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HomeMy WebLinkAboutContract 58809-RV1Date Received: 7/18/2025 Permit No.: SWFMA-24-0078 Time Received: 1 2:53 p.m. City Secretary No.: 58809-RV1 REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into by and between GBTM Sendera. LLC, a Delaware limited liability company, Acting by and through GRBK Ed2ewood LLC, a Texas limited liability company, its duly authorized Development Manager, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the Matthew Ashton Survey, Abstract No. 1, in Denton County, Texas according to the deed recorded in Instrument No. 2020-132253 in the Deed Records, Denton County, Texas, hereinafter called the "Property". WHEREAS, the Landowner applied for certain development permits for the Property with the City of Fort Worth in approximately February 2023, however the anticipated development did not subsequently occur; and WHEREAS, the Landowner and City executed a Stormwater Facility Maintenance Agreement ("Agreement") for the drainage facilities anticipated to be constructed during development, and which was filed with the City as City Secretary Contract No. 58809 and which is recorded in Instrument No. 2023-10031, in the Deed Records, Denton County, Texas; and WHEREAS, the Landowner and City wish to revoke said Stormwater Facility Maintenance Agreement because it is moot by virtue of the anticipated drainage facilities OFFICIAL RECORD REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY Revised 03/01/2022 BN Page 1 of 4 FT. WORTH, TX having never been constructed, and it is in the interest of the parties to revoke the Agreement; and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Stormwater Facility Maintenance Agreement (City Secretary Contract No. 58809) recorded in recorded in Instrument No. 2023-10031, in the Deed Records, Denton County, Texas is hereby revoked, and the obligations of the parties as stated therein are mutually terminated. 2. The parties to this Revocation represent that the foregoing recitals are true, that they possess sufficient interests in the Property to make this Agreement, and that they are legally authorized to execute this agreement. 3. This Agreement shall be recorded among the deed records of Denton County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. [THE REMAINDER OF THIS PAGE TO REMAIN BLANK] REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT Revised 03/01/2022 BN Page 2 of 4 Executed this _ 1 7th day of July CITY OF FORT WORTH 00�1 ---) lesica McEachem Assistant City Manager City of Fort Worth Date: 07/17/2025 Approved as to Form and Legality: M, 1<E1/f;W And&rk' /l M. Kevin Anders, II (Jul 15, 2025 09:06 CDT) M. Kevin Anders, II Assistant City Attorney City Attorney's Office Date: 07/15/2025 poiinn FORt�ad ATTEST: �o ((� OaQIl nE4p5a4 lannette S. Goodall City Secretary 07/18/2025 Date: 2025. LANDOWNER GBTM Sendera, LLC a Delaware limited liability company By: GRBK Edgewood LLC, a Texas limited liability company its D lopment Manager By: Aaron Guthrie Its: Authorized Signer Date: 6/ y 1Z.5- Contract Compliance Manager: By signing, t acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Kandice Merrick Planning Manager Date: 07/15/2025 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT Revb d 030=2022 BN Pape 3 of STATE OF TEXAS § COUNTY OF TARRANT § This instrum July 17th 2025 nt was acknowledged before me on by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. KATHLEEN BRADFORD Notary Public, State of Texas z a� Notary Public *® STATE OF TEXAS y Notary LD. 12797197 My Comm. Exp. Apr. 12, 2027 LANDOWNER STATE OF �� § COUNTY OF _�4,� ti i(1 § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Q� on this day personally appeared Aaron Guthrie, Authorized Sinner, 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 GBTM Sendera, LLC, a Delaware limited liability company, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20 1,5 F KRISTY LYN CHANDLER NO c, Stae of Notary ID #129770238 My Commission Expires oF�+ April 1, 2026 REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT Revised 03/01/2022 BN Page 4 of 4 Denton County Juli Luke County Clerk Instrument Number: 10031 ERecordings-RP AGREEMENT Recorded On: February 06, 2023 01:57 PM Number of Pages: 37 " Examined and Charged as Follows: " Total Recording: $170.00 *********** THIS PAGE IS PART OF THE INSTRUMENT *********** Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY because of color or race is invalid and unenforceable under federal law. File Information: Document Number: 10031 Receipt Number: 20230203000332 Recorded Date/Time: February 06, 2023 01:57 PM User: Calinda B Station: Station 20 STATE OF TEXAS G�UN� J COUNTY OF DENT f I hereby certify tha printed hereon, and G Juli Luke Record and Return To: Corporation Service Company ON t this Instrument was FILED In the File Number sequence on the dateltime was duly RECORDED in the Official Records of Denton County, Texas. 846 � County Clerk "' Denton County, TX DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF Date Received: 2/3/2023 Time Received: 11:06 a.m. Permit No.: SWFMA-22-0096 City Secretary No.: 58809 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS STORMWATER FACILITY MAINTENANCE AGREEMENT (the "Agreement") is made and entered into this 3rd day of February , 2023, by and among GBTM Sendera, LLC, a Delaware limited liability company, acting by and through GRBK Edliewood LLC, a Texas limited liability company, its duly authorized representative, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property situated in Denton, Texas and being situated in the Matthew Ashton Survey, Abstract Number 1 in Denton County, said tract being described by deed to GBTM Sendera. LLC, according to Instrument Number 2020-132253 recorded in Deeds Records, Denton County, Texas, hereinafter called the "Property"; and WHEREAS, the Landowner is proceeding to develop the Property or have the Property developed on its behalf in accordance with the Site Plan/Subdivision Plan known as Madero — Sendera Ranch Boulevard, incorporated herein (as approved by the City and the "Plan"), that provides for management of storm -water within the confines of the Property; and; WHEREAS, the City, the Landowner and its successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that temporary on -site stormwater management facilities (the "Facility") be constructed and maintained on a portion of the Property in accordance with the Plan; WHEREAS, the City requires that the Facility as shown on the Plan be constructed by Landowner at the location and in the dimensions shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property") to be owned and maintained by Landowner, its successors and assigns; and WHEREAS, the Landowner agrees to maintain the Facility Property until such time as permanent stormwater management facilities are installed to serve the Property to the DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF specifications required by the City, at which time, the Landowner shall submit an application to the City to amend or terminate this Agreement and if all required specifications have been met, to be determined by the City, in its sole discretion, the Agreement will be terminated. 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 shall, at no expense to the City, construct the Facility, in accordance with the design specifications for the Facility attached hereto as Exhibit "B". Upon completion, Landowner and/or its successors and assigns, shall maintain the Facility at no expense to the City in accordance with the current standards then in force and effect in the City and the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Facility includes swales and channels built to convey stormwater to the Facility, as well as vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that the Facility performs its design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. Landowner and/or its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facilities, as depicted on Exhibits "A" and "B" attached hereto. Components of the Facility that need maintenance to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken, if any. 3. The Landowner and its successors and assigns, hereby grants 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 and its successors and assigns, copies of the inspection findings and a directive to commence with repairs if necessary. 4. In the event the Landowner and/or its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF 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 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. 5. The Landowner and 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, Landowner and 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 fails 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 Denton 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, ITS SUCCESSORS OR ASSIGNS AGREE TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. THE LANDOWNER, ITS SUCCESSORS OR ASSIGNS COVENANT AND AGREE AND DO HEREBY INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER, ITS SUCCESSORS OR ASSIGNS TO TEMPORARILY MAINTAIN THE FACILITY UNTIL THIS AGREEMENT IS TERMINATED BY THE CITY. DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF 7. Landowner hereby covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. 8. This Agreement shall be recorded among the land records of Denton 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 until an application is made by the Landowner to terminate this Agreement upon completion of permanent stormwater management facilities constructed to the City's specifications. 9. Upon completion of permanent stormwater management facilities serving the Property Landowner shall submit an application to terminate this Agreement and pay application fees in effect at the time of submission. If the permanent stormwater management facilities are complete, as determined by the City in the City's sole discretion, the City agrees to terminate this Agreement. [REMAINDER OF THIS PAGE TO REMAIN BLANK] DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF Executed this 3rd day of February CITY OF FORT WORTH Z-4wa &aL40a Dana Burghdoff (FeY 1, 2023 025 CST) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Feb 1, 2023 Approved as to Form and Legality: Fv45 Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Feb 1, 2023 ATTEST: Jannette S. Goodall City Secretary Date: Feb 2, 2023 2023 LANDOWNER GBTM Sendera, LLC By: GRBK Edgewood LLC, its Development Manager Dacu3ipned 6Y: By: °�efol�,_�f Saw�uGl, Bobby ari�i�i,9ifisorized Signer Date: 1/30/2023 1 10:36 AM CST Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Rebecca Diane Owen (Feb 1, 202313:41 CST) Rebecca Owen, Planning Manager Development Services Date: Feb 1, 2023 STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev. 03101/2022 BN DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on Feb. 1, 2023 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth_ nYp BICH SON THI NGUYEN Bichson Digitally signed by Notary Public Bichson Nguyen t( J* STATE OF TEXAS Nguyen Date:2023.02.02 yen Notary I.D. 133389224 08:51:05-06'00' My Comm. Exp. Oct. 13, 2025 Notary Public, State of Texas STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Bobbv Samuel. Authorized Sinner. 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 GRBK Edeewood LLC. a Texas limited liabilitv comDanv, the Development Manager of GBTM Sendera. LLC, a Delaware limited liability comDanv, and in the capacity therein stated. i GIVEN UNDER MY HAND AND SEAL OF OFFICE this , �� day of 20 F4�li KRIM LYN CHANDLERNotary ID #129770238 y Pu 11c, to of FMy Commission Expires �� s�} April 1, 2026110 Adl ... A . i DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 1111712016 DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF EXHIBIT "A" 2.204 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 2.204 ACRES OF LAND SITUATED IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO GBTM SENDERA, LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2020-132253, REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: TRACT 1 BEGINNING AT POINT WITHIN SAID GBTM SENDERA TRACT, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "PELOTON" FOUND FOR REENTRANT CORNER OF SAME TRACT AND THE NORTHWEST CORNER OF A TRACT OF LAND DESCRIBED TO WS MINERAL HOLDINGS, LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2007-143782 OF SAID REAL PROPERTY RECORDS BEARS SOUTH 10"48'4W WEST, A DISTANCE OF 494.51 FEET; THENCE NORTH 00027'04" WEST, OVER AND ACROSS SAID GBTM SENDERA TRACT, A DISTANCE OF 344.68 FEET TO THE SOUTH LINE OF A TRACT OF LAND DESCRIBED TO SWG PIPELINE LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2018-138132 OF SAID REAL PROPERTY RECORDS; THENCE NORTH 89"42'27" EAST, WITH SAID SOUTH LINE, A DISTANCE OF 53.29 FEET; THENCE SOUTH 00°27'35" EAST, DEPARTING SAID SOUTH LINE, OVER AND ACROSS SAID GBTM SENDERA TRACT, A DISTANCE OF 344.64 FEET; THENCE SOUTH 89040'10" WEST, CONTINUING OVER AND ACROSS SAID GBTM SENDERA TRACT, A DISTANCE OF 53.35 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.422 ACRES (18,377 SQ. FEET) OF LAND. TRACT 2 BEGINNING AT A POINT ON THE NORTH LINE OF A TRACT OF LAND DESCRIBED TO SWG PIPELINE LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2018-138132 OF SAID REAL PROPERTY RECORDS, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "PELOTON" FOUND FOR REENTRANT CORNER OF SAID GBTM SENDERA TRACT AND THE NORTHWEST CORNER OF A TRACT OF LAND DESCRIBED TO WS MINERAL HOLDINGS, LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2007-143782 OF SAID REAL PROPERTY RECORDS BEARS SOUTH 05"10'48" WEST, A DISTANCE OF 984.28 FEET; THENCE DEPARTING SAID NORTH LINE, OVER AND ACROSS SAID GBTM SENDERA TRACT, THE FOLLOWING COURSES AND DISTANCES: NORTH 00°27'04" WEST, A DISTANCE OF 895.44 FEET; NORTH 01°28'05" EAST, A DISTANCE OF 225.57 FEET; NORTH 01°26'37" EAST, A DISTANCE OF 393.52 FEET; SOUTH 89"32'24" WEST, A DISTANCE OF 62.53 FEET; NORTH 00°27'36" WEST, A DISTANCE OF 15.00 FEET; NORTH 89°32'24" EAST, A DISTANCE OF 63.03 FEET; Page 1 of 3 DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF EXHIBIT "A" 2.204 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT NORTH 01°26'37" EAST, A DISTANCE OF 67.33 FEET; NORTH 88"47'19" EAST, A DISTANCE OF 29.74 FEET FROM WHICH A 1/2-INCH IRON ROD FOUND FOR THE SOUTHWEST CORNER OF LOT 16B, SONGBIRD ADDITION, AN ADDITION TO THE CITY OF FORT WORTH, TEXAS, BY PLAT RECORDED IN CABINET H, PAGE 983, PLAT RECORDS, DENTON COUNTY, TEXAS BEARS NORTH 85°17'52" EAST, 905.39 FEET; SOUTH 00*27'35" EAST, A DISTANCE OF 1596.94 FEET TO SAID NORTH LINE; THENCE SOUTH 89°37'21" WEST, A DISTANCE OF 53.27 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 1.782 ACRES (77,612 SQ. FEET) OF LAND. Aaron . n, R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 71 Street, Suite 300 Fort Worth, Texas 76107 682-747-0800 TBPELS Firm No. 10194382 Page 2of3 GNSTrW* o AARON C. BROWN •.y..u..r..............% .. 6702 4 v July 26, 2022 DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF MATCHLINE 1A 0 TRACT 2 0 1.782 ACRES 00 _ 77,612 S.F. N WILLIAM GAFFIELD SURVEY LOT 168 ABSTRACT No. 332 SONGBIRD ADDITION CTMGT ALPHA RANCH, LLC CAB. H, PG. 983 C.C.# 2012-85300 P.R.D.C.T. R.P.R.D.C.T. 1/2-IRON ROD z° GBTM SENDERA, LLC o I,,, C.C.# 2020-132253 n J CV Q R.P.R.D.C.T. O v�i 0 z U-I Q POINT OFCL BEGINNING swc PIPELINE LLC �_ GC#2018-138132 TRACT 2 R.P.R.D.C.T. fL12� f � f_L2, oaI 1 Nr 001 TRACT 1 3 f 0.422 ACRES + 18,377 S.F. o i J —j POINT OF N f � J BEGINNING Q TRACT 1 �c�n z 1 L4 f 0 2) 1N APPROXIMATE SURVEY LINE "E .. L 10 NS 905 g9' � L9 L7 (PRIVATE SWALE No. 1) rn I:p rn 14 r Ld O � z � J C14 Q 1n w a CL LINE BEARING DISTANCE L1 N00'27'04"W 344.68' L2 N89'42'27"E 53.29' L3 S00027'35"E 344.64' L4 S89'40'10"W 53.35' L5 N01'28'05"E 225.57' L6 N01'26137"E 393.52' L7 S89'32'24"W 62.53' L8 NOO'27'36"W 15.00' L9 N89'32'24"E 63.03, L10 N01'26'37"E 67.33' L11 N88'47119"E 29.74' L12 S89'37'21 "W 53.27' MATCHLINE 1 A 1!5/8"CIRF \\� 5/8"CIRF C.C.# "PELOTON" YING" IRF CIRF (REMAINDER OF) LENNAR HOMES OF R.P.R.D.C.T. W WS MINERAL TEXAS LAND AND s HOLDINGS, LLC CONSTRUCTION, LTD P.R.D.C.T. C.C.# 2007-143782 C.C.# 2020-204878 R.P.R.D.C.T. R.P.R.D.C.T. dD.R.W.C.T. 0 W a m N i� HORIZONTAL DATUM: THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY OPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE o THE RESULT OF THE APPLICATION OF A SURFACE ADJUSTMENT FACTOR OF 1.00015063 FROM THE ORIGIN (0,0). DATE: 07/26/2022 EXHIBIT "A" PAGE 3 DRWN BY: S.A.T. 2.204 ACRE STORM WATER FACILITY CHKD BY: A.C.B. MAINTENANCE AGREEMENT SITUATED IN THE i OF PROI NO. 0112 MATTHEW ASHTON SURVEY, ABSTRACT NO.1 G CITY OF FORT WORTH, DENTON COUNTY, TEXAS COUNTY CLERK'S FILE NO. IRON ROD FOUND CAPPED IRON ROD FOUND REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS PLAT RECORDS, DENTON COUNTY, TEXAS DEED RECORDS, WISE COUNTY, TEXAS 200 0 200 1 INCH = 200FT. LJA Surveying, Inc. 3017 West 7th Sheet Phone 682747.0800 Suite 300 Fon Worth, Texas 76107 T.S.P.E.LS. Firm No. 10194382 DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF EXHIBIT "B" MADERO - SENDERA RANCH BOULEVARD CONSTRUCTION PLAN SHEETS: • DRAINAGE AREA MAP • STORM DRAIN PLAN & PROFILES • SWALE PLAN & PROFILES • GRADING PLANS • EROSION CONTROL PLAN I N i 0 50 ,00 100 ci i �knf�Nlh_n •I!! �< -- AP14iLPrgi.,-1 h.rY,r< ; 5`��1 : �- .. ..`\`, 1 n11Tr -- TOTAL DISTURBED: 15.5 ACRES -rlvl.WRA' IIII,R. � �-rR',•-V�['AIIHA•1: P 11r ..-� 1 (nNSIRLx'rIC�iT+'R +-. 1 w \� --- rx. •,A ,ru •--. I ,RAL IVx I'I.LNI• -s- aR.`NIpARI, �N i:IT k,A MATCH LINE SEE SHEET 27 OEIY SE40E J• ILL, :CIC6E�-I=:_T .f' pNIs Lt OCT A]]B= - - LB1M `Ex.[[Re. LS -nAa.x[R WA. S7 j y Ta4E:A LNI[ IFI_ I'1 &� w f Win! CEx([ GOT. 1IND114. LLC e :-Thc,1 - --- WAS. wn N00AREA R S � \ `AS• TTr i6L, r� 1 NG• r I T`r 11 ,I 1 17� J jj I I -ANLHOIF [V V •C,. 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LEArAW lTN °'.SLx; STRCEr1 -]N A DAL1 BA315 LARCH NAI(FLLL 5 NOT PEN 7FED TC• a.CV.VU,TE I,', ANr RLATLIi SNNEE15. USE P HASH wA•EP TO TWSH 1111 IErvT FRO. ITREETS IS PP]HIRITFD 5 CONSTIUCILYN ENTAN[E TO 6E ']E(ERLIINEO B• ERPER 6 ALL PARkLAND, IOF WAY (R= N( CORNEA CL,F5. MD TPAFF4 M'1DCR3 WILL BE "INTTINI ANC U W Br THE OOI+INACTOR FOR Hlcx GRASS AND WEEDS MR. 14 Dai S. ]. AN, PMKLANO, RMH1 OF WAr (NNWT. CORNEP rLIPS_ AND TPAFFIG w1 EPS Txur FILRE DISTORBEC II COI+STa4C7WN WILL BE PVT 11A(x M IxEIR D-IGINAL STATE Cr BETTER B N T-E IDTNT, "A'S HIS BEEN C•S11 61I Oa PRK ALAND, III TIE RlGnl LORNCP L•-IR&. uR i­I IC011RAC1a. ", RESTORE GRAS: ORa S WILL BE E57IBLI'y1EO AT 100; B• THE CONTRACTOR 9_ LR D ROx S/ .E— arlRA — IFU L E CLEM !OR SOIL WTI NG ROCKS TO EACH F,LL BErCAIE IAYNG GF SOB GR •rGPO SEFGINO, 10. GRACING TO BE INSPECTED BY PARO AGENT 617-392-5700 FITI TO SEEDING 6R S6G IT, DELI EF TICKETS OF CLEAN SOIL WILL BE FURNISHED A" a1 REOLI TR5 IS IN ACGORDAPCE WITH SECAON 33-I AS IT RELATES '� REST ORT OF THE ROW 12 FIR, LOCAIIOx OF G 11TE wASIC IND MA1[R145 STORAGE rG BE TIE TER.INED 11 INK FIELD, EROSGn ""`DL LE-S' III' CHANNEL [uDRA0N MEASURES .Av (•NLr BE ES AT NI FRONT OE 1NLCT5, IN CHANNELS ORaINA,r�Cw IA OR OORPOA' ANY C I Tx( R5K OF lIn1RALTGP LOxIRACIOR SHALL PETAAIry WBLf 0P ANY DALrAOE CAVSEO Br TIE 5WCKEES IN, LMIANL FLTHE RA. E xFLA MA. Fes+ DLIE m OFAINI O NR AN AT THE DITCHES 11 ; E AN, PROJECT. ILL 'IWTNO DRAINAC{WD AND ENEROw D11 TH 1N ;HE WORR DERO SHALL BC DRCOCCD OE ANk' I.. T HT GENERATED BT THE RROJECT OR CCROSRED AS A R[SULr aF cRcuc4 cvNrRaL .cuNRcc. v 0 0 m LEGEND I 0 SEDL ENr BARRIER LSE- - - - - - - - - - - - 11L 5H } ill A.x MYYAP v. ..RPIANN I ruu,Rx, �71 1NLE1 llOTECDOH > SURFACE FLOW MRDW ^! V 1 ROCK CHECx OALL +� CGNSTPUCTION v ENIPANLE : EKrr W IRNCx x Ln+w'N AREA I .+ WA'II' 111, 4alf l'uW'. 'IURA1{ �I. nTICIN I� J IELR R'R1 ELOIK"I'T-GN BASIN 4 J 4- 7 A OUT Lh J w� ` 0; v NIxoW4rN.IB�WRL 3ENCNLLARKS- ���� � j ARx x0 I EO J ] ARE CVl WITH 'k- IN '.ENTER AT B OF C1 1 )YI STA, 510E OF IT4FM ROAp A ': x . lIX f' AWNSTAr WAI CFNTFRI rtVF +FI FV 7 GF ]5?5F ill AI.I WITH '* + I }N111 AT H I NF , IMH nnm , LII M;rR N •.FNRuxr R,L,r Ar -VF•r'[Y Pr[Nl 11tMD kLLv IG5EC -pAiC_ I ?Er15,0N Br i.SWM CONST'RUCP[ON PLAN MADERO SENDERA RANOH BOULEVARD C17Y OF GONT WORT11 DENTON C.jUNTY, TEAS VIC wILLnWIry PIVrt F5T1A A ARV mI.A.TNes T520R mN.F-lsea oEsrA+ DRus I N—CT ND. MANI IMRRS tfiBD-0112 DATE 1y;T IpyL 5C.E .,w1C SHELTOx I 'M !A }` 1,,EEI NO 26 R R8 �n or V was v 0 m LEGEND I SEDIUENT 3ARRIER ISEC---------• O TOTAL DISTURBED] DETNL 5xT I 15.5 ACRES CURL H RM, RIPR.P O J CON1R{Sr 11�� IM[r PRDrE[iION y SURFACE FLOW ARROW c°Lr�t-AEIFiiA~RUI ice. LLc 0 ?[xl A.~-rGPPDC i'-0 ROOR CNECx DAM mes \� corvsre4cna0 Jy ENIRFNGC / (KIT W _ _ _ •�• i a• Watt ... !uW ]' WASIL ul1 Ru�C 4aa IENW'. I A� 1 ST9n �I / TExFCR.1, SEDINTN I,N BUTS. S� 1 D x CIECx rw i y� r _ n � OWSre�..[..uEP.n5` ����''NARl eli,�-I� �� Wr �.lT _ b.i,INiiE i iFin _ 1 - • -�. f.. ac .vfN PFIPV14P �J v. L tTDY `LnLCFa. rlr rrl rr a. •w 1` p UNIL, F..•..1 ier I PPP[ l —' I :nL?h VAN /� 'i• NJ /J'..+ �rt•I VP�� u -r rhr rnnran rnR cxvi .nNrerr NF rrvirnWNr: nr .,All r r • R �, II KAC a_ a BNewrNRL�hllpxc Q 1 y 43 HON PRIOR Fo -AI IN Ila; AR n 3ENCNIJARkS = �nrlT WONT. FATE° DEPANTUErn I -HI:- ] H/T-8Z4E 1ENCNNPR. x0 1 :•`- ECT r-RP6-332-BFIiT x ELCr TNN =DUNE CU, WIN - I, CENTER AT B.ur OF CURB 1 R' ELr.EP 809-_.?_.IIS yyNSTArLN xSK a,WAIT (F4TFA'IrF[ P ND s sFLWE5EV 75CIT I, � _1 (/LI ITIUN!I fir' ,` `�rx aW .IePTfu {lMMi9r,.Ian`, I-Nr'-:Nv-L]1: ':I EL rq , r.� /F• MTH ( PURIA[n - ,M: r ,t li% hnAr ATFN.A,, N'l 141,TRIa IWr NI vFR,rr t - -- --� _ F - �T � � � � r w I�NLP a �L: wxw 11711 ':•rlr F'� rrnr r p. •45 tr 1[i• N ANE R•tHFW IENIEI AT B-L. AT fiP•F Lx Ash. 1 "NNR T A HIH t -L T' H IfP PR F.: V4`FEN WL OE F!CNII tIr C.." kLLv ]GLSL SfirY.(R4C(Inn � ` � � 4 � �1/�• ' \ EaT FENCE iRF_'R5 FOIrvT UFi•E 1 NOI I. PI w CPERAI[a 'f5 LOC+IE ARD —.7— E?n PUErvr Sr.GnC III IT, a, I SlIJ av0 E:Vicx EFT IFrWWN -P 1 i I I / + PfeNTA r NE. COF S CTION tS�B� r0 SUBN+1 THE HOI- LOCAL. xLrr.iaN MC CON FITS IOR EF rN AC[D SE11IC WIIN L6CPL. PCE Px0 eJ5 FEC£F4 R[OViFENEViS FOR EB"]DN 410 SE04ENI CONTRA EICEO wesT TnITLwrvE_ e" a _ _ ..._ _ _ _ _ _ ...... -- _ �wA - - 1 1 PmWF r nPT.Rar.TP 5x41 INNffiai£L r N«cn4NLSN N 1 FGiI'ItBFDIDN DAI( PCvi LnN D; - . nl IN[ r FI TTInN T 'ivlN[rI w rR;ttf'F•11 n r ' 'h • , aLl , N NAIN WAL Fr iw<TFD TRtW: x INN;TRl'ri5W'N CONSTRUCTION PLAN :EIIL£RA, LL, - IAlx[rI r TAR I.NIR/l, a ESP( rM lrkr r 4mnf.rrJI E- IN-1'� ,�N I:RLN `'HI4L •''.'GL 11RLLr .-p CANI., .N P.TBIw� ITHTCr; 1. A Vul I Pal' CARTIT 1 •. PO RC, wTERUL IO NOT r uln[D ,D a,f xNVLArE ON ANr F'VBLIC f Pl= GBTN SENpCRa,u_E , FAST ..TCP 10 WAS. -CDRAENT (PF4 <TFEETS IS PP�»IIBRED r: SDND 13E_Bi 1�1 S 5 CCNS'FUCTIDN ExrRANrE To DE CETERMINED Br OWNER ``----- MADERO ------------------- �`'� BS:ONE R L D ALL P,Pk A 0. al; : OF M. IP W) 9 NER ;L PS. AND d FW SEIVDERA RANCH ERSWU WILL BL AND NorrEO BI INE co TRACT FOR NINI­C +E. xuNTAN­0Ca•E `'`--- - -- NEEDS x'ERr ------------- AN. PaR —D IN-7 Or w CIFIEF ,LIPS .ND TPPFNc BOULEVARD RIJCx r,4,-I may, 43L' 1 DI IEP, TMAf WERE DIyTl1RE3EL. L.IFIW, CONSTP -CTIIM WILL BE PUT tlrP• 1 pA._. fl IRf rvi-F_ ;IPTL r[ NTTNR MATCH LINE SEE SHEET 26 N ' F f E1J1E F. -'1- LEEI. -1-111F r I AAF,I D 1r NIL,III N I I{ i I IRI WUF•(11 - 4N Ir'ANr RWNCN:.: 'rl,N.tt lrxl N"I.a. vI<IUVL yL„ IAiA1': FwTaHU`.HLhLP itt0' Sr INE CV LIE N7I,IIV I YiUNT7, TE•P',P 5 'w'S/ uECwn I_.SE L IUR w USE 1 -1 -D SOIL P�_ Mnn c4 R,+hRpCrS Tn Barn Frll BETORC LLYNG OF L SOU OR n10R0 SEECnE WYu. �3 10. GRAC Nr, TO BE •,SPECTED BI PAR: AGENT 81]-392-5]00 FMOF TO alOr,W Ge rr''Wry LGf62AOr10 cc S'lLIiINC UN SOtl DAII TK.,L M206 FRN-F.,118 E'q 11, DELIVERv TOISS OF CLEAN SCW FILL BE FURNISKD ALIP OR REOUESI MRA ft RN THI$ 15 IN ACCOPp NCL WITH 5ECTON 3]-I AS IT RFLF ES TG L.x ­Cl NO e$ RESTCRAT SN OF THE ROW NAwIi —5 NINGO-OI,2 I, FRNL L4CAlI0N OF O-TE WISIC AND 1/AlEAIlLS STORAGDE TO BE LATE T t02] 3� DEIERxi NED I, Irk FIELD I VCaIE EFRS%1C4$.s�kRdOL...�AEIiLRK.-IYRTrl K# EROSIi rJ rONTROL VEASURES A ONLI BE PUC(D 41 FROM Or 14LETS IN ' A'L I rA I IgRl N10' Y CHANNELS DRryNAGEWar$ OR BORROW DNCIES Al TNL RISK 01 COxTRPCiOR .uLiC NELTox WWI ^/A L'ONTRACTOR SNALL RENAIx LIABLE TOP AM DANALE CAVSED Br Tx[ lR IU £ • DRtA U50PAlI AND 6 aRII C(INCLUSKJN EF R FRp,ECT, 4LL rx ELS. f n aL� SKEI DRur-u[EMAxS AND 9:rF:f.Ow ORGIES iN FIE FORT ZCJ+[ STALL B[ DREDGED -I 0 My GAGGED 6SNTROL LG Eo EG. TNL PROJECT OR XRVS{TED IS A RESULT IC RH ]L11 Z7 as Dr FT sxL[15 OMNAfik IAIlA RIINpII u n - V1 MT —gym— — T�fr�(A T�► F�7�E/fir � � ANG AREA IKEI RL� LL�i�L�NIIiW� M9 GLOM TMII OF LAO pTpXAlNT 60xME MIL! MGIlN TNALS111M! II RIEL i1M! TMKL ICI! rrIMrSL 1N! OM[lXrilAl Mr _ ' /I 01[ly)7)?6] IMNUTE6] IMMUTEEI IMIMITj31 iYWUTKI ILENUIEN �� � `\` � z ' 0 J $ ~ 41 I — f N I r a I -I Li+ETEatE AND N Er OF ALL Ft 141 P(AINP d� c rlliLl i Lf RE ML CFAWINCE'PC �TBTNNED r ROM AVAAAffiE RECORDS U Lx ARC W. E.-IMAFF. aS NERVEN rHE PE5 5IB'LL`, F NDk EIYrrEEN _ B ASS}MCC ANY PNE co IVWrt'. FOR UTUPIEC PWOR rp— fCN51RUCrbN THE LOrvSMCioR EHALL RE REOUWFD a`•p - IUNEs SxOvm`AVD/oP a4N OMER ur{LEkcRoucrvL Y NILITIB R.1 rs PF-IN, CP a07 SNDw>+ CN TIE PLANS r ONTRAr T(x+ II 4 vEFrr! �r, 'XrZL1NlAL aM vERTICAL �� I �• \%P a >j2O20 L!KATIDN?. ' XL Ehr:.Tlui. 11-LINES VF6R I'r _i+i�; WCr,i 4"il IIMC r. r'NYIFrI-Nttll _ - E'•r.e1Fw Il••w FAIy , IMx[frlANl. rx r NIT CN�:M[ER p'.f.FCPAN� R,'i{r I A SCE 4'PM]N:P ISWN p5-_:-Olbl rGp r.rMPLf1E �� 1 � I I I \ :1'-r[xNENTNn�I :N FWW can{ pCwrvSrR{AM A„ESNCM 99 DESIGN CRITERIA NATIOUAL LET{ D Ur JESION - nrs, .N EPE�VENrr :Al i L!':�C{r ;WA7EM 5 rCAk INY 'L •-LU ;r[N - ICN rIf + II.Y r-pi fl r rw"IrL - I[xl YEAH . _ Dol.S rt1R RE INFf rNi Er' fl'VNC RE IF T.pr .. ONI; FDk kEINFryPf EN ")NEPETC BOs • DD19 CUP $"E7 vu- Rs PAINFALL OITCNcM FROM {T, OF FONT WORM STM ERAIN "`NU RUNOFF OOErr, I s RESIDENTIAL A-5 :.... r_V.OJ IP79E Er15n NG CONDInONS .. C=O3 LEGEND Y s � � � � � pRAiNAGE prv[IE L•S FKIw o STORM DRAM S'ST. rAK —RM DR4N SISlPu A- AREA DE5S4 W-1 EqN RAF1A4AREA ACPEAr, EDZ=', ex G —� 'i51Pia.;f fL'1w ARfM1iW Y3 Y� �w s as '- oo ' �` I CA"w-I IM TIME Cr f.?HrCNrRari+,N IL" PA-.- 4S _ �`_ _\_ems.• _ �; �I v O 0 NOTE ITE CCNI ACTOP SIT— [ONTACI TA FDLLG INF AT LF LST _m r. A! NDJRS PPICP 10 E—VATING IN lrp< AREA. rear 'wORTX W}rCR DEPAF1ME1rt I-!'r-392-44 G A'xGV GAS I -No_- 5_N S L' ELEC lK MLVERr I-500-III-91 W —TLP MxAl+.w .xt SHxlr Tntx "kI r wl wl, -SI-59C-I. If W rHWW I r f iIIRR xe'iIiIN.-'d [r AA'.11tl rFt. rIN II Afi, ',M. r/A rT� � n- Q 91J M l v� ado 0� 4 CVTT Aftf.LCCT No. 1o3TJU FID Io1.I-mlpa31-rnrT00-EOTI'B`: 211(s. W- bA 1 WY_rtri rr i b5 k � I W'. lJJ ErowMIWi11rllpxc v 3ENCNWARkS- J 3[Nm x0 I C, 't iN CENIER or E-5 OF CxN! 1 AO 13- $WITH IN ;'ETA, `IT F4 RLINIF+RCVA i 5' WC51 rc MIN TA, NLf rCNTFXIiNF + FI CV I5?xE {I N N.A'. NI W1I RI{`H I IIIII I AT H.Lx i,I fix•F .u14`F[N R•L'{C RUNI -LRxwT HL•. kLLv ]GC.EL _CAT(_, oCvi IfrN _R_; DRAINAGE AREA MAP EXISTING CONDITIONS MADERO SENDERA RANCH BOULEVARD CIT, ul EIIF'1 Wf4I+IK TL-N WAF F' I . F'AII MINI y EI,J(,INEFFIf Ir, LtlWIrrrl samosa crau�"��r�rL�My I'Ir�rsFs 31 LL�W41A 01eas, rear E510E FPN-F19A8 ��" ;vllosca ua w+aEcr No dfwx rlPifS u1600-6112 lwrr u[r NIZI x • frAz - gin' uulL 3xI,.LTIXI` 1RLR ^/A ? SKEI NJ. x L P to xa tor. OF10 W' IS a 0 M T. ""71=7 't' 71. TAEs 0 TPA IN 11 "1 LIE E E WE.." L A 1 V2 LIE k!. JL 7i, 1. 1 1 11 .1 1 E.A., A., I 1., 1. 1. I TA — r-tc AM- LIE AWN -,F ALL NDERM­Eb1r10% iilCal .I.R IT ­11. 13—o— NOR ENGINEERgig Nh U ON 7/F L,TvT,171, T,f �~WEk w[PE 6ETmFb ­T_ I I-W —lAE1L EC II I --D -1 —1-WE EAT TAKE LF10— WASLlFEF5 To PlE,,WCooT A� 0 UNES S,,� kND— OWR uNDEpEIROuNDE� or Mc cR IoET 3.o.. ol,l . . — . — — 11. .1. 11. -n CONTRA TtlV SHALL v Affl HCRIZOM74 ANP W T R­FC7 1037fD L,�CKT, 5 lAL C�ISTIC. IITCITEF� ­­ TO "T: i—,. A. r.i i,.a,(i, A, rt, I,,- v, ., W, cIv!IljcIV DDWIISIPGM ASMSIIE.l V�_ �a. 0 % L___1 I n- % v A. LEGEND l)AC 'I E—Cl RW TAI 3ENCHUARKI, 50IAPE C,I l, CENTER AT, — OF C� 7,Q-­ 5oE or �L,N� 1CLAD .5 �51 CAr 1-1- 74— "NS— WA, I.V.NTFRLIIIE ELF',, 711?61 —A K11-- •ENTER AT 11. ,1 I...0 D'A .:, �A A. AE.* . . .. ... . 1( `1 WE 1 F1 WSG. 101.1 -ILI -I.— r0NA,,'4A,)EI kL,-* r­ (A1!-AAE-1 -$� 11EAE �,T— ANUD DESIGN CRITERIA "T OVERALL DRAINAGE I PAIL)NAL UU,v,I LL,11A AREA MAP 2 LETI-AoEQL-E C1 All, INTERIM CONDITIONS CLOSED S151E- 5 rE- �A) CL B] CLEM) SYSIE,o )w YEAR Z, (0 OPEN CHANNEL 100 YEAR \17 �7., MADERO Alcwfw tE12 Twe or DD15 FOR RE"FORKED CONCRETE p. oc,19 Fop sw.rl / W7T;Rs SENDERA RANCH "ALL .tr.sn, rp.nm :-, OF All I I vvol,7m DFAT, -UAL BOULEVARD R IjnFl` C.rjEFFKqENT$ 1 WEENTIA. A-5- r7 1— 195 t,l Till, I T, OF f (,F r Wt IRTH. Tj XA, POEW-. MlIP1,L ENGINEEF1%, DIVIS014 A 61 'A I Aph.Fl� 7, 19Om BEA 11 m. _1G WA TlE�CT No IL ep %', _ , — , . .. — — -- — __ — WE "A I,IE m0hl­ TkLk­"� AT LEAIT A/ Am Ai,rA TT 1111T 11T 1 *11" 1111-11111 5!­61. &W "I SmEM ,o SE 32 V­ —Ull-R I-K5 Tp To c�nl v O _m NmEs .34 K E [k15scwcE AND LOCATION or ALL uNoc[ckouwD �S 5"� 93192 \ O THE 5—H ON THE DR NGS WERE OKAINEO ' \ LINE S03 BI J FRII A AUL LE kE0RID5E AM API „ORPPROx�NIRE. '� �\ 5, 83,m A, SLIM urr RESROrrSIBl�Ir FOR "L."E5 RRIUx TO 1 m /� O� N 0 ] CUNSIRLK r10x IHE Clyh1FIS 1LRR $HILL BE FEOLYRED In "al[ ` _ 51, �9} 4!2_3 IIwC AJn RRrCIu1T.iNu+LIE-INES IC, PRVTL CT ALL OSI I PIALK S—IF I 01 IxEs sx[rWN zNP/VR ArI� VT.F. ulm[Y�3k.3I:NP lkll; ND, GF R[CORO DI 101 5N0Rry ON TiE '� \\ 60> 5TI 2.0 612 I6 1 SEE SxEir 55 FOR T SCCIIW: IND CLLCV}S14N5 Z CUx1RAClOP SHILL vE , «DRIZDNTk1 ,ND vERTICu - ` SrA 2d9 532.51 LOCATIONS OF ILL EwsTIWc JTIJLF S PR,CR to 1�1 OON$ 'Tlriu �I a \ 5TA 537 631 ET I ZC_ I O 5D IDp ZOO ], ILu[GNTftl No— THE EVCINEER of In'r I ' I DISCREPAKE$ / STs J05 612 Bl ` `/ 9 U sEE APPROv[n P,swN Ns-_I-H,BI FOR cauPLET[ f� ��p DESIGN CRITERIA v ppWNSTA[AY ISSCSNExr STI 43] &32961 I, P TIONAL METHOD OF DI2 CESICH FREOVENv W S7A re, 6311ID }`�d\ryw.� �RI f,I pSED 515TEM - $M�M 4C1 ^PEN FNAIINEL - IOD rfM W L \ [ JJ11 Y`IIYIC --' S1I +5>, E-5 ]< n 0015 FOR RCIhFORCEO []Ni RErE R J GV S 'I S1tiR �� RNNFA D I N ENSIT'PFi ON/CI f� ] „lei+ l FORT ,vpkTN STOPN pRSIN NRNV,L ] 1D 5TI ,v]9 xC? 65 RLJwUFF LOEF" IENTS y U S%! RLMEEN114 'A-� ... C.O B/ L../BN .01 / G5: _ /_p Sra a235 92_ , ] / E%ISI�NG [OrDITANS f.rt iD ' vR9 i 100 •CPR 1NL517 Cl1Y PROVE-T N0, 103'00 [ FL-: `.CPI.YW LIMIT FIV �V_UPa31-,a)TVV-EVT4a5 W L I e_191V. \N- m - T � r • R SEE DZILL DRVxsGE r ARV. LUR 514ET 11 aR I COMRETE MC AREA r YL-r:,3 RRF`%E -1 AND - - IN N R� - J rDp Sc:"'WND-3[N[NaBw x0 ] 'OHIRNEn E ENT WITH 'k- xI '.ENTER IT BIC• OF CMB s6lnn SIDE OE SAl-1- I— f ,T: -57 D< ILIN r Nip CFNTFRI rtIF FIN 75?5F +IIMNF .I KITH '* I i 1111i AT I,., IT 1— \ I HI[NI .. TIxE iir ' —LwE ',�I•: ILIE + ,r,l •.FRRun, RI[ •F a1 ` eA ENIxAtILrI IL w RAIx- � vr4 - /Nf•PfY P�[�•,l IJtMD r kLLv Ill 11 ST. >06_ PIniP:.?fp PGx1-.,r-Wa, ` •'9s SENLCIII RING' BWLCv,RO \ , /M' • I LINE SGr m m 2• / ` J� DRUN,6E BI1C ! R[v1510N B, FICILR, /'I , l6 rLSENrNT DRAINAGE AREA NAP LEGEND , SIA IJIOI eta IT - 61 I r:q 9 '� \ INTERIM CONDITIONS ����� DR,.IwEDrmE � I Fr1 qae e ,e,> ProPasED SaRN DRu 5157E q _ T EpRIaSININGGC SMTBGRN OOERSA:uI,ryIS.r10SNTEM � MADERO i SEVDLRA RAVCH NRRI NEF s. l!" w,BOULEVARD Ire Uf IlF'I WF'f FV (-1C- . TEXM` _ m2 nnrr nr.INN n�n.l �� Iaea A I _ _— — . — _- THAN".,I'r rl'!AiIf IN NIII nn[T uOUB[B �y _ FlUKII a ® _ "-- �I r �fj ENGINE EHINb ❑IVI';IVN F� u,CENO bRi°E I I I Y ORM A11 Ix � I' I / I I iL BE [OiS,aL.CIEu I w� w O1�W'"" I T"'^Y' "' ` ~~�1����� votE i«E CCN ITRnCIdR 5«uLl COwiACt Tr•E FOLlnvnrJ Al LEASI IA j_Y nn t"� I�� nn !' I� gyp' r. I x'�•I `.xo ` _:Ie «�Lxs -III e.cnvnnxc IN Tws Areet� wrll,.� FL�I. asz,,m,o _ -- -- _ LERaRrNQy�� r-8TT-8],-8_96 Brass. Tess mm PRN -F.,w nii TupS (M5 FO 6E [UNcI�I,YlE6 I-a6&-332-6%T M. Sw10E[L1r L.M PIrNECr N0. 1� « El2rTRE OELNER,'-600-?,:-or13 rRNrI NI ,wrER n11IIINT,-Bt,-5p9-B212 ' r _,_ ___ _ ___ _� _ 'I r'✓I wi1P,n IPHrSPgR11I:I•Y PxS,If % I-p,)-1T_-P,IM CATr ui �H2y —LT e. _—•w__4r_ ---•w— _._ 1 �'« _ _ • r .:P,—_ •,._ _ _ _ • 4,_.... ,:<•.... I w,I.rl.... I a �. w II.rI..Lrww w xo uuI[ srIELTaN nBI vA ` `s= P Lam. ,� ?i ,x x. �m 1` �m �l .x m :".` �::": 33 1.s ➢ID lIF 11 yl IN C 11 � Al 13 IN Al ;; I" I «a" i om „b „M Pm a6, mr mom: DF sEEs T.w>aLh���/tfN.wGL�_I"'wwrw"Y�{Q � 4.. I = T I 6Pl 9S4 [�' 11 fN lE sA' tl I r� - i I I�I ' I °w iv Iw In I.A, I - `A L�4FSOa- I-ou —i1'en ".x- i im w ra rm xs fso rm x, r L°ciw...IH GAr°..Mr FOVMlwq[ .E,.N fAMYLrwLL rNayLLJ/yw! MRL rupIL M'EL r.E xGlNrnrq ,ILrL vun �iKN uu/ nwura _______�____m_____-----__� ____i =-V' E7 �' PRO°]?E] RrG„r-rvF-HA.T - SEnDERA °aI+GH RpuLE•'>=V 'B OSa rill PAIN IHAIyx, 1` d up , gl of III JPIE JVT 35 Cf If /T r48e BS032 r qN } ! I�1 t-� 5.51 ST PRHAS< •LE rf II• ,_ SECr'O"� ANO glCu•}:n,5 III 1 ! I ` Isr I>w'aa�41 II R I l ; rA r ' iI 1 i Yri � a •.' A y KI i rva i. j I 1 1 C3FiWkE I `IOPT L ! 1 �_II, I wa�AaNr I I' w A v S ' I J 1 .41 + FLP1P - N I \Y` E,1rA If»e� r- l SECm rt, A,4 r LCULa,.; rep, I �'CI - Liu[ sD±-� ■ \ �1 OStiA I 5 3: NO,E THE l'ONr RAC IVN ?wLLL [f,NIACr IK FCLL WlhC AT IEASi , GUC„MrM OSq ! OSAA ` .5 .WRs P ', N [r: T.C IN ,-iE AREA E •� HrJw'{N,PA,ION \\\\\\ FLOP rain Y FURT xEIRTH WAI[P OEPART.EnI 1-R1`_35I_A2RR ' I`" lau E1EE1RrC LELrvEfrr 1-flU0-2a1-m 113 HWPTER COMuuNrcAl10ns 1-B1J-5O5-ss TL PUBLIC SNA.E 4' ORT WORTX TPANSPORTATp /WBLIC WORKS 1-B1T-39Z-S10U SEE ?HEFT 55 FOR . rV UINLR rAI.1IIL} 1-wUu-IXU-ILSs CALCUTAT,ONS 14 ® ] \ rA �g 55��pn 11 1114 LNF SD2 srq i! I l MATCH LANE 5t SHLLI dS LEGEND f-A-LE ]TAUTE F�L PRrR-',ED STQP. (1 A11 5v',IEM s EAIST.r<G sue. DXAIm ss,cN oRmXo-_E MEq oSslw.ArlDn Mr DRfJWbL ANLA AIVkWi —` S.-ACE FLOW INLET ]ESIf:N POIr11 ® V4rr n1IMPrr v O 0 m 0 To W = N 0' Ir �gjp)r n- Q c sa ,00 .Da DESIGN CRITERIA rn, I RIn INAL uE1.CQ OF OESY;N CC;1r,N FFEG!'CN[r W I Ill -10SILL )TLM X ,CAR IC++ Cll''.ED :I'A L" :" SEAR ! A J I, F rIi$!, i HANnEI - t[0 iLM W � n = 1013 FoH FPNFORLED ".u,.RFTE I �- • n OU,S FnR FEIrvFf, RIEU I,,.11KTE 1 f OUly FOR EI XEEI / ",TTLRS RAWx LL INTENBITT FROM f,IT, OF FC_ NDRTH STOFM DRAIN MAn UAL RUmGFF COEFFICIEWS 'A-5 "] -4 RESIOEI n t - C=0.87 I.a7.0 EMrs'ING CONDIr10NS C=0.30 90� CITr PWACT NO I0370C CID2rloF..-O:UPa31-,n,TUO-EVTsa� W r W'. 0J N IuaN.ILb1�ILlFPxL Q 3ENCMMARkS_` EENCNNARa x0 I AO 0- CVI NrTry 't is, CE R AT B-5 OF CURB 1 !LI ;'NJin SIDC • RNA i 5' WE51 rc 4 ALIND+ AArNSrn, WA( (CNTFRIINF FI CV I5?PE ,IN I+MAFr ,UJ u W+E a,THL'R{`R ' ,f N1EN IT RML"Ai,F f'qF "-LRH.w. HL•'•kLLv Vl4`FEN P•L'{C RCNI ,OL.EH _L,AI(_, INTERIM CONDITIONS DRAINAGE AREA MAP MADERO SENDERA RANCH BOULEVARD ':III IL I)F F I rF'T WI IR'TH. TEXA'-, TIsAN•: P-_A,14iIL)N null Pl1BI IL WORD, ENGINEEFrt1G DIVISXiFI 11^FES I THE E,$T,N,E MD 4tianpx a ALL V,IDERGROUND UTILRIES 5,W" ON n OAAWINGS w E OBTAINED FP.O. P, 'AlB RECORD -a u a ME APPRORIMArr R� rr•T i SYIwY NEITHER THE OWNER. DEVELOPER NOR ENGINEER O.as, TY m5 ASSUMES AM RESPOnS,OAIh FCR W.L."ES PP,OP TO UwsrHucilOx NE c 1p-rOP SHALL BE RECUREU TO DESIGN Sw109cOr TARE AH. rP.ECAIINONAP. HEAWIE' TC PRprECT ALL LINES 5„ONN ANO/Vr AN, ONER DNOERGROVW RAWR SL'005EOr LITILIIIE$ NM CF RE+:GRO OP HOT SxO.. On THE %'CANS r [R,IRUIJt SHALL %." --CIA, s AERNc Af L — ti LOCAllON5 Cr ALL LN111MG U11LI71ES PPgR TO i E.CINSIRUCiI,ix AwrIC SN,L Tox 3 l-EWTEL' NCTIFT rr•E En4NEM DF 4n r 05CREFANCdS •f ox� Lam,} l .. SEE APPR,`i KC F,SN CS-2,-C,E1 FO CONPIETE DGNN5-EA. AS5ESMExr IV e ac'n LA PMs Is Wvla FPN.F.,9Bb LJ,L PRcrEcr uD lbOo-61,2 CATC I T lDn ?GALE IgRl ,' • IW' vrm R/A S.FEI IW. Or 34 SRELTS v O m I MFNAGT A MNaFF q LL q(iyf �WR I O ,o�.� RE calcarRAcoxNwcwwEL-A r lr�rEwj=,,v- u-EI NF 19 1-5 lye //1 ih r1 i 7. f u ax �5c �x :oa sx :x sv is �x n s a �1 1 sL m 11 U = ����� / , DESIGN CRITERIA rn j 1. RITIGNAL METHOD Of GESICJI W 1 ss bE iN Y f• SJD 1 1z I _� �I I, i,niN'i'i FM 11 2 E651 r.N FRE9VENS( 1 ,3. .1. �A, ,,. 1.> 1Y �> ... IAI tm st ss M. 1WxxAA.1•A I • n 11L I .A1 UT r A ,try ' [_ \ r.fA uu4a I I, I ORI. TT L11A11NEL In0 iraN W I CON DUI aettGl rr I m } FVry 1rErtnoNE EP mNrN[IE 1 (� , • OPIa F'- -- JDR'ENWED 'lrILREIE I 9 1 TGLGLI4rSTEE/ GVTTER5 ENSITe 'ROM C;F 0 FERr OR,ST^Rk GRAIN MANW-4]] GEEFIGE-NIS C=0-6J IWJ9~- RESIDETIAL A-S FMISTING GONDIT10E15- G=03G -n� - r Yi.''_ I I �nr PPnlo�r nG 1,.Ja' E10 3 1�„4-nea<,--,anon-w+ne> A = �/ �i � „ s=.a n't•'a' � � � I wua�i �1�„ t,:. N W 1 +l l � % N ; -(CMA rI.IX1DPWN LIMITS 'G ,DI oo I n j ATTCNMAP� N0 1 Doi _ A=i�3•.,A 11 I i011ME CJ, M '1 iN TENTER AT ERR. OF CV 5 / DA._E / F- �3{R :N so,M soE Ur SAJNDA ROAp f 45' w Sl OF r,vC1Lrt. -y!l 5( '��; 7 JNNSia- wA, CENTE,oLINE ELEV 75: fic II I [A-.ENCNI 411 I F i ,tA {t '�i I if lx.u4APr IIiI :- P Sul Wif VI wlirl 'r' IN FNII'N nr W'x I�i I!A+P OPV[rIRIN 4 PIIA.( RI,1 A'iN� c nl tML EI [v 161.'c —51A ES ... %.t,~FP .�rE "VLVFAi A - I � SEE :1EEl (,s / \g., m 51A a- PI] 14 iE:'k'N AND [4':•LAi0N5 I / 4E 9,. 59yp DRATNAG AREA INAP INTERIM CONDITIONS - siA s•' In MADERO 0 19 ♦/ i SENDERA RANCH W I THE EAISTEIKE AND LXAnoH Or hL JNDEPOPOUND i rA 49D '_• Ig 1 \ UT07AFs SNGrw, DN THE DRA WS RIPE OBTAINED _ 1 BOULEVARD ' FRgM Av 1,I6LL NCCOFO_ AND ARC ARR.yK,NATE A 541. F� NEVI,, NI l :R, [{�(L.TRLk NOR [11-IN[I',P I V I -' \ - . L.T �, TAIL .1 A.,-4I�� Are. R[:111N� Isar IT. nIN I E:. I'1:.,R„ _ nn .�.'LNluuu�.. ,o.r. rule 1.iL qf' fOPI WORIH. TEW, rnAi,rul. `alrr, Ircn4.c. p tau '.A- uiI uE �rwri. 10 A w, . -, \ f TRAN',F'I P u(eSNPE. o Ror[CI .EE L' 1 I 7 IAICIN NW . uNEa ?a plDjaR A'I JNI[F uuL.CR.k,Tur1N ` r 1 Ili .rA [au --4. , F'l lf_iL II W(JRF' VnLDESI(I `� 4E LCLA'L, uR IT SRt.. UN THE-IAENGINE EFING DIVI'�dI',rJ C COnrRACIOR SHALL KRF. HOR20N1AL -D KRAAL TA 596 6-535 \ LJA IL YIL y LOCAnnNS OF AlA EnSTIUG UTILFIn a OR TO CONSTRUCrIDN zy I I 111�' Wfi0Mn0' geFwlar PIan J61b71A110 yy- 3 IMMEDIAIELv 111 THE EN INFER Cl AN% dm I I I 1>l)40 81b4[ 5WII. D`A 5E LEGEND I r pwi.J AF NC>s:oe mN Flaea } DW.EIAIES. - A r-- OESID. Sw1a9c0,' FnClufr—WENAVE rEl R3 lA 190 m7+J AGREEMENT PRAIunGE ol,x ,la MO.rtCr n0. °8 4 SEE pOwNS OEAUE n;5E5NEN 5-21-01BT FOR C041PLRE W� I I ,L I ''\ A...m Ffi1Pp5ED SIMu OR— S,SIF. I uRUTx- 5,W1f5CPr L r11-ec�-ol l] ' TA 840 8:8 45 we Let ma D W N PP'vAtE $WALE ? R� Er1511NO SIORM 6RAw Sr511. R5y rv4TE InE CONIRVW SHALL CONI,CT IHE F,: Ow1NC Ai LEAST _� 5EE -FFETi 5I-.3 Tat / - , ' I SI—L d9 48 nfA� , PRIOR IO r,CAVAIW kt TNIS AREA- PR(POYO RANI -OE �WAr � 1 en TA RA9 E:595 SrC IIfWS AND LA1rylUlflNS DRUNAGE eREa [�ESIC.NADON 1 4 � �Z � IW' !•: FOPT wORTN ,ARFP OEPM ENT I-8,1-81,-W06 SENDERn RAHCµ ROVLC�ARD I 1 Rz A-1 CRAInA.OE pna a INZAOL f � � SNELTaI' I - xJ, 6A5 I-86H-3J?-86Ni - `TA 939 EC4.27 T i TLu ELECTwc OELNERr sUV-_a2-9113 SVRFACE iLOw ARRON 1 ' CNARrER GON.NraGATgNB 1-81%-5p8-61J2 IBTA 9E9 6?961+`?� 51KE11q InLEr DESIGN FO'rv, ! FOP.r WORTt TflANSPpRTArgN/PUDLIC WORKS I-81%-392� 100 1 1 I . 5 IiIHLN 1ALILNL] 1-NIIn-']IL-IESs f` INLET NuORER OF P Snm as ILry MAIL. SFlttl .]4 �l A WILE KB"�WlLl TO LL,Z,SEr, :GEL, r,6 i E.T A ElTf'—. a 0 m ll�l G!.- V it 11 \IV —7:—I W.0 Z A ill 1., 11: -R F7 T 1. A .1 ITr�- - -r -- - -- - -- j 7-- OD .111 -4 - 01 it on :31 r. 11 x K a . A —jo, (m GPc,EC7 W 105'0 n' F"`2 "'r, r..r r: W, plAwD .11EP. L.1- -'ll .1. EN� 111E. 'W" "!:Pl—ftL-'- Wk LIFIDIT� INI'll I,' SrMlrl1� "�, CC 'FO`-WE T-E .11 �E�SIIGTS -�. rpol"r 'T� LIW S,i Ari, 07,EP u�FPGRo"� n , '�L .0T ECORO IoT �o— �Tl ILE GL,, KI­ 12-IIL I'll 1171111 -n) E5 _Q.�'� '..' TO j !EW -G. .0 0 AFH G �N �EWER AT BK. OF — Zj —EDMTELI -1-FT TIE Ell'-ECR OF ANI 0 AGE �WP­ r, . 'Ok- SIDE OF 5kAROAD I -" �5T 1 �NSTA, 0- UNTFIGIINF F, N 75? EF M-1. "%�l I 1'� .1 - I L E T E aMr01— W *TH i'lll I AT IT r iMH 11 11 ILL, IL55C DESIGN CRITERIA ONAL YLT�OD OF OE$l- FREQjENCY tA) (�LOSEO SYSTEM 5 TEAR t8) S�rLm tm VLAK o -00 YEAR OC)Tlpll�)RCHANNEL 'OR E� =IWFEIE 111E r '�h op(r'. 1-1ptir W, ur WE a, F —RIH ­r,Rm M ,j ­iA 4r, OVERALL DRAINAGE '.- I I AREA MAP -C ULTIMATE CONDITIONS MADERO LEGEND SENDERA RANCH BOULEVARD Ex is Tl— 0— •—IEW Ir, 0 1 i.*'l WC-RFH. TEXM� TRAN1,11--l-WION Alllj Flk j Fql- SIR-:E FLOW W� IA ER 12 1.I,Ei LES— ".T soww INLET T41.6E� T— MW FFA-F-'W lLft G— "0 W—.112 OAT' Tli ll—I* 'l— -1 ir— E. —1 ­T. TEI W—I.N1 L/A TEO G:.- - M."RO S—f E10- 0-01 1-8-- - —5 �EET 11 cw T� -11 ... ORTAT�1111�� .�-s 1-817-392-bl' 36 OF n' WEB a 0 m MATCH UN& SEE SWET 38 0v " AT T I J. J N 91 5D lop Lk T 0 Le -n, 0 n1' -n. 82S 7 Eo ft j E CENTER �1 B- F C- Z6 SOuT, SiDE RCIAD 1 45 �Sl -4eAll -AR E CN MT MN31 IE�-LIIIL EL� 1�� OF E - L 'E-- -0 L." 1111ER Al B1. OF 11.B 11 11 T11 11 11MAH1 AT i -El I:EE{ RCAD ELE, 765!C ro K :c,.srftcTM I _1AT1 T- -,IPFE I bL DFLAJNAGE ARE MAP ULTIMATE CONDITIONS 71 'T' 7.— W It' IT t 114 7.11 MADERO To SENDERA RANCH BOULEVARD LEG END DESIGN cmrERIA M�11W 1"' 0 "1 t-L --1- 11, qF F, op T W,)RTH. TE XA' Tl1AN'l---1l11A1j(,N Alfl, jl EV POE11 W )IRP, l' - - o-N $-F. W CLO,LU IjTIII�E' �-N n4 I-E 'CIE (D-E! G CLVE. '-lEM -0p YEAR ENGINEEF, DIVI�,vjll CHANNEL 1� 1E THEP C�EF. C:.EL0Kfl NC ENGAEEP �=�2 'C06.44nE7T1 Z7 1.� I- T-ES P� LA A. 1. 1, I-L . I'll 111p 111R mW w10 GRAI�E lcp� oo OP REET / CL-rERS 7- Ari, A,EAS,�ES 7D �=T (a Www S. -E. :F An, ONE7 `­ T­ . PEc`)-v ol -D, 5�:- o. Ir FGR, KORTH >'�FM DR-N WUJWL A�-r,,FF COEM.-IEWS l,jA --cr o. 1. 1. 11 .qH 1 I'll 11 .1. LET M�'N �jj­ FE.DFmr�L A-," C-D-, -7;A Np 09� — . " — -- 1--rp, — -- - ---- — -- E I E-Tillc, RIP5 12 1. 11 .1 10, LOT.-< F L L E- T11 rLLEI ZAL "L11111 T'­ ­H'L �14 �F-. IL+4 -l"N r,S- E' 1-1V f6mPLuE Z-= 'A 37 ax, v 0 } I } Lvov a)w ABEA vP l o m „ 1�� �`Hcx C.ECu!T�Ju51 wa �Q- - LEF F�L 1A, EE ri- N, C , i-7553 IIRIwl3"i g° ; 4'T• ! �'{� -I C ICVTr ARf•LCET ND. 1037JU '`j __ �� rID 1oI:.-pZO4a3l-In ]OD-EOIFBL DESIGN_ CRITERIA - - ' i NA'��nIAL MLF.1- iI DL1111 W + I N` r C+ESIVI+ FNEGVEr4. 0 J E IAi :E65ESIS,(Ar - 5 e•J IB; '-E65ED SI SrEM - loD aA ' v Ir T ICI 7PEx cli NE. - I60 HEAR I)= FI]R RENFORCED co.cl.sE PIPE � ] DOIS FOR SE. EORCED ITTEIS IE E0, 3ENCNIJARk S- OfI ,L UD19 FCR S rRo. / CUTTEFE J RAINFALL IN,ESTOP FCC C11Y CF EENCNxaC, x0 I �, FUPT wCRIH STORM [•RmN AwrvunL EOVAPE CVI Wliry 'v 0 CER AT E-1 OF CARE RiIFl H �'�iEFFICIFNTE IN ;'�NJiw FIDC 4 EALINDa flCW i 5' WE51 rc M1.55 Pf51BFlltla, "A `+" .,.N N1 I..•]4fl ANNSrAI W.f fCNTF++I F+r +FICV I5?RE E%I•,r VII,: +I) tU {IN NMAFr NIJ iHt IT'{�H V 111111 IT HMEI Af,1 f 1 Y- � 1 1 I I xA ERE'A � u. rE VJ4`FEN R•L'{C RONI �I-ENH.w] HL•. kLLv ]OEEL SHE E*S:EII.0 AND W1:11+1 01 ALL -DERCROLND nJl LIrIUl4g Sw]sE1+ ON 1HC _itAWIH05 WERE O'ANED FROU 4LFB E PECOPDS Arv6 ARE AOPRCxix4iC RRCRLE£E A. NE11HERv-F- OWNEA. DEYE.']PER NOR E+a6N[[R J \ i } sFNnvRA FAv.+ mI�IE.aPn \ ASSUMES K RNE N NT8 FOR ViI 8E PRIOR iC EN ]R `aa COx51RLICD, Ec COry TRACTOR 5uRE BE R[OUIRED 615 1R i0 ILII:E Axr RRECAID/Hl L ONE- i0 RP I- `f ALL DNCS SROF EOD/D Q. OIxER UxDEPLRE VrrLm[5 NJr OF RECORD Ofl u0i $Hprvx qx 1xE (4 V3.3w 1 1I NTVHE // RUNS. DATE o ,lwN RI CCx=RACr[R S vERIFI HORI[OxrcE a D YERIgk I'I 1yNA'I�GIr'+ESr NAIL EZIirHIL fllllirES FP�W 10 1 1 - _ ( DRAINAGE AREA MAP Dx RH3FLI Nnrrr TIE FrrINEER or .,+, ULTIMATE CONDITIONS � r _ pyLRERax!IES 4 _ DO'MISFREA a5 [SUEx� I -a 18] rIp CpxPEETE MADERO 7J I SENDERA RANCH I—E D32 LEGEND STND BOULEVARD a a I'Iu'II 1 rlIi �q D 50 I. 200 �IN) m MATCH LINE SEE SHEEP 39 J 1 I -==1= .. �y _ q —`7 12C• I 'AD WELE J� ----- OR.InAGE DINID[ Fxrurrr �. D SIZE / LIiI OF FORT WORTH, 7ExA5 l ,Z PRWIsED S11Rx Da,m sr lENI 7'ANSPpF1pt10N AND ,u .% �� I Lai ,: LESrI $Tpi GRAN sI rEM PLIF3LII_ WORkl 11IC ENGINEERING DIVI4Z;N �L For =C 2c c-NIAOC AREA OCPEWE LA IHI I I 511111E F.OW AR10W RxaL' GL'Iwv'' �arEwllTa 1 NRI `IA521m10 IwLEr 6ESIGn Pdrvr Dias. reaaL ]511 FPN.F.1O �rI`' Lai PRcaEcr uD J 1 AU INLET x 6SER RRwx rypgf5 1rno 6112 FLOx P,sM I)AR xT 20Y! Lar a LD� Eu IURC ___-- ---- •I1M05 6p5 CO AJ PRIORrOR 51vL ELOAVAlIx141iN 1nIS ARErti Al LE til eli 1KALEDs] .a „y� A r IaRr uA11LEP�E SnRi WOR=H wA1ER DEPAPM[M-RI]-♦!)1-8=W .wrlC `-NE1ToxR I v[RI x/� r__________ _-966-.1.12-P66) LE�SH� STA A3]I825:A ia'u ELEciRrc NELIVERv_oI)FORT WORTn TFWSPORIATGN/PIRLIC urUR'IS 1-8, ]-J9Z-e'eo �VTCL NE .7/''' Ir1 6 'V Ur kH r luriLS uV _ _r1aS or " WEB v O m LEGEND DESIGN CRITERIA 1 w rW�°[FLF'xR �L) moo. wL. aw a.ab, ! rl-c E•ISTrhrcE w: L•xdnov '�- PLL LrReER,=,_:Ite NnLiT.Es snrwx oN --E �uea�u ATNiNPL METH]D OF #SICP! pPPwiN05 wEAE {E'uxE6 %ACu eruuRll FE' PpS AnL PFE +.=PAOxwIP]E rE51r{P .nA I V R�l �v 111 r w W ����� •JRurv•GE OmL[ R 'rE :eI.ER !?C+E.PER N6P. _'•: n.EER PSS::uC. 4N. rtEcar.::y6vTr Fn .-Vn(c d t� _ GESGN FPE-EHCr RPr?? ;P [ONSrF.;rpx TnE L,nTRAEr4k S-1 U R CI E-" 10 T•.:ER4. 1 1 / rT PRf/Pd5En Si•FPu LWury 5:5}Eu A) CLOSED >:StEM 'EAR PFE;P lli6rcM+ xE•h�RES 1S,-'JIEEi 4L u`<E> SnOWn • - I r� i`y +H f+ :r FN;IIN'iii1RM ['Ran .rvifM 'flf CLl15 Er' ;:1(M - [•• iEAR Li l:•[F�vuurr[i NI .i1:E. N['I r�! P[i rptl �,P ._ .HIINN _. rE MNI, I 1 {IPFN w.rlrv[I - 'f'D E R Ik.x V �- L'uPUI,U'k 4FkP L{'�kNATx qr Ifr illl I:rF RI Irvl Uxl ID !i kh ll ul•E - ,iN ll,t� rHrrR .i�riN�rtuu�AiC N MII• .r%r PI I .� .. �:P NI r:: MI rm+wAf.r AW[a •C ur A',r = INF kL UIII ILu x. PL IL RL .� _ • 01t r - 6r11:� 11P �.IHLL IR/ L"'Y k; 3 ixuLLnPI[IIr rvfvlRi rI I.H�rn[LF r4i N!, L::. P(P•Htu: �� =_Rf•[! law ARRcw RAIY.ENLI-NTEII;T, FRLILI CIT. 11 �F[[ SnF[r + FCiRT wQRTN VOFM DRAIN Mir. -:IL SEC .PFHrvEL 14%, DS-:'I-;••.+ FOR POUF ATwN E ENr,TAF,M ASsESUFNI n R II%-W CCEFF100,1S ,GLL f': P� :'. - L E.- :=L[Vu1r�: NS - - �1-' nlLn wu.aen _ ,— x > NLEI MN 'Nt RES—AL -A-5" C-DE'­]9B 3-R-x3 u,B S E.,S-- CDNDTVS.C-0.3a 0 YCFVIRRnTO FLaw . � i J ~ .�' ` •-!�IURf lIB UrTfDLLI �• 1 J. - - � v� �[LISPF[TH rWEEr, ��� � I 1 .— ■1 W I � I w iL•N'L. ..L. i,1411e1N'. / ._ .-R� - - _ _ - T.B I,—�I� �' �..: -- — - l ZL.x ;�-f� IT -n, Q,� I � uL•ea� ti � " ` I 'x I +F 1I Y , '-• ;w rArn AREA :rA• 3VTr FKACT W la37Ju T w(si o,. r w `ID r .-V.'LIPa3......OD-EO/Fa1 W_ r�EE �HEEr + 4 r ` -n — —]. Llnex,rlaL�lEIIPVLE Q I � '� i � I. ra��eeaewrrfrp ' FLOW F•:H AREA ii 3[NCNMARa x0 I ISEE <..El a0 FGP• UDME Cul W',w '; 'r• CENTER IT EW,A OF CVr+6 [ipC Or TIL11 pP flCVA i as' WE51 or I L. I I 1� I {1111 P NSrnr wAf or FUNF FI CV ]5?kE 1I I Ila EI I -IN NM4Fr rnJ e 111 ��••••�� Hi µE 'r N 1- ' r f N1E N Ai H F f 'uF +WPE a iHt r't�R r .LNH.wr]Hi fAh ` •. i-, �„ �— r- �—� -�V4`F[N P•L'�{C ItUNI t� L•"kLLv b x 1 _ M7 II..rI-:A -w•r fu ..RE I I �I �ER FPtF WCvi •✓,N R: DRAINAGE AREA MAP ULTIMATE. CONDITIONS MADERO RATE •FEA I}A SENDERA RANCH'�EVUER 0PCN BOULEVARD .`.'@..: vor rM I _ —.I. I -- I I —L�L� r li r OF F f IT WI IF'TH. TE XA'] � I r TRAIN' :I'I ,F;141I0N nIIII .x 1 I 1E I� I ENGINEEF ING OIVI,,N;FI pjj I I _ x• aE I ILA Rae r5b52i011EI 17—, fear ]510b FRN.F.19B8 I oEscx xfllOECF! ua PxlllEcr No I - \ J r NV p[IkEf dlwx rLPifS 1c00-6112 ! I IJ� ���_J i 1 �. _._—_ 1 A Il CWTr u[r toil _1 _ _ ___ rL4 I .! I. -IL ML .• ,TR rVF I I TnL IUL,Awi,, •I LCA�:1 it 4iC .Y3 —__ ..., _ _ — 4`_ . . _ _ fE �- _ a% :i rF PWnrP F.r AVPIihI.. ilI rl•'. MF• s�� •_ - - _HrAm IIIIr r Nrar.. „wa}EP [{PurMCNI ' -ar] a]I B-nM1 xl•-1IIIII IIIIIITIIIII � A.0 [LEci r_ aELlvEwr-aoo6_2.__3�] ., .a SKD NJ. C I 1 I I 'J .I l ', .. HnaiW * af]-SOS-E_+2 •rJ"'py nt¢P _ / ti I - =Fr WpgrnxrapRSPpeTAr JN/PVEUC wCu"5 T-at]-J9:-9' .Sg as �� A�AL� LINE S E SHEET .�� 1 I+orr oIIxH rLL,LrI�Le I _uW_I;II,-ILss I° ze for! or 21 s� m R. ST. 191+28.91 ,19,00 IF) �uiSIGEbCGGN'_F v l SIR 8.00 G0 NId., R ln1 irtrii`Ci4 RFNFr• P a i�RRG WIIq ,,. 1r PC,E A1YN)H \ 1 ` SIC{c/ ry FICx B.�M1LVIM� t- CNL� rM,E OC wrn GAxL I I I 1 V I I PPROkIUa,E LOtatgN _ TAIBu,APr E1,IERLwE Wo 825 e1s m• RM 21 191.91f 3EN9ER4 P,] / t_a5 WRRUMCL^r. yn�i�rlJl S'.:n[`555 RPYES H' q:a 1«9500 S'-'.?ERc P BCVLEwaG r`.'.�T k11 6 m[e E'PlxEry WP+TE -NRIvtM:EiS ' 15: wL r Laacrr�,. uL v p[ ,TvFaFi-, nd17 p'�L` F- b 4LvaNL ' RING r _,� Er.[ iaLL U /-, R Lf Ir4^ .I� -^SAal iR dt�nl : ]17 12I RIJ3? _ATE $WALE I 5, 57a r LL 1 1•E Nr 1 upD! ru SP "EE:ENCET Sr r'P ;FllCCi1Jr,5 u.G LALCUVII,arS CITY E'NO v O 0 m RIPRAV' DESIGN Dor PA. AF IH XCItI 1 4 1 nei nIRVNbm .J kS NkOaRuiMwF.x•l/N• 1Sq. jj $E O 1 6M I8r PEIICEEM!1-. T:AM.i . wp rE+CLxl ,Pf0 yNncIh(P 252 �Bfrr - 4s'su T r �rPrG R ,A1 ON' O3 R Prr m, yWIxn 3I� 12 NCx 6NCx 10.]II VHt n F i 3n o.!a YArl,.m .�. enrkataaemix Twknrss• nFnm Fain f 1�1 IT, E nFnm FpW 313 31' a B ICXNE ILG NkknnA. TRAkRAaR� t9 nNLmum Nam Sron4,9aGd1Gr S13311 3ELESW PERCEMP arv[ dawn,.- >X9U1.R1m 9�J1- 7' eenL�p�g�n a Rw14.sr 'I�ynureeeldGfRn. JC,, too rn MOYe/f[�I-k.1a..e-79 L1r2 NCx SSt00 W 1 L!^P�.p111Y.°^. 14 INf.mlf}que♦J 3M C9EN 2Efi3 wW,NarrvaRl.a,mtrerr a. n 11w•Js xmmRl am,m.R..mrran a n w_s•oau JM Eacx s.Jo No . u 101 � �' 17 NECi nil I'1N uF"R t,PAl Ia1n1N fhlfl L-. W 1, N1 i wLEr5 ARE T<l BE GaST rN P= E .�.••.. J CO+-CFOR ,0 :ONSrRUCT Clt_lu_PLaCE '-+'r3' YE[ UraE55 NOFEO OiH[RWISE xNi bs FllILv GR LE IUS PIPE -IS s t / �T _ xrt. 9NGIC INIEPN4 cw.on wa-L5 PRC• 105100 i 90, L `11 9 pl I V, I i Fry lVu1+ V2UPa31-1V)1VV-EV1 b5 OUT I - ` ~' .nilxwE:'EwN ., :LF.•.0 x !19 11.5 +� r. Cyr• tr'rNPErT IL raN^H ri lr 1 .>wnLi _ HrnIM1 '"' B J V.' .,fJ is- R•:=' •`lAI a 5 FRi .1 1 I WJ LFUUNAL r4.lLllt 4iLVEW - - Ai_P "-4- Re .- Ir.SLLL a]'. N p.5141L 5.5 Sr ,rGC "0. - ! r CP. .-P 11$" :ELPI r r • ` n 1 LFr MPRRP II]- L([R) TA U«'+�i' CULVER' a. o �r Av 5TA 151- 3] IJ: £5 Llt /' I \\ 1'4v 5,A :"«2250 ICns.]^_' IT) SENpEgR RattCx BWLEVACU / fI 1 U,ET E A ,= I ROVL_ 1 JCXlgwnbal$II�I41M- ENO FAI:E OE mNGwnu / r jY IlI lI Y m5Eu1 TrP: I _ Pw-1 :1 VnNLxA� i v STa 191a,£OB {1900 LT1 l VV 1r Y ]� WRx 2B3' EkiEN0E0 [tHtemm�:sm ; 3ENCNAUP.KS_�� cu"uL� """`" / CAUTION!! ✓(�/ FOP Or x-nc cute = S'S.12 ,�,� rW ,,,� j LYERI oUT51DE cORNCP 3[NCM1EAR. u0 1 ] ialSTNG C+LS PwELNCS. PAv Sin r9t.t566 (55 aG' Rfl'`S �o"`o'S d S �T L• SCNDEM PATY'x 60lILEYMD EDUS CM WI1X 'k- L- C ROI Ai B 5' OF CURB C01:TRAC T TO yEmE• L -0' CULVCRI 0 MOE CORNER q.r. Cr1I Yr y'� ]N SWI" SIDE CIE SAur+Pl ROM f 5' vE51 OF iruSreLLO9V wr[4CUnxEClnu LONIACi LAS Pmiv10Ek PR10P au 5,A r9E«Pa _1 15500 Rtl Rl IIFS Fc GrCn +uxsrc' wn CENTEkLINE a EICv 15C I, (INSIGE CULVERT NN.LI lO I:GNSIP.K rqN T•!�• PtnLA x0. xuu x btwLLVW[ j l W �.. LNG FwE CULVERT A ;oRL wHH� .N tEN15R AT 5M. Gr tME l.AT. eC ,xC Pcck D1 Slk— RID:.E AT PEKE, IPrD1 ROM ELEV 1655C I m�� LAIC ! -E—N Br STORM GRAIN PLAN & I i .],P.u9 I PROFILE u Ir•rxn I PRw I CULVERT A soaF.ce eFc.,na . e1 vo I . . . . 11x ar°uRe I . 00 YEAR LGOEPWN i9>55 N �r1i P r _I a!Ri ::: p//-// oo VR XC i 820 MADERO --I-----;-'-'z------------------I-'-'-'-----`- -- 1UO TFM ------ -- ----;-------------- ---------------- / 3 SENDERA RANCH _ I _ BOULEVARD _ 1M 1R HdL --A 6ta96 ~ I 61' y a as Z GlIo-v I - - - - CITY OF GI]NT WoPTIi I GE NiON Cr�UNTY, Ff eAS 810 RF'R,N 8G166 - - - - 1 - - - - - E060 essxry nRrw a5162101,0 Oa5 I Onus. Ta+es E5R0a RM -FIJCB rL=3O6,5V 'rNSIN.L fla•RRR I SW OESfH SY1lnkFLF L NR C, NO. - �AN 15oU-Gnz PCe'N,ER1M CS�NOIirONS I Mn1rl 1LORf2 1c 1 1 lea 1 'cn j UATL VT m2z 1 0•m Par BerrtR _ 61 3 CP5 Yabtay 3.9_ rP. i .' t 1 5C,1E f I ,,N1IC Sx'L Tax I 'Mwo ! - 50 SxEEI MO 7gs or 91 yens v O m \IMF.I, : �f �7 gb7 1� �}!;1 '{ yw I{.N dw�I u♦r r s P r �[l'9 @ fMrvzTE -ALE r SECMN B-I r II_ 1C7 '�l! _ _� _ IT'� �/!` 0� 0 - 14a I CFS 1OL ��ii T 1 f, l\ 11 - I,t r I l r(a I / �I�//— oC TOO 0) SEE TABLE �.r p 7iF' w �a�—=?I—�jJ '�f/ !--sw �1� I I II1 117 Il I ;;C IA1 II/��!'lA 91 I I �" l `� a»i' SEE i 9LE x %/r -- • 1A.1 •�. I r E 5AI Z 5[CT+014 7- i'1—_ — x—„ r.. - N--ill .—. AT J 'I �• � ,��p i -k CI 1--C;3,. ,C'--F:,1 �"—'s8--ea--'•n _ _I I W - - - - - - - a m'nw - ur LeLE �.z.� or PPv iTA 19]+9500 S[NOER4 PAK.x DOAAE,*A+ 1x50' RTI ] ' --.c _;i_-i- vi �;>>; I e:n w o 0 o w o0 0_ V 10 OT51 =SEE TABLE �; m _ 1D WICE EARTHEN 1+4MEn E ACCESS RAW A . o� ' S:. 614 81201 15% 4AxIRUN SLCPE cT h T IVAiC STALE Z TO BE y� J lD AD 80 - PAv 5TP 19]+95.AYT SENDERA RANCH BODLEVA.p (5506' Rrl I�,/�j(y1 y� `Ivry n ._ PPNAIE EPRinC1• TR4PEEOICUL SWPLE Z r • Vi BLI.W P.+(G(c 511FLF-NrOROSEEBEP .w0 xuM41x — n STP E19 61.}�5 d14 dl] 512�� 10" wIAE EARTHEN LLANTENANCE ACCESS RAND AT PAv STA 196+86.A7 (,3080 RTI - _ m D TIL 70% ESTASUSHED 510RM WATER FAOLITY u�1—ANCE AGREENFNT Q) _ SENSEIAA AN -TO m - - 91- E, RI'� s¢ unriu rwP fiEDI, SWPLE e e `dcam. fV' 'r'% Pn.' -818 Eb>781243 1 a MARGIN ; FREEBCMFpH STRF 7 =�z� /3 y7_,3Cp�-.ra"`�� Sh a.als 90 mnm V �t���'°�� ce6uxn SENDERA RAMC BOUEEVARp m�^`• 1 _ o TL ---J• _ — /vl 3� :: vl , u+B]�EE[NL !."TO' WIT 0 _ �AIT- ,✓ L N L-l I L' 1- PEa1iRm nl+°aEw aeo' PRIVATE SM1+tE .' t0 BE EGLVENT A—� / ALAI - 61G E15 --' a [\�Y x.L $LEDCD AND AAAINTAIN '•", l A► 3_4 •I — p1,0 ltio _ ___ -Bly�_ _ .° I.TILJIJ fi-,,4 2. 1.-C S- J UNTIL ]OA ESUBUSPEO - 1 P ff +_ 9rA 991 AvS. I 11 �8 � __ __ -- -- - - -� -4- �`--- .� 'i.- --1�•--- 4 �l ` ` - rLpa Am wuMan-' / -_-'� ------------------rr==��. / VMIL ':: ESr+&15xEp � " SIA 9g1 815 ]0 e� CVTv ARf•LCCT N0, 10370U l RRIv4tt SWAIE 1! _.�� II.I Nu To1.A-D:1pa31-1niT00-EOTFN`: A r,ln[� • A00 1.ri - __ - a 1, f -�_�- �� __ - e_2 i3's. W f •lL IA", ==�. Vx,1 EE l I } 1 a C '-ELL --, I ,' " i'r �- w. F ILAT 4G SENDERA RANCH BOULEVARD n • (� J PRf EARTITI TRrZOIDAL SWPLE 1 u } � ` I { / SU4 �T it ST6RRAA WATE4 iACITAIF N4IMENANCE A',PEENENr - --- - - __- _ _ a s¢ I I II 51 '.A 91 10 MMIxUY II.� 16' - mb'=i Ha��Y' n s I I 4. t I11111I /A [!?? 51 Bib - RCpBOARP - ,TAIIUIN mm V m sac=� p .. 1 I ; 1 �5 V V V 4 r � �s ,.`�— � YalillOR WutF� n � SV EET_ I� m ;�— BiE—n— 3ENONLURKS_ PRN 5nr. 1 TO BE CAUTIOI51, A I4 J 7s' GROVVD H+pRO^EECfC .wG uAiNlAiu E%ISTI GAS TAIL S. bTZ Iil3 _ 51A 819 61T 30 i- 3[NCNHARn u0 I. I � �ry1I1p R1y x��T{IIC rIpyCR/��``[ii4Bi15NCp � tCxrRACTCR r0 YEAIFC LCC4rp� � STA Br4 d1: 6 I — — � EpDARE CN WTM N TN CENTER AT III OF CDI16 x , 21 fi TOP splT 51A P W UD PPNif[ SLFdLk pgFj p �/Ej�TIOII`ONSrRUCTI I R P`RIOR T 9N SOOT, SIDE Or SALTI ROAD i .5' WEST or g' IOP <6,T AATI 5EE6,. 4Y SiA 196+888] I130 RD RI) P �rA i4AA Si Z�f (1M RI, L'� �•� /� n r 1\`\ `W ~ — — —DTP 855 81296 P4NSrP. xAr t; T:N1EAlIxC ELCV u0 "f.EDxC' RFOA'IP[L 5[NCE A RAIP[H BOI,LE-lD SWµ L� 1/ v d A RE,A.IRCD 8' aECiN Y IEMS.ZALO . x0 2 fTAIVATE SWALE 1 ENB S ML66L� N� LEv�p M TH C( T,,F PCCP WITH uF SENIER AT PRANO RO,;Ert AT CLA fi sTlNTS PRIVATE SWALE 2 T+s woo 1+0o z+m o+OO . O _wo 3-aO FPPER Proce Rwo ELEv 765 sE 830 Y u R: �_ Y: P a3o e35 Y Y Y Y ? IR X 2 v Y e35 • N a - I DATE PLVISgN B, 825 a��E B25 830 I = STORM PLAN & PROFILE RADRpsEU glcM roP: of S.N. I PRIVATE SWALES 1 & 2 I I PRwoseQ lm :,p or BAnn - I wn1AAL G9CONE C SWPLE I 820 ass I "oSiAp RI;w Top Or EMK ess MADERO aI� SENDERA RANCH 10G wd,,-P Ice t-r ° A \ OI PEE 815820 Oo rRI NfI. , t 8D BOULEVARD a 815 I >� - IlI criv or rI,P1 wocTli P Pb Fo — I Z LIENTON '_CUNTY. TEAS � OSEC SWALE 2 gRPgf A p5bi, d ABd * ° •7 C9. $3 61G a10 615 � i� t30 � j 61i Y 51.cn lox rLw OIoo. 40.o LOP - - _ - - - - - - - - - - - - - - - - -180 LF ° 0501: - - - I - l Pm0aD5Eo - - 6 6060 Ge i%% 1 Ras A6ls21011a g -VlIW MOM)- 5E£ TxELE TrPU'U'JED :LwT' 1 J � SWh[ cmt - - m uoO cc ?wT_(O.OSgy "` ••'-` Geri, TAAA 1510b FRN.F.,w E^ FR bE _mAEG= J9]9- x 805 - 80.S 810 I 810 T,Aoxcr No -Q . .. . . . � SLOP[(QI^= 3!E TARLT' DRC' IE�E'tiarP I� 4gR,l 160i0C-4I"6T2E01 n2 61W+ t41 1 OIWF 16E CT LtO.0000)- TABLE aoI(IJUI SE IASLE LA_ obwISEE TABLE x# FRO­ER- D55J EROVBE -NAE w, 80 00 85 0do-' v<PI 1 = AA- 51 a2 1}l.i• a n5 WO „ I w0 1e 2a ac'n Of 'r sxEm I is 11 MATCH LINE STA 3+00 AATCF LINE STA 3+00 5T --- W.8 m j mi 1 51, 3,,s -11 m.a sa r 1 slaw ' - - - - - - - - - - II I Ii I E:i I I a MU I ��o to M 1,6 8,� to 111 .- i pp M9.35 m-oz Is 16 Sin aao Vo .5 M 4o STA ­ 321 19 823n -43o, STA 6,0 a24 rl:;; al S7A M 82s 35 W1.3 64 Fac.a•�e a_ g i— '-r " 5k - - - - - - - - 11� 82 2 - - !T, M e27 47 82773 m a?A ,5 rn UIP We w > w- a. r r 1 1 � ?2B SS k 828 78 IT sTA 189 529 61 15 S'. 1�11 1:117 $29 48 I r z t Wo I. t -7-- a33. i I.W II - . Wo as N .531:3 S�g f "TCH LINE N 3+5b 50 -R- MTCF LN A 113� Go _T ir Fj�-�7 2. - t-4 6 c � I > vq 99:01 edol@A B uBiSnoo(] a 0 T L-IPIL- i-1AFEZOIDAl S-LIL 2 ---7 'Alk- 0 ­0 -4 <A 0; �ww T9 ,,DROGEEPED AxV MAIN- 111111 UWIL 7M FS7ARLIGIED r4v I ia - -D'ECD- ID SC lZ SE DEPA R-. �SMD RE.O." 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MADERO - ----------------- -- ,JoSENDERA RANCH BOULEVARD IR 835 -oE• CITY or rl,Pl WOrTll LE 0 ;�E �40 UENTON ---,UNTY. TEAS L30 No well zoo MN.F.,w SEE TABLE an DE KJMBER- O5d3 -JXcl No wT( xi mn an 53 OF P WITS 815 615 v 0 m 1 MATCH LINE'SEE SHELT " I I J I w 1 I' 1 LEGEND K j` L• LPE WDERO l i I 111 111 W1EPQ ]0 3 SPOT E([vAlgN I� ■y■1A'yj :^/'III11 I- _ 5f]]9 8701 ], S E—NifG SPOT ELEv.fgN I � I ; 95� dW4LE [ASEYEYr F fN54E[ PRO f1EWIgN O ] N \AI,11 SLxDEM, LLC Y- . �o C'L�i�°] � I .�+I j � I r I it inR or i.aR 1 ' 1 E4 Ca6rM4 frPWND � I— 'SQL I,R9 am., J 1 I I I, }�- . { I Ex �D' GR9 [9Yr Y••'a� • ErbrRr STORK DR.IH glS7[H L jj -� SOV(wwC31ERn 6R4 __� I v 1 I I n- - 1 S[410ES, C. ER ExPoSEQ eEar! ` I _� -� I FAC TOV]-99539 D.R.f.P 1 v.LL[`• wTrEA �11 - §T4 ; i39 879 ii � � � 1 i ^, I � ��' IV V V ','•1.�i�, s sonny of wau �� E[.n swmc srr ;+nw 'MAIN EIaN i 13 I �r_pIITN ,PI'! E END of 'XRLL � . 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ESr+8 "M i l II 31 I `41 :S I I i• s[n swa: r•[L sX]w ;PArN Ixal I - I I _._..._L ......--- +Y Iw.n i,F 'xfl] ,V +'.•a 1• I� ! �``:..�- ltRiC I PCriSION SIiRR ,•_Etlr N+rx�;•sLLPEN Mln I I r 1 I - 1 r:oN(P.,1rwrr to 4E r wun,rJ _ GRADING PLAN M+EJF E( 41-L 101 E'_IRBV.NE[• i I u I l .( . FUrVRL YK•EF(r _ p �, I 1 y 1 I �r .i 1 (dS PP(wIG(P VIA,F - %'�II U}lW7Mµ;M1Lm `. as aa..Il MADERO F F L.l'r iJK41fe.: y}{ �[ I I ;Fllp[A\ LLD N N� I SCNDERA LLEN * 1 RUq.i. ,g• RNlll,fi EASCYfl,r SE:�TDERA RAP�TICH I"7 zD¢R-r9S2sJ R °'"�'.� «11: _,DS7l7 _ BOULEVARD _.; 1 DPI CITY OF FIAT WORTH GENION CiJUNTY, T£�AS - _ --� �` �_ I,___,___` - I — 1 /�_-1_--_ I__-_ _ _-__ _ _J 1 1 �� I II F i RE WDERO [��AyyNry IA W ____ ___ �__ £ I nl II V D wr RwrR.ee ILI al I. EF 20' :A6 ESNr a—T.-]EPOS RM.F.,*8 $p r Ppw Y iii I � � I SDIRNwESrERN c.s _ zxOL.15g3fi,PLrt99DA,Rr - LR1N SNP Ntfi"4`�112a .§ I J I �f nlq AE+OGPr' I I' I , Et ]0' ORs L$Rr 4011 or" SOE7 11 YRD[RD4 4 l I l :BrY SCIOEPI(. LlL I I" I I I ggI I I II SERti E4, Y,fi� F • I SCNE �: r I ECEOPRR[SI15J �I(%�L I .31 � l II I LOG=00]_9i5]9 D.RrP r. - •' � l I'7R7 i . 10' �va � �� 1 �I PI 411�sX6 No as I I MATCH LI E E£ „III "$ Dr e, SKITS MATCH LIN"Eis skaf I p 1 1 955P08 _2u _�IIIIII � I -�`Ta� 1',i� � oRPlxacE SEMEnT r'AML u+DEFO ` + STA 54G 9'1:9 IN �rU7d'w- $I I I n RED SUN P0A0 I�■■■ IjII— ITT I i-r STA B+o V. 33 SWALE 2 SEE STC ORuu PW ePROFILE ' ,EET 52 FOR 5ECT10N V C ORLC ATIi . A 1 A. ESL TO III114 7I I i I I l I xlll o0S5 E51+BL15NEC�1 FUTURE RRVERO o I I SERO G1' / 1-sfKf/. - GAUTIONI! BTM I SF ?d1G GPS FI=AIUCS. OCA2020- 13 132353 LLC I III k ' �fj tOx1=�;T.'R TO vEP:r LOGTOn O P.RO C- cA5NST -Fc::ER PP-R I P': COm;Y.'.;ar I/I L3 11 ! I TA rUC :4U�9yhYl M r I RT qq I' — • I �� ,IwrP� f113 III Y�------------- f1I. I 1 - I5[NOE RR r I T I 1 7 I I I I r II �RiPBLE wIDTk i/ I I I 1 '' STORu w E E EK MPINrEIYHCE WREEMEM 3 o oI IA _—_JI Sm �96T — I;I , ~1138- I ' 1 _ II a 11 I RlM I II 51,r'-It39 FUTURE MPLERO I d- f I II IrLRI SFur1 cT I � I , .I � rx v g s:o•si I FUTURE MWERO I 1 I � - I SrA 1199 B310T I' 1 FUTURE �' I r�- I I�I- SzftFGPS �diNl ORIOC I - STA 1239 B]I 57 l ' FI'3 r DM mTF1 -REFEUEUrr _ - -� MATCH LINE SEE. SF EFT fi e n _ I III I p 1 I l .4 �, iSTA 1334 83101 CTM;r rl FUTck, LLG 1 �C IrP P�P ca5wo 1 GAS � GPS � GAS — GA� ,�y�9TR sI. I WI ' J ~ I I tl r 55'' I 6U1'r I I I qT" "OT7 ] F7 � OBrk 5ENOVR [i.X30.p _ U1Gi`5.1 p20 II 3 T I ur 91' I a 3 I ✓� .1 4 /J ry 3 1 f I 3 I I EuruRE xaoERo II I III a25 I i 1 I MATCH LINE SEE THI$ SH IIa A -��' NAUTION!I, ] _ Ek G c♦s rR+u C6x1PPE1-R 14 LOC V£Rlh L]C CO-, -I aTaE' GAS RR" PP�v]ER C oxSrFu.T oP } FUVE IM 1-1 T I I yakxBSE w,UTR I ue1'N°[mow: <[E�EPcartT 1 GREEMEki 1 I _ su 1 Ir Sia 1a1 8T ' S& PRWPLEO EE SEITOR9r k DRPTN PW1 u[ SREFOR 5[CT10T1 Pup C CUTArgNS. a I SLOPCS Tr) � BE R,_ Eoco PNo MaxrAINEo I �Jr� .m ESTPEuSwEG SENOERA. - I �s 2020-,3225Ll I I 1 -]1♦ 2aV 81T29 I 1 7 51A 59R -I r /,J'n AT724 1- SIP _6B 617.29 �Sr 3]7-gTTz9 ' —STa ?90 917,31 I •ol SST♦ X1 5:;3a I- SEA 312 817, a] I I I H STA Si�)6— vAPUBIE uGTP I I ST. 3P0 618-OB I SIOPM wP1ER rAZ,DT', xuNrENMC[ ARAEW[NT - SIP 155 818 3. tll ,I I- Sr+ 166 BT5 I - I I- 3TP ]90 a1s 10 r I , III I F9TJRC I I I kY�ERO h, I 'N`i/ � STA aa0 820 T5 I � li ' I I I 1 Mw-f STa P� 621,19 I i.r ♦ 5z234 i v 0 m LEGEND I n 3 sPm ELEwNOP � _� )� ] 11IS1110 SPOT E1£vAno', _ rP 1AAW1 -P ELE,A, IC r0R LF NPD r EG E+I5TING 4RWND FLOW —0w 1V. r } ExlSnxc 5r R, UR♦Ix 5YSrEx Q EB EkPgSEp 8EPP1 vG "LE' GUTTER 91 r TOP VF A. Q B BOTTOM Or wxL W )_.L PgOF[nE4 SInPU OPAIN 1r51EM U C PRUP{rSEG R'_ NG wtyr rW1 - - EaSCxEM 0 PRRUPOSED P♦vEMENT "J im J 0 govosm ` -1- E CITY PR,EC7 W 103]00 A FN T9„rV3UPa31-1V )rVV�EVr465 r-29fu+. W I R j W " 01 IDawx14LBIlaOw- RENCNLUP.KS_�� j 3CU x0 1 ] �DUAJREUARE CUT WI11T 'k r[r CENTER AT 45' OF CURB -C ]N SWIG SIDE OF ROAD a a5' WE51 OF -LITIE PUNgrP, wAr CENTEFLIUC ELEv 152 EG it 3LNCNxoRr x0 2 :OxARL 'Ul w'11P 'k- •N CENIEN AT OF CMB 1oR E VE TUE c Rtau of 55ARi-ccf AT F :DP3'CR P,OtE GPll ELEV 1855C a RATE I RCV15TON Rr GRADING PLAN MADERO Is SENDERA RANCH BOULEVARD CITY OF GONT WORTIi DENTON C,jUNTY, TEAS b�r11. . inussxry PIVrw P5XB21,0rT0 UoAly Onus. T.- )SROX FRN-FW oEvw Lw105cbr NPRFyEcr No. DRP� .kRwi tSOV-one MTE VT rp22 • I SCP♦E ,TePTIC Sx'L Tax I v[PI n!P SxEEi MO R xs avn Ur �Lwas DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF Exhibit "C" CITY OF FORT WORTH DRAINAGE CHANNEL OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pondibasin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCEIINSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 11/1912020 JLE DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF Exhibit "D" Drainage Channel Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Channel Amount of silt in channel Amount of silt in flume Amount of ponded water Amount of wetland _�Legetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Drainage Channel Quality Structure Type of Drainage Channel Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 11/1912020 JLE DocuSign Envelope ID: 6650AD56-6DBF-4BCB-BC78-F/4B1532CFDF system Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 11/1912020 JLE DocuSign° Certificate Of Completion Envelope Id: 6650AD566DBF4BCBBC78F14B1532CFDF Subject: Complete with DocuSign: SWFMA-22-0096 Madero Sendera Ranch Blvd finalwithexh.pdf Source Envelope: Document Pages: 31 Signatures: 2 Certificate Pages: 5 Initials: 0 AutoNav: Enabled Envelopeld Stamping: Enabled Time Zone; (UTC-06:00) Central Time (US & Canada) Record Tracking Status: Original 1 /30/202310:28:47 AM Signer Events Bobby Samuel bsamuel@greenbrickpartners.com VP Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Accepted: 6/15/2021 9:06:13 AM ID:14292ab4-b3a8-4e10-9ada-Oea9a2c49d9a Company Name: Green Brick Partners, Inc. In Person Signer Events Editor Delivery Events Agent Delivery Events Intermediary Delivery Events Certified Delivery Events Carbon Copy Events Aaron Guthrie aguthde@greenbrickpartners.com Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Accepted: 11/2812022 8:50:22 AM ID:10ecde24-e17e-4186-a5f9-4bd1051d788f Company Name: Green Brick Partners, Inc. Witness Events Notary Events Envelope Summary Events Envelope Sent Certified Delivered Signing Complete Completed Holder: Kristy Chandler kchandler@greenbdckpartners.com Signature CUocuBignetl by k� SAxtUt 9EHS F6F435 . Signature Adoption: Pre -selected Style Using IP Address: 47.4.106.213 Signature Status Status Status Status Status COPIED Signature Signature Status Hashed/Encrypted Security Checked Security Checked Security Checked Status: Completed Envelope Originator: Kristy Chandler kchandler@greenbrickpartners.00m IP Address: 4.34.178.219 Location: DocuSign Timestamp Sent: 1/30/2023 10:29:57 AM Viewed: 1/30/2023 10:35:40 AM Signed: 1/30/2023 10:36:20 AM Timestamp Timestamp Timestamp Timestamp Timestamp Timestamp Sent: 1 /30/2023 10:36:24 AM Viewed: 1/30/202310:50:07 AM Timestamp Timestamp Timestamps 1/30/2023 10:29:57 AM 1/30/2023 10:35:40 AM 1/30/2023 10:36:20 AM 1/30/2023 10:36:24 AM Payment Events Status Timestamps Electronic Record and Signature Disclosure Electronic Record and Signature Disclosure created on: 5/6/2020 9:28:54 AM Parties agreed to: Bobby Samuel, Aaron Guthrie ID1MxiWr 1130M9x611111111,9IlMelM111l` er.,%IUJSD31]61:141L81Y111:3N From time to time, Green Brick Partners, Inc. 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