iskm�an 1000 TEXAN TRAIL, SUITE #200 (IPRC24-0056) GRAPEVINE, TEXAS 76051 5200 STATE HIGHWAY 121 COLLEYVILLE,TX 76034 DATE: JANUARY 2025 CPN: SWFMA-24-0117 PHONE: (817)4164841 Phone: 817-488-4960 10+00 EXISTING GROUND @ GL 73) 72! 720' 71L 71& 70! 70& 695- 11 +00 11-r50 PROFILE SCALE HORIZ: 1" = 40 VERT: 1" = 6 EXHIBIT B - SWFMA PROFILE 3 NO SAVED OR PROPOSED Z / / / TREES ARE WITHIN THE H/ J I SWFMA BOUNDARY LIMITS W S Z PROP. LIMITS OF DISTURBANCE / (TyP.) \ i LIMITS OF STORM WATER FACILITIES Fib41 10, MAINTENANCE AGREEMENT (SWFMA) .� 7� mJ LID LID / SD von BLOCK 1 ' I I LOT 69 LOT 68 LOT 87 . LOT 68 _ _CHANNEL SIDE SLOPES 4:1 MAXIMUM I d d - LOT 65 fDi ' rot -gI o - \ (PROP. LIMITS OF ® LA PRADERA COURT / /PROP. INLET \ �yDISTURBANCE (PROTECTIO©\� ...tom (TY NP.) LOT 5X PROP. SILT FENCEI I i I LOT 64 -, - �4' LA FRONTERA HARBOUR VIEW ESTATES i LOT 63 PHASE 5 / CABINET A , SLIDE 4488 P.R. T.C.T. I/ (CPN 105496) LOT 50-P, BLOCK 3 PROP. ROCK(PARK) / ! LOT 5X op CHECK DAM LOT 62 J . LEGEND LIMITS OF DISTURBANCE PROPOSED ROCK CHECK DAM — PROPOSED SILT FENCE 500 - EXISTING CONTOUR PROPOSED INLET PROTECTION -Pa 10 EXISTING DRAINAGE FLOW ARROW PROPERTY BOUNDARY �p PROPOSED DRAINAGE FLOW ARROW — — — — — — LIMITS OF SWFMA EXHIBIT B - EROSION CONTROL PLAN 2 QD LA FRONTERA OWNER/DEVELOPER: PHASE 5 LA FRONTERA DEVELOPMENT LLC Irkman 0 80 1000 TEXAN TRAIL, SUITE #200 (IPRC24-0056) GRAPEVINE, TEXAS 76051 52005TATE HIGHWAY 121 COLLEYVILLE, TX 76034 GRAPHIC SCALE DATE: JANUARY2025 CPN:SWFMA-24-0117 PHONE:(817)416-4841 Phone:817-488-4960 NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS / i IO i I p Z �QQ TEXAS ELECTRIC / /► I to a SERVICE COMPANY I Z JO VOLUME 2701, PAGE 74 H D.R. T.C. T. = Z / I O LIMITS OF STORM WATER FACILITIES / / I MAINTENANCE AGREEMENT (SWFMA) ?�y PROP. LIMITS OF / DISTURBANCE _ — - CHANNEL SIDE SLOPES (TYP.) - 4:1 MAXIMUM J i �,r LD _ LD LD i � LOT 21: LU 1' -BLOCK 16 LOT 20 j LOT 21 LOT 22 i LOT 23 o LOT 24 I LOT 69 LOT 19 r\ I b a Y LOT 16 I ® ® LA PRADERA COURT Ls� LOT 2 I ® " ._. \ LOT 7 � � LOT Bi / I ( I I LOTV*' I� L0T 17 I I I j y I BLOCK 17 " jj. a s (! II LOT 8 I .I, LOT i rTLOT,6 I � 4 I w I KPH SE 5� 1 LOT 4' EOT ~LOT 15 I g (CPN 105496) 10 I I LOT LEGEND LIMITS OF DISTURBANCE PROPOSED ROCK CHECK DAM — PROPOSED SILT FENCE 500 EXISTING CONTOUR PROPOSED INLET PROTECTION ► EXISTING DRAINAGE FLOW ARROW PROPERTY BOUNDARY �-d PROPOSED DRAINAGE FLOW ARROVI' — — — — — — LIMITS OF SWFMA EXHIBIT B - EROSION CONTROL PLAN 1 ® LA FRONTERA OWNER/DEVELOPER: 3 0 80 PHASE 5 LA FRONTERA DEVELOPMENT LLC irkman 1000 TEXAN TRAIL, SUITE #200 (IPRC24-0056) GRAPEVINE, TEXAS 76051 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 GRAPHIC SCALE DATE: JANUARY 2025 CPN:SWFMA-24-0117 PHONE:(817)416-4841 Phone:817-488-4960 ROCK BAGS A 1 •- 12" MIN. --I FACE OF CURB I EDGE OF GUTTER FILTER FABRIC SECURED TO 2'X4' WIRE MESH BELOW 2'X4' WIRE" MESH ••ROCK BAG TO • . .. • • �;. PREVENT FLOW �•y �.• ••� ��� •. UNDER 2'X4' WIRE MESH 2-W WIRE WEIR CURB INLET PROTECTION GENER • DRAINAGE PATTERNS SHALL BE EVALUATED TO ENSURE INLET PROTECTION WILL NOT DIVERT FLOW OR FLOOD THE ROADWAY OR ADJACENT PROPERTIES AND STRUCTURES. • INLET PROTECTION MEASURES OR DEVICES THAT COMPLETELY BLOCK THE INLET ARE PROHIBITED. THEY MUST ALSO INCLUDE A BYPASS CAPABILITY IN CASE THE PROTECTION MEASURES ARE CLOGGED. • A POSITIVE OVERLOW PATH SHALL BE CONSIDERED IN THE DESIGN OF INLET PROTECTION CONTROL MEASURED AT SUMP INLETS, CURB INLET PROTECTION • MUNICIPALITY APPROVAL IS REWIRED BEFORE INSTALLING INLET PROTECTION ON PUBLIC STREETS. • SPECIAL CAUTION MUST BE EXERCISED WHEN INSTALLING CURB INLET PROTECTION ON PUBLICLY TRAVELED STREETS OR IN DEVELOPED AREAS. ENSURE THAT INLET PROTECTION IS PROPERLY DESIGNED, INSTALLED AND MAINTAINED TO AVOID FLOODING OF THE ROADWAY OR ADJACENT PROPERTIES AND STRUCTURES. • A TWO INCH OVERFLOW GAP OR WEIR IS REWIRED ON ALL CURB INLET PROTECTION DEVICES. • TRAFFIC CONES, WARNING SIGNS, OR OTHER MEASURES SHALL BE INSTALLED TO WARM MOTORISTS WHEN THE INLET PROTECTION MEASURES EXTEND BEYOND THE GUTTER LINE. • 2'X4' WEIR PROTECTION: BEND MARE MESH AROUND THE 2" X4' BOARD AND STAPLE TO THE BOARD. BEND WARE MESH AROUND THE BOTTOM OF THE BOARD, THE CURB OPENING, AND ALONG THE PAVEMENT TO FORM A CAGE FOR THE ROCK. ROCK BAGS SHALL BE PLACED PERPENDICULAR TO THE CURB. AT BOTH ENDS OF THE WOODEN FRAME, TO DISRUPT THE FLOW AND DIRECT WATER INTO THE ROCK FILTER. STACK THE BAGS TWO HIGH IF NEEDED. 2-X4' WARE (HOG WIRE) WEIR PROTECTION THE FILTER FABRIC AND TIRE MESH SHALL EXTEND A MINIMUM OF 12 INCHES PAST THE CURB OPENING ON EACH SIDE OF THE INLET. FILTER FABRIC SHALL BE PLACED ON 2' X 4' WARE MESH TO PREVENT THE TUBE FROM SAGGING INTO THE INLET. ROCK BAGS ARE USED TO HOLD THE WIRE MESH AND FILTER FABRIC IN CONTACT WITH THE PAVEMENT. AT LEAST ONE BAG SHALL BE PLACED ON EITHER SIDE OF THE OPENING, PARALLEL TO AND UP AGAINST THE CONCRETE CURB. THE BAGS ARE INTENDED TO DISRUPT AND SLOW THE FLOW AND ENSURE IT DOES NOT GO UNDER THE FABRIC. ADD BAGS IF NEEDED. ROCK BAGS 2' GAP 2'X4' WIRE MESH FILTER FABRIC SECURED TO 2'X4' WIRE MESH ti FILTER FABRIC � SECURED TO 2'X4' \! WARE MESH LEAVING \ 2" GAP FOR 4� WIRE OVERFLOW BETWEEN MESH TOP OF INLET THROAT AND TOP OF FABRIC l EXISTING CURB INLET (ALL TYPES) lm;p CITY OF FORT WORTH, TEXAS REVISED 04-30-2021 2"X4" WIRE WEIR 01 57 13-D430 CURB INLET PROTECTION EXHIBIT B - EROSION CONTROL DETAILS REVISED IN 2018 ISWMTM TECHNICAL MANUAL CONSTRUCTION CONTROLS WEIR ROCK CHECK DAM VIEW LOOKING UPSTREAM I FLOW- 112 D 2' MIN. CROSS SECTION A -A D t D i N.T.S FILTER FABRIC N.T.S. DAM VATION SPACE BETWEEN ROCK CHECK DAMS N.T.S. NOTES: ACTUAL DIMENSIONS OF THE CHECK DAMS SHALL BE DESIGNED BASED ON FLOW CONDITIONS IN THE DRAINAGE SWALE OR DITCH. PROVIDE CALCULATIONS THAT DOCUMENT THE FOLLOWING PARAMETERS USED TO DESIGN THE CHECK DAM. -HEIGHT OF CHECK DAMS (D) BASED ON SWALE OR DITCH DIMENSIONS AND FLOW CONDITIONS -SPACING OF CHECK DAMS BASED ON GRADE OF THE SWALE OR DITCH. TOP OF DOWNSTREAM DAM SHALL BE AT THE SAME ELEVATION AS TOE OF UPSTREAM DAM FIGURE 2.1 STANDARD CONSTRUCTION DETAIL - ROCK CHECK DAMS (1 OF 2) CHEC REV SED""' EXHIBIT B - EROSION CONTROL DETAILS REVISED IN 2018 ISWMTM TECHNICAL MANUAL CONSTRUCTION CONTROLS ROCK CHECK DAM GENERAL NOTES: 1. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.9 CHECK DAM (ROCK). 2. STONE SHALL BE WELL GRADED WITH SIZE RANGE FROM 1 1/2 TO 3 1/2 INCHES IN DIAMETER DEPENDING ON EXPECTED FLOWS. 3. THE CHECK DAM SHALL BE INSPECTED AS SPECIFIED IN THE SWPPP AND SHALL BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SILT ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC. 4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD OF THE HEIGHT OF THE CHECK DAM OR ONE FOOT, WHICHEVER IS LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF PROPERLY. 5. WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE IS EMPLOYED, THE CHECK DAM AND ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. FIGURE 2.1 NOTES ON ROCK CHECK DAM (2 OF 2) REVISED EXHIBIT B - EROSION CONTROL DETAILS REVISED IN 2018 ISWMI TECHNICAL MANUAL COMPACTED EARTH BACKFILL ISOMETRIC PLAN VIEW 5' MIN. CONSTRUCTION CONTROLS STEEL FENCE POST MAX. 6' SPACING, MIN. EMBEDMENT=1' WIRE MESH ,,,-BACKING SUPPORT 4x4-W1.4xW1.4 MINIMUM ALLOWABLE, TYP. CHAIN LINK FENCE FABRIC IS ACCEPTABLE 6" MIN. N.T.S. 6" MIN. TOP OF STONE,EACH SIDE OF SILT FENCE SILT FENCE OVERFLOW STRUCTURE N.T.S. FIGURE 3.28 STANDARD CONSTRUCTION DETAIL - FOR SILT FENCE (1 OF 2) SILT EXHIBIT B - EROSION CONTROL DETAILS REVISED IN 2018 ISWMTM TECHNICAL MANUAL CONSTRUCTION CONTROLS SILT FENCE GENERAL NOTES: 1. DESIGN SHALL SHOW ON THE DRAWINGS THE LOCATIONS WHERE OVERFLOW STRUCTURES SHALL BE INSTALLED. OVERFLOW STRUCTURES ARE REQUIRED AT ALL LOW POINTS AND AT A SPACING OF APPROXIMATELY 300 FEET WHERE NO LOW POINT IS APPARENT. 2. DESIGNER SHALL SHOW ON THE DRAWINGS THE LOCATIONS WHERE SILT FENCE IS TO BE TURNED UPSLOPE AT THE ENDS. UPSLOPE LENGTHS SHALL BE A MINIMUM OF 10 FEET. 3. POST WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 4. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. 5. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. 6. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT POST OR TO WIRE BACKING, WHICH IN TURN IS ATTACHED TO THE FENCE POST. THERE SHALL BE A 3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 7. INSPECTION SHALL BE AS SPECIFIED IN THE SWPPP. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 8. SILT FENCE SHALL BE REMOVED WHEN FINAL STABILIZATION IS ACHIEVED OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE IS EMPLOYED. 9. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. 10. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.5 FIGURE 3.28 NOTES FOR SILT FENCE (2 OF 2) SILT FENCE REVISED EXHIBIT B - EROSION CONTROL DETAILS REVISED IN 2018 RADIUS LENGTH (MIN. 1 WIDTH 20'MINRR < 5 AC SITES TRANSITION TO 1 F> 5 AC SITES PAVED SURFACE OR MUST FLOW AWAY FROM ENTRANCE PLAN VIEW ISWM- TECHNICAL MANUAL CONSTRUCTION CONTROLS LENGTH AS SHOWN ON PLANS GRADE TO PREVENT RUNOFF FROM LEAVING SITE FXIRTIMr. rRA11F PROFILE VIEW PAVED SURFACE N.T.S. GRADE TO DRAIN AWAY FROM STABILIZATION AND STREET PAVED SURFACE 40 i R.O.W. N.T.S. ENTRACE MUST BE SLOPED SO THAT STORM WATER IS NOT ALLOWED TO LEAVE THE SITE AND ENTER ROADWAYS FIGURE 3.29 STANDARD CONSTRUCTION DETAIL - STABILIZED CONSTRUCTION EXIT (1 OF 2) STABILIZED EXHIBIT B - EROSION CONTROL DETAILS REVISED IN 2018 ISWMTM TECHNICAL MANUAL CONSTRUCTION CONTROLS STABILIZED CONSTRUCTION ENTRANCE GENERAL NOTES: 1. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.11 2. THE THICKNESS SHALL NOT BE LESS THAN 6 INCHES. 3. STONE SHALL BE 3 TO 5 INCH DIAMETER COURSE AGGREGATE, NO CRUSHED PORTLAND CEMENT CONCRETE ALLOWED. 4. LENGTH SHALL BE SHOWN ON PLANS, WITH A MINIMUM LENGTH OF 50 FEET. 5. THE WIDTH SHALL BE NO LESS THAN 20' FOR SITES LESS THAN 5 AC, AND 30, FOR SITES GREATER THAN 5 AC, AT ALL POINTS OF INGRESS OR EGRESS. 6. WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY FROM BOTH THE STREET AND THE STABILIZED ENTRANCE. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED SURFACES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES MUST BE REMOVED IMMEDIATELY. 8. THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 9. INSPECTION SHALL BE SPECIFIED IN THE SWPPP. FIGURE 3.29 NOTES FOR STABILIZED CONSTRUCTION EXIT (2 OF 2) ST ABILIZED CONSTRUCTION EXIT EXHIBIT B - EROSION CONTROL DETAILS REVISED IN 20199 iSWMTM TECHNICAL MANUAL CONSTRUCTION CONTROLS 10' MIN. EDGE OF PLASTIC LINING � � SANDBAG" \ I I ►- A A VARIES SEE DESIGN CRITERIA / A \ 'SANDBAGS MAY BE REPLACED BY A / BERM TO ANCHOR IL THE PLASTIC LINING. 10 MIL. MINIMUM PLASTIC LINING CONCRETE WASHOUT PLAN VIEW N.T.S. SANDBAG" 10 MIL. MINIMUM PLASTIC LINING 2' MIN. T MIN. CONCRETE WASHOUT SECTION A -A N.T.S. CONCRETE WASHOUT NOTES: 1. WASHOUT AREA MUST BE CLEARLY MARKED WITH SIGNAGE NOTING THE WASHOUT AREA. 2. WASHOUT STRUCTURES SHALL BE CLEANED OUT WHEN THE STRUCTURE IS 75% FULL. TEMPORARY CONCRETE WASHOUT FACILITY SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY. FIGURE 4.1 SCHEMATICS OF CONCRETE WASHOUT CONTAINMENT REVISED WAST MANAGEMENT ISEDEXHIBIT B - EROSION CONTROL DETAILS REVISED IN 20199 iSWMTM TECHNICAL MANUAL FILTER FABF NCTCOG 803 CONSTRUCTION CONTROLS TYPICAL ROCK RIPRAP SLOPE PROTECTION SECTION VERTICAL FILTER FABRIC LAPS BOTTOM FABRIC i 0.5T VARIES �1 ROCK RIPRAP COMPACTED BACKFILL 1 �JO CO 00- L N J 00% 00, 1 - o 0 EXCAVATION G 00 LINE T _ T 6" MIN. BEDDING FILTER FABRIC N.T.S. ROCK RIPRAP TOP OF BANK DETAIL N.T.S. • ROCK RIPRAP DRY OR GROUTED AS SHOWN ON EROSION CONTROL PLANS T = 1.5 x d50 • FILTER FABRIC SPLICES SHALL HAVE A MINIMUM 18 INCHES OVERLAP dmin.= • DETERMINE GRADATION FOR d50 WELL GRADED STONE d50 = • MEDIAN STONE DIAMETER d50 AND MAXIMUM STONE DIAMETER d100, FEET d100= FIGURE X.XX RIPRAP SCHEMATICS OF ROCK RIPRAP (SHEET 1 OF 2) ROCK RIPRAP REVISED EXHIBIT B - EROSION CONTROL DETAILS REVISED IN 20199 ISWMTM TECHNICAL MANUAL CONSTRUCTION CONTROLS F- 5T ROCK RIPRAP 0 O 0 0 0(3ud 90( oo a 000 00 QQ 0 00 O 6" MIN. BEDDING L- O po- o0 O � ^� N VARIES \� O�� OCQJ�J 1 L On FILTER FABRIC ON EXCAVATION LINES 2T ROCK RIPRAP TOE OF SLOPE DETAIL FLOW ROCK RIPRAP-\ o vJu � o o vpo U009 000009 0000 o 0 0o0 0 000 000 2T 500 Re �. -y- r 6 MIN. BEDDING FILTER FABRIC ON 2T _ EXCAVATION LINES UPSTREAM ROCK RIPRAP TOE WALL DETAIL N.T.S. N.T.S. FIGURE X.XX RIPRAP SCHEMATICS OF ROCK RIPRAP (SHEET 2 OF 2) ROCK REVISED EXHIBIT B - EROSION CONTROL DETAILS PROPOSED DPAMAGE ARGG,NlA1roN5O.OA I � / us luwl am ior,ero�mmPmPn„u� .n uR Z u.(IPP..•ronAewErn 1 „ I >m I .m I,.m I PRm•row�.,,E,n 1 � m„ ,,m I us I.a u: lu, Iw•••rocwwn. ° � � oG , I ,, I:,w .m I., Imm•rom,..ma —'a� � , 1 ♦ /C // , om , .,, I.w un >m IP...•ro,,.swna I If a 1 � m s l < n l>w m Ivm Iw.P.roa.ww,.a ' t �„°` ♦ / � , w .m Pm .., .m la.0 luv.mrocwwE,n i ♦ > � P> :v u m IP.m Iww,rowN.rzw,N, ' � �.s- ♦ 5.7` ♦ / / � os. „ u,. 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SCALE: 1-W / D> '( O OEGCRIPIroN C�7E E^ I ag CITY OF FORT WORTH, TEXAS 3 (�7Fj�p�,E�[7��y'f fl 6F+ ruccAv ' Api±o.lYR,(AJnCk' �+A'rFx Eq a SEWER AND 9tASETLIGM D.IPROV&.ffiNIS d �YRONTERA PHASE 5 p s PROPOSED DRAINAGE AREA MAP a a aF GENnA,ENwNWA,,,, a wl�kman NLLErvILLE,IF]fAt)EWR � iFY�A RRM,+1pAi66D 'v" P. oRAeverPN OE9iG„By JBM � � N,ffE G � 25 �av mn w y EXHIBIT B MATCH LINE SHEET 25 / K •.J` fps, t / � x I \ I II I 'o -A \` / — 1 , %.o 1 � t ( E DOSSER t�% P��EooaaxA�EM�G�Nu,�, >" I u.Au .w.a nou1N0:x. x I av un I ass I � �n: � ,v I as <.. I ass w..A,00.nwna un I av nAf w.e.owuoo®uc.n j LEGEND 6�r Gf MYl.)f!/[YVALIl GLnCW11GY[GM1V! Ilaff.YML •AJLop �.. GRAPMC SCALE 1� SCALEI =6V oE�P�« I oArE I I CITY {J/yOOFT�FFFOORPTT WORTH, TEXAS EXCAVA'RON, PANIq, OMAIHL sswPxnw sixaerGic� umxovswlr/s LA FR0Nj5jPjLASE 5 PROPOSED DRAINAGE AREA MAP _ ;;i; xj—fkman EXHIBIT B sxsrAre �kwwAr ua e\iu�i�sor� �ExASAxrA ra. ssP. 26 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN FOR SWALES AND DITCHES 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 or facilities described in "Exhibit A" shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into or throughout of the entire facility. Periodic silt removal shall occur when standing water conditions occur or the swale or ditch volume is reduced by more than 10%. Silt shall be removed and the swale or ditch returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time the facility does not drain completely within 72 hours of cessation of inflow. **NO STANDING WATER IS ALLOWED in a facility designed to convey stormwater during, storm inflow, but to be maintained for dry purposes only. Accumulated litter, sediment, and debris shall be removed and not exceed 6 months of accumulation or as necessary to maintain proper operation of the facility or facilities. Disposal shall be in accordance with federal, state and local regulations. The facility or facilities as described in "Exhibit A" shall be mowed monthly at the minimum, between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream outfall structure a wire mesh screen or similar screening device shall be installed over or around the structure until final acceptance. Preventive Maintenance and Inspection • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of all maintenance actions, and inspections. The log should document the condition of the facility or facilities primary components, mowing, 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. FORT WORTH " EXHIBIT D" STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST FREQUENT INSPECTION Inspection Item: Remove: Trash and Debris Remove: Grass Clippings, Leaves, Etc. Inspection Item: Overall Condition of Facility Amount of Silt within the Facility Amount of Ponded Water within the Facility Inspection Item: Evidence of Cracks or Missing Concrete within the Facility Evidence of subsidence around or within the facility Evidence of Roots, shrubs, or trees Infiltrating the Facility Date: Repairs Required: MINOR INSPECTION: Date: Repairs Required: MAJOR INSPECTION: Date: Repairs Required: Repairs Made: Repairs Made: Repairs Made: on Fort Worth Stoamwater Management Notes: Notes: Notes: