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Contract 62262
Date Received: 11/05/2024 Permit No.: SWFMA-24-0069 Time Received: 2:25 p.m. City Secretary No.: 62262 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day 5th of November 20 24 , by and between GBTM Sendera LLC, a Delaware limited liability company, acting by and through Bobby Samuel, hereinafter referred to as "Landowner", the Madero Residential Community, Inc, 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 Matthew Ashton Survey, Abstract No. 1, Denton County, Texas according to the deed recorded in Document No. 2020-132253, Deed Records, Denton 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 Madero Phase 10 hereinafter called the "Plan', which is expressly made a part hereof, as approved or to be approved by the City and the Landowner and Association provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner and Association, 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 Stormwater Management Facilities be constructed and maintained on a portion of the Property; and OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT Rev 03/01/2022 BN WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including Association, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and WHEREAS, Landowner agrees to convey the Facility Property to the Association and the Association agrees to accept the Property where the Stormwater Facility is located. 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: The Landowner and Association, its successors and assigns, shall adequately construct and maintain the on -site Stormwater Management 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 Stormwater Facility includes all pipes, channels or other conveyances built to convey stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their 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. The Landowner and Association, 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, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev 03/01/2022 BN perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner and Association, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner and the Association, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, 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 and the Association, 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 or the Association. 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. STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev 03/01/2022 BN 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ASSOCIATION COVENANT AND AGREE AND DOES HEREBY INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE FACILITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA; OR FAILURE TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association 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. Landowner and Association covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, 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 100year frequency flood. 8. This Agreement shall be recorded among the land records of Denton County, Texas, shall constitute a covenant running with the land, and shall be binding on STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 9. Notwithstanding anything to the contrary contained or implied elsewhere herein, it is expressly agreed and understood that the liabilities, indemnities and obligations of GBTM Sendera LLC as Landowner hereunder shall expire and be of no further force or effect upon the transfer ("Transfer") by GBTM Sendera LLC to the Association of legal title to the Facility Property, save and except for any liabilities, indemnities and obligations of GBTM Sendera LLC as Landowner hereunder which have accrued and are due, payable and/or performable as of the date of the Transfer and which shall expressly survive the Transfer. [REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK] STORMWATER FACILITY MAINTENANCE AGREEMENT rJ Rev. 03101/2022 BN Executed this 5th day of November 20 2 CITY OF FORT WORTH baru� �rGcd� Dana Burghd off (No 20242115 CST) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Nov 4, 2024 Approved as to Form and Legality: ✓l�c��w ✓t�i�c� Matthew Murray Sr. Assistant City Attorney City Attorney's Office 4,dp4U4n� a FORT as O O°O° �o° °° 1 ATTEST: �°00o oaa� Pvo oo °°° o 00000000 Ci ada� nEXA?oap Jannette S. Goodall City Secretary 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 Owelr Rebecca Diane Owen (Nov 4, 2024 11:03 CST) Rebecca Owen Planning Manager OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev 03/01/2022 BN LANDOWNER GBTM Sendera, LLC a Delaware limited liability company By: GRBK Edgewood LLC a Texas limited liability company Its: Development Manager, of GBTM Sendera, LLC By: Bobby Samuel Its: Authorized Signer Date: /[`� ,Z lezf ASSOCIATION Madero Residential Community, Inc. a Texas non-profit corporation By: Bobf5-y'_Sa&ue� Its: Vice President Date: /0�Z41/ y STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN LANDOWNER STATE OF f �, COUNTY OF BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared Bobby Samuel, Authorized Signer, 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 Edgewood LLC, a Texas limited liability company, the Development Manager of GBTM Sendera, LLC, a Delaware limited liability company, and in the capacity therein stated. GIVEN UNDER MY H ND AND SEAL OF OFFICE this kk day of , 20. Notary �tfb Hi c, State of v *a" `Pe KRISTY LYN CHANDLER Notary ID #129770238 �„ pi My Commission Expires _ 'vgp-r w April 1, 2026 STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev, 03/01/2022 BN ASSOCIATION STATE OF § COUNTY OF ! ' I� I fair § This instrument was acknowledged before me on D, jj wf A., bAy, Bobby Samuel, authorized representative, acting on behalf of the Madero Residential Community, Inc. NVar��—PZ�blic,-State- of o1PR" aye` KRISTY LYN CHANDLER ' z Notary ID #129770238 s My Commission Expires r April 1, 2026 STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev, 03/01/2022 BN STATE OF TEXAS S COUNTY OF TARRANT § This instrument was acknowledged before me on November 4th, 2024 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. Notary Public, State of Texas o�pRY/'(ie/ WENDY L BEARDSLEE a Notary Public , STATE OF TEXAS Notary I.D. 13323719-3 ' j `'F00 ' My Comm. Exp. July 28, 2025 ' EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/0112022 BN EXHIBIT "A" 12.750 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 12.750 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'S FILE No. 2020-132253, REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING ON THE EAST LINE OF SAID GBTM SENDERA TRACT, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF A TRACT OF LAND DESCRIBED TO LNR AIV LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. 2022-161445 OF SAID REAL PROPERTY RECORDS BEARS SOUTH 01°1950" EAST, A DISTANCE OF 1,462.43 FEET; THENCE DEPARTING SAID EAST LINE, OVER AND ACROSS SAID GBTM SENDERA TRACT THE FOLLOWING COURSES AND DISTANCES: SOUTH 89°40'10" WEST, A DISTANCE OF 1,511.74 FEET; SOUTH 49°24'43" WEST, A DISTANCE OF 15.26 FEET; SOUTH 10°04'49" WEST, A DISTANCE OF 352.84 FEET; NORTH 79°55'11" WEST, A DISTANCE OF 80.00 FEET; SOUTH 89°40'10" WEST, A DISTANCE OF 694.96 FEET; SOUTH 00°31'42" EAST, A DISTANCE OF 10S.00 FEET; SOUTH 89°40'10" WEST, A DISTANCE OF 50.00 FEET; SOUTH 44°40'10" WEST, A DISTANCE OF 14.14 FEET; SOUTH 00°19'50" EAST, A DISTANCE OF 50.00 FEET; SOUTH 45°19'50" EAST, A DISTANCE OF 14.14 FEET; SOUTH 00°19'50" EAST, A DISTANCE OF 105.00 FEET; SOUTH 89°40'10" WEST, A DISTANCE OF 993.12 FEET FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "PELOTON" FOUND FOR THE NORTHWEST CORNER OF A TRACT OF LAND DESCRIBED TO LNR AIV LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. 2023-91440 OF SAID REAL PROPERTY RECORDS BEARS SOUTH 54°05'55" WEST, A DISTANCE OF 1,453.23 FEET; NORTH 00°08'30" WEST, A DISTANCE OF 63.34 FEET; NORTH 89°46'07" EAST, A DISTANCE OF 837.38 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 51.94 FEET AND A CHORD THAT BEARS NORTH 44°51'34" EAST, 73.28 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 89-43-09", AN ARC -DISTANCE OF 81.34 FEET, - NORTH, A DISTANCE OF 89.86 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 144.43 FEET AND A CHORD THAT BEARS NORTH 45'00'00" EAST, 204.25 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 90-00-00", AN ARC -DISTANCE OF 226.87 FEET; NORTH 89°56'11" EAST, A DISTANCE OF 304.70 FEET, NORTH 84°17'49" EAST, A DISTANCE OF 287.81 FEET; Page 1 of 3 EXHIBIT "A" 12.750 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT NORTH 10°04'49" EAST, A DISTANCE OF 459.48 FEET; NORTH 89°40'10" EAST, A DISTANCE OF 1,693.91 FEET TO SAID EAST LINE; THENCE SOUTH 00°19'50" EAST, WITH SAID EAST LINE, A DISTANCE OF 202.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 12.750 ACRES (555,385 SQ. FEET) OF LAND. Aaron (S-B-mwn`R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7th Street, Suite 300 Fort Worth, Texas 76107 S 682-747-0800 TBPELS Firm No. 10194382 Page 2 of 3 �P•�G`� RFO 9 AAI20N C. BROWN . 6702 °Fsuy- March 27, 2024 RADIUS LENGT CURVE I CE 89R4309 ANGLE I 51.94' CHORD G I CHORD LENGTH ' 22 AR.34' H 81 C2 90'00'00 1 144.43 N45'00 0099E 20425 "DETAIL A" (NOT TO SCALE) L4 I � 1 J I I I a0 MATTHEW ASHTON ABSTRACT N o N89'46'07"E 837_.38' _-.11 S89'40'10"W 993.12' N/ ^I 3� s l ^nl pl 1 �I I S89'36'09"W V225.18' 5/8"CIRF "PELOTON" (CM) LNR AIV LLC C.C.# 2023-91440 R.P.R.D.C.T. Y N N89'56' 1 1 "E 304.70' 0. SURVEY 1 � vs a O o� Z N8V1794999E 287.81' M S89'40'10"W 694.96' r I I / t o0 SEE "I "DETAIL A" N89040' 10"E 1693.91' S89`40' 10"w 1511.74' oy � M L2 -12.750 ACRES (555,385 S.F.) GBTM SENDERA LLC CC#2020-132253 R.P.R.D.C.T. —N89'36'09"E 675.00' -----o N89'36'09"E 1 1685.43' NORTHWEST INDEPENDENT SCHOOL DISTRICT C.C.#2023-51106 R.P.R.D.C.T. LNR AIV LLC C.C_#2022-161445 R.P.R.D.C.T. LEGEND CM CONTROLLING MONUMENT CIRF CAPPED IRON ROD FOUND o 5/8" CAPPED IRON ROD FOUND STAMPED "LJA SURVEYING" UNLESS OTHERWISE NOTED C.C.# COUNTY CLERK'S FILE NO. n R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS 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 GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE S THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00015063 FROM THE ORIGIN (0,0). DATE: 13/27/2024 EXHIBIT "A" PAGE 3 z ORWN BY: I K.R.B. 12.750 ACRE STORM WATER FACILITY CHKD BY: A.C.B, MAINTENANCE AGREEMENT >i SITUATED IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1 OF 3 PROJ NO. 10112 CITY OF FORT WORTH, DENTON COUNTY, TEXAS W o ,0 O N O N O VI POINT OF BEGINNING W _z 00 000 -� O� _jN p NU a' OO�q �0 o� I W N C� � r < LJ U X 0 U a a a CNI W �C\2 �n a c (n • L 2� O Z) LINE BEARING DISTANCE L1 S49'24'43"W I 15.26' L2 N79'55'11 "W 80.00, L3 S00'31'42"E 105.00' L4 S89'40' 10"W 50.00' L5 S44.40' 10"W 14.14' L6 SOO-19'50"E 50.00' L7 S45' 19'50"E 14.14' L8 SOO*I9'50"E 105.00' L9 N00'08'30"W 63.34' L10 NORTH 89.86' 300 1 INCH = 30OFT. LJA Surveying, Inc. IA 3017 Wes(7Ih S"e( Phone 682.747.0800 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 EXHIBIT "B" MADERO PHASE 10 CONSTRUCTION PLAN SHEETS: • DRAINAGE AREA MAP • STORM DRAIN PLAN & PROFILES • SWALE PLAN & PROFILES • GRADING PLAN • STORM DRAIN DETAILS • EROSION CONTROL PLAN 1 1 N4pCP0 , 1 3 3 � f p�, W Ti PP SEE ,on AS(tt."yG�`x /1A F fAK111A110NS� / w16cT ea— to/ ' l (o ..".Pw Al10Pu wwpE_Btw ol Et a10 E.'". /{(T �fJ SEND4- A.K. ;IA (pl ID,100 J C r EXolIxO Ostl 14[T SENOERAcm 0.m DI O31( IPLQ ( 72sm. cot, R10 (iN 1O3)001 LJ I C111I1_LILILIL �—� LC1T�tWj uillf�l�fl _ al - - - C , -, 77 .jJ11Iyj�I1 11III }I''}��III 'I�III 1IIIy�IIyTI.- r �I � �_- 1 _1 M -IE-TII �I�--IIF N E \ OPOP RI i SEESwOLE D I INFET T- ; .,IFOR SE ON RND i-- ----1 SM" no { 1-J r I{�I �jII� Iyj'I yTII� L ------ ---------1. "'� K F -E M 0 Px65E I . I � � I VAIPR'Mw(l r`I-AOgIVFM _' _ :NICPN COMT'0'JJJI I1(vA41O4 . stf H / kLL I ..L_L K Ila(!s i 4r {F- � ,1ti � 116 4 6 11 ElJII`111III JJW1' fuNPE EPD� f 1 1T1 � foR AClD'I CFO T/�- 11 - iI----, IFEP� 6�R�I'E = 1I�I �II I I I I II 1 1 l stop me 3 4 sldwlwrv`" NI F ENMCF 1 AGPEEMENT CU■ 11 0 MI5 40p rs _ I `r�w�[MI��1 v""i11o:9w EaT( 1o6pN Pox9 , lao m PSF>_ - aw fiD 1 k------- �— �(/fIro1069N 4 4-nlsl 11 • • 1�11 s_ — PROTECT NO IM901 0: 311114-09W 31-104901-E0J IMPSCO ND SFFC Mrx.nw rwr.._wJFS. �.XI,Iwlrxr}.x116g IC4DIxIMD1 6q +: ✓>W p O " fP1x 'Y N COFOR Al &4CR ora 9x SCC K sYJMOA "OfD t .!• 4Rsl AY4/1T.,AI YY CYHIDRK G(V M. pICNWw% m T WIN CO 1P(x V a C(M[R At SW I OF WPO ow. OY TI:C roa a s(Axwo A= AT x1N'tm wore Po1n UAv -r3x I BAR 11 atv.SO+ d. OVERALLSTORM DRAINAGE MAP Madero Phase 10 CITY OF FORT WORTH D�OENNTyTON COUNTY, TEXAS CNO GOM fspl anw14F(LA 6uM Oro poles Ras 1i06 FPN-F-1N6 WA PROJEM ID M340-011] DART —1 AN .• �' .. DESIGN: FOWFM ' DwEMI � kl,lx nu SWE HORZ: 1- - 200' VERT: N/A' CY SHEE 41 0I 1N USTM N % AL urn ILI. SCNOERA RARM BOtAiVAZ i 1 NOTES I THE EXISTENCE AN LOCAnON of ALL LxIOERCRounD ununEs snovm NOTE: ME CONTRACTOR SIMLL CONTACT ME FOLLOI NO AT LEAST ON THE ORAMNGS WERE OBIANED FRDI AVAILABLE RECORDS AA10 ARE APPV*,A TE NOIN(II WE OWNEP. OIt OINDR N(IR ONG AB HOURS PRIOR TO EXCAVATING IN THIS APEA ASSUMES ANF 1ESPORLBARF F0W UDlIT17 Pll0F1 TO COIPFIRUCT I THE CON,WAO ED TO INS FORT WORTH WATER TEPARTNfNT 1-e1)-]PI-4.)) ALL0 HERONNT MO ANT OTHER L+EASURES TO PPOTELi ALL LINES SHOWN AR PROTECT LINES ALEID'J W 1-e00-515-6003 HE UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS fm CLECFRC QLWCRY -e00-)11-2112 1WWER CONN-CATIONS FORT WORTH MANSPORTATATN/PUIEIC WORNS +-el)-509-e2TL 1-01)-]12-123F 2 CONIMCFOR SHALL VEWFT NOPMONfAL AND VEI1nCAt LOCATIONS OF ALL E'SRWO URITIES PPOR To CONSTPUCTION FOR OTHER FALLfnES—TEYASeII ORG OR 1-100-SA5-60O5 D INNETRTELY NOI— THE ENCINEER OF ANT' DISCREPANCIES A. SEE APPROVED FLOOD STUDY FSR-2020-061 FOR COMPLETE DOWNSTREAM ASSESMENT 'RpAf�YANr NAnum� FIT , 17 1 ,x'75 DESIGN CRITERIA 1, RATIONAL METHOD OF DESICN, 1. 0IEWA 111twANLY (A) CLOSED SfSFEM - 5 YEAR (B) CLOSED SYSTEM - 100 YEAR (C) OPEN CHANNEL - IN YEAR = 0.010 FOR REINFORCED CONCRETE PIPE = 00+5 FOR REINFORCED CONCRETE WIT O 0019 FOR STREET / CURERS TAMNFALL IIITENSIV FROM CITY OF FORT WORTH STORM ORAN MANUAL RUNOFF COEFFICIENTS RESIDENTIAL 'A-S'_ C=0 67 Ir.) 9e EXISTING CONDITIONS . C=030 LEGEND DRAINAGE DMDE FPUroHT STORM ONAAN SYSi[R MST- STORK DRAIN SYSTEM 0♦LSAAtt AWE. OESCAMnON DRAINAGE AREA ACRDTGE SUIFACC FLAP ALaOIA Cm PPOI(C1 NO 10,101 FIT: 0011 A-0200A p- I OAOD1-[DINS 91-CO AMRseo NO se-c 1 jfNfNUAauc. NrC:dll. Nw.TPINIw 1 MtM 'Y IN CA COMR At DAOF CUft 1 ON scAW1 SOL OF iL,Li A ROM! t A5' FIST a,AWSTrr WAY C(N1ME0NC [I T50 AI MTWRE CUT WTM •x' IN CENTER AT BACK OF CMAORDI OF M PCCR OC ull"AN) RAKE Ai :OWD RODE OA , I I ow fi EXISTING DRAINAGE AREA MAP Madero Phase 10 CITY OF FORT WORTH DENT O\, COUNTY, 'I W \`� Aee� onA NFape,.wr \ Suea00 OANA TAtaA TS1O6 IA PoAAe 1-111T10 WA PR0IEC7 ID NTDAO-0112 I D"01" "'LI 20N I E9xxl: NNR6 DRAWN. 11VOas SCA E R VEI'• VEPi; N/AA SHEET 42 OF IN SHEETS if1°�00N0°waLLAOYy LEGEND DESIGN CRITERIA NOTES ws �mmJ1r I THE E%ISIENOE AND "C"oN OF ALL UNDERGROUND UPLRIFS RPA .aRl -a W + P • N �m D LtYx ■N}tP1 NACT•tYAP,Fx I- RATIDNAL METHOD OF DESIGN MDWN M ME DPAWNCS WERE OBTANEO FROM AVAIARIE EI.1 NJa nbrm lN6 EAbYn00 Y.er.n0 I a/ASAQ dAR b'NIr. Nob.IMHYor IcM1I ICM11 E. AOI[N{ m t(/ ]. ocuo" CLOSED SYSTEM RECORDS AND ME ENGINEER •4TE NETHER ME OWNED, II re0rD7EO STORY ulAN Sl'STd (A) CLOSED SYSTEM - 5 G DULAHEFEA NOR ENGINEER ASSUMES AHY PESPOTOR SIT• FOR I . 11 bl• µ�- NI- +�- - 1� (B) OPEN CHANNEL - Too EAR M�� TO WINANY PRUCTIONEONDI ME CONTAGION SIWL BE SD A !BD •1 tti MT 10 ,L [LSh,,C StdY ONA. YRItY RCWt1ED TO TAXE .NY PPECM,IIONMY MUSUPFS TO o (C) OPEN CHANNEL - 100 YEAR PROTECT ALL LNR !MOWN ANO/M ANY OTHER VNOERGRWND +W I !Y 1 ` I • n - 0015 FOR REINFORCED CONCRETE POE ,RILRIES NOT OF IN. OR NOT S—N ON THE PIANS _ Y •, it %I lNU'WY MU atS4MIMIN R T�..Q mm �R _ _ _ _ e n = OOHS FOR REINFORCED CONCRETE 60X "el wB wn IN"" rpwN 6bugO RBI O [,n0 I Q 1.25 W+MCi YU ACRI/4E 0 019 FOR STREET / 011TT F 1 CONTPACTOR sIULL VERIFY IDRIZONTAL MID KPTkx MIrP1Ir On. IPtH PM1I Ip^'f ) LOGTgVS OF ALL IXISTI ON UTIlRIES PRIOR TO CONSTRUCTION -•■ 1 j RAINFALL INTENSITY FROM CRY OF oil 4 - iH y .1-1. A- MRDN FORT IN AM STORM DRAM MANUAL ] IMMED— NOTW ME EN0— OF MN DISCREPANCIESMR Y ♦'�'- 1Aa- •Y - ■ 1Nif" RUNOFF COEFFICIMSr ; ❑r INLET DESIGN POW RESIDEMNL -A-5 ... C-0.67 1� 7.aB A SEE APPROIED DRAINAGE TRAW OS-U-0101 FOR COMPLETE E �, , I I E%ISTING CONDRIONS . C=0.30 DNAANA rAN ASSESMENI. O - ' A. INLET NUMBER In'"-aM—f-1.. - -1. r■- AL —LM --U:'— TY _ n -- - -mil R rr : Yr \ I `p �� �ry�w Yy u -� ■... _ J l j■ .~_ I _ —.�s� — - .�17 �} l� (l, r.I i T!4 aL` 111 rY 0 7m AC ED i, lll�i).e n �: 1 m •moo—cr: k 4�� w- zs' E■- t UI _I I _� Tmw Kc-N"I'1 cn PDatt No a Ra Y� sronM WArzx - ME. Wsun w N-c / /�/ U EICE TIZ Im WENT aYT \ 1 m AGREEMENT , 1 I jr - j— -' —ir M•• �Ar - . sm,Paexa sWAtE ---J - - - ' I �I/. 1� I� 111 f �T/✓ ssF YK[n )a-11 f .-`1�� �tia��.et�6'-^ � � a Nib b I \lu} ]Tf (ft• 'T'C-Tn--'i - v "Tn` n� Ix. {in rG`mcWT4A% 1 _. t -!_: R ort E CU No '. / I _ / A- _- c4 Y r• �r�-__ •� 91 } I' iplAlC CUTNAM •IM •X• IN CNNTER AT HACK or "If OI,STNO fDE S� i I II I(1 J SIDRM MANAGE / 52 _ - s - _ - 11: _ ' — -NMSi IwA+ clMt04AiC RORO t AStILY hTtl SDNDDL, jNwc I '1 ' EAEMDHT PUBLIC SWME ♦ �I--g\]_ - PI - `l vcNMNa M ! pI[, 'WTOp y-'t 1 �I E` RJ2SEE SKEt FOR fECDON AYO — -- � �� . _ _ �Q - ` — -T, 7 r' a01 / [ 1 ! �J S�MNAiL SW[ ! Y YI iDAN aF IONJAN ME PWI of SDNYAAN IMAX RIDGE AT �Onitl MEVI TIONS FRYIIq Salle[ t 1 M 1 J / 1 sLE J{ER WI-» 1 I / SEW ■OGE Rplp D[V r�Y. I -A • 'AA \ ( ` tt M SEeTAN AND I/ fR]RNG Kt-ftls I ( 1A1f r '�� NMI �[■N >� 1 1 1 ,tea` mEwINEa apD.As r� / �rP su SN[Ll rilDo mf S(NDE7bL on 1 E -aJ ---- ` r /. .. 4,e BOULEVARD'=es1l-/�I —AN— .NCH LPN 103]w _ 11 _ 0'� �1 GREfMEIITE It.K. I.K. i ' 17 II-r 2Ar- W 0 I NI --- IS Dr 1 J. wV�. Yrt IHY]O1 Be atlMEMND 1 •x Ws - °" - _- ax - --� IHW _ I �-.��C OVERALL INTERIM COH.Is IEO WITH�-1`- Mls PIAx SET / r — _ a•- r a ,M] _ eA� - ` I - a� urN • - �� DRAINAGE AREA NAP Iw I,W = - ,r s,f ai3 -w :Da as: T. �� ' M■N,E.Am,Hct ' _ - ---� ar, o SO I ].I ,.a �A - J ,, S�I� wI.rMYM[ ,•, I _ _— - —' _— r - c'RSi■G1111M �- -*ANCN� �� uI ]As sAl w - -F fa s % 1 1 s.- AyEn-, �I" _ �iy' s 1�aC1eT0 `°'°°"sGyi I I 1 N - - f» I .' _ o e, it d I w;;w.�i '] - . "I^ Phase 10 W. asTw ,W LEI w I Iy IA. RA7 Is la 11 ! APINAIIRAN LaEAnaM riNNA ART.. S I 1 1 �1 v ) cENTEAMR is iM f AID r■YWR WPWE3 Oaf �I tW ` �'-- les Osr rWr SEE S.W 7f D]> A lu AAa ._ Ae r- tAlo ato - NFDaMiLTIwT[ nlaoarwn nK CITY OF FORT WORTH - t A' _ -. = _ AA cle% Wlcllw DENTON COUNTY, TEXAS � $M AS L I 1V .��/ Is L 1.111 .1 I.sl I- , LD ... E I 14. 11 I 1. 12 MISTING 1- .�1[' H IM1 DROP EEL' 'r-StP [lATnG ws _—� P r�L i I LSD1 . o.v P1ASalOpI I . c" IOR- 1 S10RM DD. — ^ it DAs E71Gm,G ( Pan — _ - 1' - 103 AMO[NY , LL N I . - I'r45[ A L'J -I. - %SDNG SDI SWe [ro mAY M1W. +eSx um 4�rjE yt YI IW ---_-_ i cM�IMBN �I^. CN IOEON CFOEROO� E. i - - - OaMH Telco[ i5i06 F..F-13fE AOPEEIIp, PfllOf MIp1L0 OIniTRC sD.t ce. 1 1 /WI 1 �cDM IOEOx- I _GINPG01 . PIWE --II �T�IIw Sw L MII[uECI�O D�'IN -II sua "AID. 07 c!M Ip1aS Ou PONATA IN, ( r�t0-K NAMANRWIIMCISD �F''' �L� rZ73f1 CPN 101p! Es JULY Mri 07: 1 IW eaurv+RDI�� _ IAIOLIID .1.- I{L_ - .,.•' , ofslraa: LDo¢un _ IL CrN wNp NI�C f { 1 ' - NOTE: ME EONTPACTOfl 5141E LOMACT ME FOLLOWING AT LEAST IDNW 1I.—� I, V ill • DaAWM fst HOURS PR OR TO E%CAVATNG IN iH5 ARF0. J GAINING Iw "D FORT WORTH WATER OFPMTNEM 1 BIT-]B2 Na]T we' ■TMw SV1E FORT CAS t-B00-5.5 6W5 "WW' HMZ: 1- - 200' Eua t OELMA t-BOD 711-9113 c Z t.• 1-y VERI: N/A bYAetV wMMUHR WOWS 1-BIt-'At-LIi2 SHEET - ,Nlar Iql I 11 a M�jOfIsmmL1Y \ - - _ 1, _ _ rD•1 MMM TPMHSPo—IoN/PUBLX: WONIts ,-eLi-lSs-I]H _ 43 -ON 10A]M O•» ! ll NyN IWTea L, , T 1 A , _ _1� FOR OTHER FACINIES YTrN[iWq,1.OR] M ,-tw-SU-lwf Or 15A SHEENS Im' ,. I . I .` AA I •� .r I z^�` I • I • a�.� „_ .»l.»!' DESIGN CRITERIA ��_�� LEGEND ME ENSTENCE ANO LOG00N OF Pl1 UNDERGROUND / UTILITIES SHOWN ON ME DRAYANGS WERE OBT w 01111WG[ ONCE / I R2A T A rf b ;• • F FASTMH 501 �s / E RANCH BOUEVAPC LOAARC tp]]DO 1 PJ. aL Y L I I 6 I 1 MNCOULEMARD FOJloom yN DAm F� F _ -•1C ll I- RATIONAL METHOD OF DESIGN. FROM AWAABIE RECORDS µD ARE APPROXIM E __ t�ti ( y• �, ^� 2 DESIGN FREOUENLY HOMER ME OWNER, OENAwEfl NOR ENGNEER AZ RIR0PO1•TD S}OWM dWh SY51W aA, (A) CLOSED SYSTEM - 5 YEAR CONSTRUCTION MEISSUAIM ANY C ONBILW TRACTOR FDA SHALLRBE REQUIRED _'A,4 STd,u Ows, SVSrtV Rri• A C EM PH TO (B) CLOSED SYSTEM - 100 YEAR TO LANE ANY PRECAUTIONARY MEASURES TO PROTECT (C) OPEN CHANNEL - IOD YEAR TO UNES SHOWN AND/OA ANY OTHER UNDERGROUND a OXA'+EAK MU OESlJAMHY+ .N'y P �ti TT "IT hN• = 0.01J FOR REINFORCED CONCRETE PIPE U LRIFS HOi OF RECORD OR NOT SHOWN ON THE I }S DM1AAAACf AAG ACWUCE 0015 FOR REINFORCED CONCRETE BOX PLANS N. = 0.019 FOR STREET / GUTTERS =r _ r �• - RAINFALL INTENSITY FROM Cltt OF } CON AACTOR SNALL —A" HORIZONTAL ANO vEROCAL —,r s -w RAW FRWD11 �1W�• ..E FORF WORTH STORM INUMN MINUAL LOGROHS OF ALL EXISTINGURLMfs HdOR To RUNOFF COEFFICIENTS C0sIS1PUtTgx a MST O6W PONY . -rl, a �i --NF Y, t . ' r•_ -' RESICENIRL •A-5• ... C=0.67 1-790 ] IMMEDIATELY NOTIFY THE ENWNEER OF ANY S — EXISTNG CONDITIONS- C-0 JO DISCREPANCIES © RACE NUMBER a SEE APPROVED DRUNAGE STUDY 05-2E-0I91 FOR B ... Y Y!•,L _ . _ !__ COMPLETE DOWNSTREAM ASSESMENT. ME CONTRACTOR STAB. COIIFACT ME FOLLOMNG AT LEAST `.- - -H%1F - �� • ~ 1 ��i tB HWPS RMOR TO EXCAVARNG IN THIS AREA. "fM1 T- WT' AT W WATER cE➢sAfliaThlT I.BTT.Jp-NFL \ ` - ' -•--yns .�`, ' S •+• T .{ '-.ITo•• •.. - ��-•---FF M^'� ATMOs GAS Gs T.ODO-Stl•6Ws `( IXU EUCM OROOPs 1-BoAN a Tlt-9112 r CHARTER CONMUNIGTIONS L-8i]-509-6Z]} .. �. �. FORT WORM TRANSPORTATION/PUBUC WORKS-13]t --� ��MER FALTU11E5 WNW TEY SBI I oRO� Say-It0p5 � � ✓ 1 I L TUNpE _ I , T.A V O�Op L� DE FUTURE i I ' �I •M D[RO eIrNAFc STORM I w I N i 0 }00 40 AYMW YMNP inlL.s«. �Ai� IiDid9i!?$:4 r•NMR AvlwMfl. AN, I� 9MTFq OUT AM YIN CKHTPX .Y IMC. w CUPS N To11TN SIDE OE vino+ ROTS . a6• W[sT I . SCAU l A, %NUM ta" ]SC tl KNICHAIAAA AID r. WUARE CUT HAM Y IN ttAYIIW AI BALE OrANtl aplfH w THE OOCA w SEIBWq NOCE A, XN4D1 ANDCE ACMD' ON -ID Y I ' IF. I WE I - OVERALL OVERALL DRAINAGE AREA MAP ULTIMATE CONorriONS _ CITY OF FORT WORTH yJ .1D DENT ON COON'1"V,'FEXAS E- GE^� AIF Wa IA SEOTON EOM C: N_RalexRY RARaT IE96}1 CT,D SWc<00 GAMS Tens'S}116 FRN•F-I]Hi WA PROTECT W NTNO-OT t Z DATE: MLI' ZOZt A DESIGN: 100EUP IOIO C : ORAYM: SWEXQ HIM INnEY SCALE ,} •yy HOR2: I• • }M• WIT: N/A SHEEF y 48 OF Im SHEETS N 820 815 81O I sruN9l WATER Ac.rry E —EIIANCE AOREAEM atom 8t .810825 605 6Z 800 815 795 810 790 805 ��w �1F r enW1 4�:I N5LMD END NERD L E�p�nw vQf/al iIr m"E SOW 7tp0 [!O NEMwILt NMFAI / MNNTECI m Al11CITOM OW SD11 1riE "A' (19" OFEPI C11Y PROJECT NO 104901 CID: W114-O200431-104901-E07595 X-27997 W-]014 WF91 w SW-C Pila11e1nr1NYNN1 IqD<. NO 1: "t CVT — 'r IN eoM AT 9ACN M cum IN 50MTW SIDE OF SMJNDA —0 ! 45' NEST OF W AT WAY CEW MJNE EUY "I. Ip0\ - NO Y- ACWIE OUI WIN V IN CEKDEN Al INEN M M. OIIM OF w nCCll OF WWCE AI �oE. NCCC .04a EI- II i I 835 630TORM DRAIN PLAN & PROFILE SDI I & SLID 825 Madero Phase 10 820 CITY OF FORT WORTH DEMON CODMI"Y, TEXAS ell w lA N101 M,7 �.'. n9.Xs•EnE sNo<99 Dau, TMas i5209 FPN. F.1116 810 I M] 00 Sp GATE: MY 2D24 —D— IXK DruwW: SMZ 805 swe. l:[a+a�' scAlE '•�• � VEfl4'T: 1' . 4' M i SNEr c 00 E 8Of 154VSHEETS T"I O Rleer Pert, RH,r Jm, f..Mi ��S.1�3i -'>• imTet�l.itl:!_Eki!!F� il7 IV MINIMUM it EEBOMO oMR0.0 a( LOT r■� � CEN,EPILE CUMVE WTA � � Es I WI DELTA I MDIUS I LLNo. no I c-L O fi' TOP SOIL 1 ANO SEEDAND SEEDING 6' TOP SOIL ING RED CI 9B']S'19" B) W' 1]619 I s„'49']B1V 1122 }2' flEOUIR REWIRED tA' Z (PPoVATE SWILE 1) 0100 - 19 ze USSECTION A -A s PROFILE I NTs on (O OSDJ sEL TABLE V (OOM) - SEE " E OR P-d . VARMBLE .®y.1 Gial I NRMIIC Ko 1 ,0 9[ HILNOR[D[AA9) MAYEtA01E8 1911. l0E i1AkME0 r 11 }..•. vow 95 . MFFE- MFFE. MFFE. MFFE- WR• WFC- MIIEe YFFEm MFFED MFFE- MFFE. MFFE= 1j 1 MFFE_ M[FE- MFFE. MFFE MFFE W23 V 9]2.0 .1 fi "1 ] C109 am. 9Y1.1 936.0 MIN9]ss 9]6.1 � 1 An .3].\ BJ].5 93JI Yz. I ,. V ,. 20 , i, 22 --, ' s . I �1� yw M'AIE fTA ,l•}, SO ' •9iCtio�d7 F M1tEyy - Be AN R I Cm NRpI[C Mu 10,90, Fq w,Ia_ELgppLsl-,a,9DI-mTEu so , MAP9CG MD 9M-C • I N..0hDlllw. IFMCI 5 �laini..,n.r•Np IFMAAI NO , __ MIUM[ DDT YAM ')< INGENDER AT EACR OF CI}[ N scuw wK or s,MAoA ADAD R ,V WEST a MIIISTAY uY UNFoeIe[ [ll,I me. IDICNMANI A }I 4,,IARE CUT MII T IN CENIER AT V OF CUIM, ORfn OF 11[ PCq OF SERRANO RIOGE AT 1 SWALE PLAN & PROFILE PRIVATE SWALE I 835 Madero Phase 10 sa0 CITY OF FORT WORTH DENTON COUNTY. TEXAS 425 LAE[ M YIw b060Noim CMbM fNsenwry wr. ul RS�rT•l sw m DYas itmt :521K fRN.t.l9[6 82G _ W 'D-0 f ID NTNO-0112 DATE: .IDLY 2021 DESIGN: LOINI DRA N: 9Mz 815 . , ,rrR• s HR, 1, -,0 y VEfli: 1" . 1' YQT 69 810 aF 194 SNEER '9 9: AR t�'2 K$ fFti �a ;++aii rII{ a :•6 •y�.�s. " / i sronr •ATp rACILIIT B2:YAADTA4NCE AGREEIENI �lIC1 //n 1 8266 U ., WFFE- Ba+s MUI RE b El o asrrDm AwMYwwum A 3g14� . TOL 61AWug0 "'V RLIry/E CU Qu wj I DELTA AA0115 I IENGTH CHIXiU I C-L d BPJfi•H• 6T.. I ]b tW 5 40'JBw 122 72• �Cr 6D00'00. 106 AJ' nLBY1 BASD0'OOW ISA 26• 0' YIIwIM I6CppAAO NOUN9 C� LOT .s • fa 1.04 fi• TDV SOIL .0 SEEDNG AND D REWIRED REQUWIREADED eA (PRNATE SWAlE 1) SECTION A —A 21a ; 28RR.1 HIS 4 MOW - SEE TAPE Y (0.0]]) - SEE TAPE DD Rrav— - VM eRi E IM'AIE v.IIE 1 N10POT(IDEO 4 VNl T06 [3TV YFTE- 1 BZA.1 /�/"\ I YrfE. 62].1 IfTE- 622b uiTE- 6221 1 �� B21.fi Aw.. nruA 2•R.• M• �� PII..... f�.a A Y �}_��4� 1 W Ae p'• t r� � r^21 br�r 9N. Tar�w,w ��-��w urn i i�M 1»• M �.,/r+!— � \'� M. •'_• M 1•0 —C__ t w 9w iwy- -f!a. 0 61A6. 6 WA 16 + a16n I STA 26 O Af9�Y R' STP ]A p ti A16A0 CITY ORWECT NO I..' DD-. "I 1I-0200131-104901-EOTi6S II-2T692 N-]B11 LLIpSCD N0. SB-C Sf YiYYIE W. —N ']' N CENIEO AT IIADit a DUO YIA..=cp Ta HOWR I]'KVW A en- 14Y EDiIIALo[ ILLY 762.O Q6w4P AO 2•. 4tMM W YITN Y IN CDM AT 91CA Or GPO 011M Or tK ♦DCCA Of KO W10 MODE Al ORpt AICO[ AOIA [E(T� sir n[x]AYI ' T SWALE PLAN & PROFILE PRIVATE SWALE 1 & PRIVATE SWALE 2 Madero Phase 10 CRY OF FORT WORTH DENTON COUNTY,TEXAS WA [n6lnnNir4T. Y,a xnc Non vm,i =-,: ..—owtn< sW11a DYN. TIn1]Safi RN-F30 UA PRwEC1 ID NT]ID-0111 DATE: JULY 1111 DESIGN: 10CIETAR '& sANN: CVI 9CA £ W1• - 4E.: 1• 4- R1: = A' r SNEEI 70 w tet wimn (PRNATE SRAIE ]) 1 OBE ININUH MIN! { 51a0S;Et1 IP02�CEs tiBOMO� 09 .— Y1 W (0 050) - SEE IIBI£ _ I�f tpE (0 a]5) .BEE Tna[ DP PmeNrO . vAFra1E RA1la Q+ 1• roP salt 1 Url -MATC At IJIIJE GIB At0 SEEIWK NEOUnm - Srroq[0. SECTIOrs A -A SWALTO BEHY OSEEDED ANDUINTNNEO UNFIL TOR ESTABDSHEO \ cENifRr+f DATA DELTA RADIUS lEwG1H CHORD IL C] J2/526' 1W 00' S).lY 52W2T3 11Y 56.N0' C< RA5'10' EON' 111.361SIC57211 10251' t �IIFIN�■■■ ' FERnFACAw+ _ U /// �� s1yn111MV1 AIY�lUl11! _ 04 ul .AwwZ BRW[ ] 1 vwwtL swAu � 1D w 1 �°�s r Ran .. •�r� �sFII, F10: ]OIIEcT iN-0300!]110, 011Y01—EOTBBS MV.. R-27997 &dh�1�., any Hen xac•.unt w .. aAweE cm rnnl •r ar ttATa Al BACK DF QMe ■1 BIDfNI Tl2 W •JLYW RYD A ef' wpf q yy1STAr FEI COH[HlM [LLV Tf1.11 w.wwwllw NO 2: AaN1[ LUf WAN 'M' IN CENTER AT BHCN OF 11110 0"N OF THE KM OF SERRAND RIDGE AT 'AMP s00E [ ASB 830 8?S �ESWALE PLAN & PROFILE PRIVATE SWALE 2 & PRIVATE SWALE 3 Madero Phase 10 CITY OF FORT WORTH _ DENTON' COUNTY, TEXAS 810 LA WfiO Naas Lamy gralaxay Pno�e •E9611Fit1 $uae<00 Dales Teus `52E6 FPN-F.1�16 1JA P1wEer 1D 805 xr]AD-o11z .� KM" ,], ' A' e 1 71 795 OF 154 SHEER —f? \i as I �TO _ s LIMA NO U REIL REO / MIlaE1[ SdLC !) 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IA EOE9Ndm Cem gv.:syY n1 aHp1(IIE Euae epp Cates T<os i5t06 FRNG.131E Boo MPROIECf A l40-0112 MTE: AJEY 2024 Mum OM O: wz �yy ew.. ■nl\ srxE VERT: 1' 1' 7.' � SIEET %2 m OF 1/ SNEEIS Q rimANE t ETAP111G HDOR ` ^1' AWµl 96 90 9? aJ I iTfj •,� ) �E g1100� 87 .Jsuwrl � ] NY t' Gf'pplNtHEY MM o 7D Xo B2 I I s GRADING AT SIDE YARD WALL - NIS 4y BJA v�lou�xAartAut[N�E Kgg���'',,�1� 1 rncvFf;FO,wIAAw SEE MIEK �7lSWF1S 1 FILM&PROFIT£ 1 WttI,FIB(:N,XM 9iC1 N-S! FOR SECTION MD \ IE.RlKNwY / CACW1Tpq'� C ' 1 1 \! t 1 WBMo on1 e8 99 eJSI P= FP= FP= FP= FP= FP= FP= FP= FP= FP- FP= FP= FP- FP= FP. I 10.3 840.0 I 839.E - 8392 838 B 838.4 838.0 837.E 837.2 836.8 836A 836.0 835.6 835.2 834.8 J -E A) (TYPE A) I E-E A) (TYPEC.6 (TYPE A) i (TYPE A) (TYPE A) I (TYPE A) (TYPE A) - (PPE A) (TYPE A) (TYPE A) (TYPE A) (ME A) (PPE Al 0 if II IS � 1] I 14 IS It lT 10 19 � 20 21 22 21m I uwj Ld 7 7...� Z --_ - "- - U v 34 ]3 J1- 31 70 29' 2B I n 26 25 7A SS � 1 � P= FP= fP- FP= FP= FP= FP= FP= FP- FP= FP= FP- FP- FP- FP- f0.3 840.0 S 6 839.2 8388 - 83B.4 &t8.0 837.6 1837.2 836.8 836.4 836.0 835.6 835.2 834.8 PE A) (PTYPE a PE A) (' (TYPE A) (TYPE A) (TYPE A) OYI'C `a - (PPE A) (TYPE A) (TITS A) (TYPE A) (ML.) (TYPE A) (ME A) (PPE A) I d y /t� _/ �J r .��- �F I � �._�r� >� -/IA]: r- I rim r-r Y>�] 2�]-�".1 • 1>lTi• a - - i J � .W . u.3' t>t1 ] � W � � r-nrS D -� �'4 ASs ^1 li[i B _` • .•) �� -v�gj B � tii�"' VYii F ..-.a.e -`pia P= FP= FP- FP= FP= FP= FP= FP= FP- FP= FP- FP= FP=1 FP= FP- 34.6 B34,3 B34.1 8338 033.6 833.3 833,1 .832.8 832.6 832.3 832.1 831.8 831.E 831.3 831 6 PEA) (PTYPE PE A) ( A) (TYPE A) Irr A) (TYPE A) (PPE A) (TYPE A) J11 (TYPE A) (TYPE A) (TYPE A) (TYPE A) (PPE IA) (TYPE A) (TYPE A) B i 0 10 I1 I li 1J I4 10 I It i II 17 10 i 10 20 21 22 :�b� !�R!AAAI •. '_ .W. Y ` � y � %//l /II,.I��r/ '�F°•�iY.•t��' N'P ��� / . � .✓•.w.... s I ��i►R'A�� ""' "�f°'' :: a IF 1 'ate MATCH LINE SHEET 84 &W-/» LEGEND )1,J SPO! ELEVAIIOx fV RE. A. 0FU OF J EAISIIND Vol LLEVAIION 1. ALL PoNTIDNS Of PROPOSED RETANINO WALLS INCLUDING I THE lolIT FOORNLS, ETO SITYl NOT FP FINISMCp PAO ELEVnTiON O EXTEND INTO THE OF An F-NAY I 2 THE NNNTENANCE T flPROPCI WALLS SHALL BE THE IC lOP Of CURB O RCSPONSBIUTYNING OF THE PROPERTY OWNER ON WHICH .� THE RETAINING WALL IS LOG1E0 EH, EDGE OF PA�NExI �,.F ] RETNNIxD 80 INC ONFAIER THM NHI IN HEIGHT REQUIRE EC f..STINO GROUND SEPIAAIE IN HEIGHT PERMITS RETAINING WALLS ORFAIFA S N" IN HICEN REGIME PIANS AS SIGNED STA MD FLOW ARROW SEALED BY A CAL ENO STATE OF TEXAS STRUCTURAL ) OR DE0IECHNIGL ENGINEER EXISTING STORY GRAIN SYSTEM o EB EXPOSED 11- 11.. ttPIV1 PAD SIZES ARE AO' x 75' UNLESS DIMENSIONED vC WILLEY OUITEN W 2 OHHERAIS a - OF WALL 1 EIEVAOH (fF) IS ASSUMED TO BE OBO' E PROPOSED OROUNO N ABOVE FINISHED PAD (m) B PROPOSED GPOUxO 0 BOTTOM Of WALL d 3 FF E11 14 SMALL BE A YIMNUY OF 2' ABOVE THE E PROPOSED GROUND Y END OF WALL ULTIWTE ,OD-YEM FLOODPIAIN ETLVARON 4 MAXNUM EXPOSED BEAT (EB) SHILL BE Q 7' AS N-RED PROPOSED SIONN DRAIN SYSTEM FROM FINISH U (iP) I II[111AYW0 R'Al I] FIN15XLO Ust FF 03' AAOIR IMF HIf.XFSi PED [ MC' SOTS DINT ON �� N;It/' ]RI! 1 LOF Rwft W IIII 6 DRTJEWAT SLOPE OF 12% IS PERMITTED TO AVOID ST BE LOCArfO O 4 `n� ROOP CARACES P A DROP AAACE IS REQUIRED THE �� _ IUUUM URAIEWAY SLOPE SHAG BE OR I" 1 XOW Q ) DROP WUGES ME ALLOWED UP TO A IARXIYUM OF 1 Or O I B AL DRNEWAYS ARE TO BE PLACM ON THE HICH SIDE OF •. PAOIEC4K IENCND THE LOT UNLESS OTHERWISE SHDN.N 9 ALL - SHALL BE PERFORMED ACCORD:NO 10 GEDIELHNKAI REPORT W230357 DATED YAY 24. 2UY3 PERFORMED V ALPHA TESDND U>r /WOI/CF AND, Well, ro ]DIT._otoal]t-IwaDl-m1w M A"I No 58-C ALL- 1 cul. • lYP Ilnu�wM f 1lCifIW 1 FPw GY6,.4Pw•,I.IaI) 833.8 ► . (ME A; KI.8ww1N TIO I. ^ ' iOUNIL EUI WIN 'X• IN CENTER AT BMK OF n� 1 w SOUNF $W OF MURCIA ROM A AV T1W CF C 12 7M FOR TO MOPE FRONT YMD FROM ROV � AT ti 1HEN UP AT Y.1 TO FlNAL PAD EIEVATCIN uNsiw W CO/I[IRsi OLY 73261 lAV4W NO TYPICAL GRADING CROSS SECTION MAME I: "2:'X' 1N LENTER AT BARK of eLr® c" MS IORf OF IT x[ 6CR 01 HDDIAl1Al10 110RL O �PPpt WORE flGp EI]Y �-�xW. Haxl (A - / "bw- ]0 wI FP= - ? = Ir GRADING PLAN _ 833.8 N w I mPEA T I Madera _ ... LOT GRADNL 1YPE A jT- AL DNAHALE TO STREET Phase 10 �- FP= 830.: CITY OF FORT WORTH ( YPE A } I da DEVTUN COUX7Y, TEXAS 1 r LA• lJw YFN 6IEONDAm RWN�.FPeAv'ry a Af9671 [710 Lp M<ro a _ •,T OaNI IeUI i52L6 FFN.F ]M r • .715, _ a ,' I L/A PROJECT ID NT340-0112 �,. GTE: JLEY 202A LDI OFADIxL TYPE 3 A` ' I DE11a1L U)AOM ORWxALE BOTH 1C S1RE[T tr RCM LOT UNE . I{LRi FFEFFM������PPjjj111TTT"' Dim`: Dq2 rAANI KWrtH sQAIE j VER1: H/A SHEET 83 OF 154 SHEEIS mlam R 4 _ 1- 1 � RETANIND vAL1 RpP 1 SLfPE N (MAX) 1 .1 T G AT SIDE YARD WALL GRADING NTS 0 O 11 - _ etei • I ..L Po+(rn.•: OF oRyonD KININwc wu LEGEND ]( - 4�' ORION INCI �k FOLw+nrn.i F00,Iwc ETc wALL No+ OI M PALLS NYtF K 1M 7. M CE W PEfNCN 217 SPOT ELEVATON N *,N t. M 1.R PKpn(Nly G+NTP Ok 1Y,flr1 >I } EXISTING SPOT ELEVATpn PINT .KvOU G M0(,A XNAUS GAKLOHAN, 10MVI NC NACL4 GIRAIL7E SHAH 5' IN *N " IIC�IAPE FIX p cImSHED PIO ELEvnnpx S, ? _a �. ,� � T�RC� L« A fAiEA 1(INEO h A LK[NSm S}.r[ N KAU V*ftwNK4AU IC CA TOP or CUPB 0 EDGE OE PAYCME., raj TO ROPYARD FROM ROW E a CiOTKK49f'N ENGINEER p Z FI xG .11 MAP DES CONTRACTOR MOOT AT 1F THEN LIP AT 3:1 TO FINAL PAD ELEVATION Bp1ii EG - EXISTING GROUND 'I.PROP TYPICAL GRADING CROSS SECTION S xta r2Q a A ri' MSS pq( TYRND y?_. EXISTING SIG....NN 11SICN H - Nt' 2 FINISH FLCOR ELEVATION (TO IS ASSUMED TO BE 0 BO' (B fKPOSED BEAM SiA 10]6 1279T I I I'm a �w�P SECTION +io A0 E I S1T11W 1WO1 EKRICF _ . _-------_-.. CPLCNN4Ab - I TREEf AWa NINE .-� T�� EFP SUN &u e335 � 1]2.T �a P=FP= FP.FP=833.8 I833.5 1333.2 832.2.(TPEA)A) (TYPE A) (TREE A) OmE A) (TYPE A) (TYPE A) 7 I ED J U ;Q c. - "I W7[. -- + FPe24a eJO II FPFP= FP= 831.1 830.1 T, 830.4 aYA) (TREE A) I FIAPE A) 9 I 10 l 11 ABOVE FINISHED PAD (FP). 3 FF ELEVATION SHALL BE A MINIMUM OF V ABOVE THE ULTIMATE'GO-YEAR FLODOPLAN ELEVATION. VG VALLCY GUTTER W Ef) 4 MAXIMUM EXPOSED BEAM (Ea) SHALL BE 0.7' AS MEASURED T I'll SEE GPOux0 a TOP OF PKL FROM DNS. PAD (FP) 5. DNISKD PAD MUST BE 0.3' ABOW THE HIGHEST POINT ON is B PROPOSED GROUND C BOTTOM OF WALL D- TYPE 'A• LOTS- E PROPOSED GROUND 0 END OF WALL 4. A MAXIMUM UPNEWAY SLOPE OF 12R B PERMITTED TO AVOID DNGP GAPAArM IF A DROP GARAGE IS KOIXPEA. THE �.Z PROPOSFO STORM DRAIN SYSTEM OANEWAY SLOPE SHALL BE ION. f1 PAOOIIO M-C dALL Q 7. BOP GARAGES ME ALLOWED UP TO A MAXIMUM OF 1.0'. 1. AM DRrvEWAYS ARE 10 BE PUCEO ON THE HIGH STOE OF ILL * PYD{A+Es 29[ V l0T WHEN[ W THE LOT UNLESS OTHERNSE SHOWN. 9 ALL YJTe( sl 1 BE FE ..ED ACCORENO i0 GEIHECNAIIXLL REPORT P230357 GATED MAY 24. 2023 GRNLWAT MUST BE LOCATED •PO'VMO AWP MATCH LINE SHEET 89 PERFORM. Br ALPHA TESTING. •A OSCo APONL,Ac ,1MCHL », ,c.A•ii GRr PRaECT NO 104901 !d ]pi 14-0200111-1019D1,E076B5 X- W-3014 le NAPSG. N0. SB-C II FP= 1�" rn 00 1829.4\_ \ $ i �� N141MH MENCIDWRAX .0 1: MIRM I•'T2T WERI 'X' IN CENTER AT BACK W C R9 BIT SMMOA IOU t is. .. [, ea■ 404514. WAY CENRAPK LTEv T12.4F FP. FP= FPw FP= -1 FP= w me A I Iv+cnMMMI .0 7: 830,0 829.7 ' 829.3 I8.�2.n9e.0 I 828.4 aYNNt q 49Nn %YAAeC CYf MfM li IN CENTER AT BACK OE Cu9O (TYPE APT (TYPE N (TYPE N LTO'E A) ' A U I (TAPE A) 40rHH Or 1NC OGG. of SERRANO RIDGE AT SI+ETI,AOF6 IIEV ]pY ,5 F .Q 1 NCM 'DINE GRADING PLAN .. xe -. ...t � . V Fig owwc(NO�`xPM ro mNXT . NrP1 Iw MNT ]0 A M II tr 2s �.: 17 is T�1 e ,J 3 7 " a ' Te ppg�T FP- FP= FP= FP= FP= FP= FP= FP= FP= FP= FP. FP= FP- FP- FP= i Co FP= 1 1vS21�2rO 833.8 833-5 833.2 832.8 832.5 832.1 831.8 831.4 831.1 830.7 830.4 830.0 129.7 829.3 1 829.0 00 828.2 Phase 10 (rmE A) (TYPE A) (TAPE A) (TYPE A) (TYPE A) I IITPE A) (TYPE A) (ME A) ) (FREE N (TYPE A) (TYPE A) (TYPE N (TREE A) OwE AI (TYPE N 4� '� � OYPE A) ' pjszl ai�.r=1'l i• __,,,Q �i� r _ Lll ?-�-:s7 �a►.n,7 7r��1I{p�M e 1'.�~- TA •� iN 7 CITI'OFFORT WORTH g o '\.4(i -• qdj -. ,0-_"84i4-��,1^^^LLLY4: OEN'I'O]' COUN'L'V.'rExns I 1 = ' Fpw uq QIRPP.IfAw PYRE. p FP= FP= FP= FP= FP- FP= FP= FP= FP= FP= FP FP=i FP= - FP= FP= y�� L,p 830.5 83013 830.0 829.E 829.5 829.3 829.0 B288 028.5 828.3 028.0 827.8 827.5 827.3 827.0 aN3F:mLe,>A =Pe...ar AKA,. Ha e21 ci'a (TYPE A) (TREE A) (TAPE A) (FREE A) '''.(TYPE A) (TYPE A) (TYPE N (TREE A) (TYPE A) (TYPE A) (TPE A) MPE AI (TYPE A) (TYPE A) Mn N 1 V 01PE N f'w 1(0 jj I CfiX TEW Ti(9 iRN.c.131E 7 e S 10 11 /2 13 1. 15 p , UA PROJECTZ0 F� DATE: 3uLr 2o21 oEsgn: LarniAR OMZ : DRAW ,r_�„� _ •� rT�� r-TG�S _ _ TC..e7l.N 4. _2 YEIIM HERE.SCIAX 4D' An/A � 52 EET MATCH NE LISHEET ,Y „ SN85 or 154 PLEA �i tl4 N ee . LUJJ 87 r LP_N Sr—EABNf KE NCP III 9 II TS o z0 10 BD 1PIDm ; RDON '7 I � I ' 4TMN6 Wlit .]1� I I aJ' rR.Wa1 SLOP ROPE � 41 (MA! (E Pr r GRADING AT SIDE YARD WALL MB WWA A 5 EYP COIN ACTOI TO SLOPE FRONT YMO FROM ROW AT IS MEN UP AT 3.1 M FINAL PAD E.EVAIION TYPICAL GRADING CROSS SECTION NIS I . PROFILE '—N AND R1. Aj- PC II NS Fo PROPOSED RET—C WN15 LEGEND NGLl101NG FOUNUATpNS. FOOTINGS. ETC SHNL NOT EXTEND NTO ME BIG M-N-WAY. TI J yqT [LlM1pN i ME WNWENANCE OF RETAINING WAN$ SHALL BE ME RESPONS1.111 OF ME PROPERTY OWNER ON WNN:H N E%.STING SPLIT ELEYM.ON ME REINNINO WNL IS loXA'. ]. RETNMNG WI GREATER 11UN 15' IN HEIGHT REQUIRE IP FINI5HED PAD ELE-0N ^O SE➢ARATE BUILDING PEFURS RUNNING WALLS GREATER 1MN1 24• N 10C. REQUIRE —5 SIGNED AND TC TOP OF CURB I O SEALED W A 1JCENSED STATE OF 1EXAS STRUCNRAL OR GEDTECMNICAL ENGINEER El El EDGE OF PAVEUENt Q E%.SONG —No �E SIWICA' —� yC AlOW AN+vW I- PAD SGES ARE W % 75' UNLESS WMENSIONEO OTNEFEAISE $_- ` EXISTING STORM ORNN SYSTEM I 2 FINISH FLOOR ELEV TCN (FT) 5 ASSUMED TO BE G.RD' EB EXPOSED BEAM O ABOVE FINISHED PAD (FP), ] FF ELEVATION SHALL BE A MINIMUM OF 2' ABOVE THE yG VALLEY GUTTER ULTMATE 100-YEAR FLOODPWN ELEVATNIN T W PROPOSED GROUND O TOP OF WALL In 4 N%IMUM EXPOSED BUM (EB) SHNL BE O T' AS .F URED FROM "ISM "No (fP). B PPOSED CROUNG O BOTTOM OF AN, _ RO SE BE 03' "0"' RE NMAIEST PONE ON S FIN91m PAD MU 'A' L07S E PROPOSED GROUND O ENO OF WALL EL1YPE B Ate—.- I N NI SUCK��R� 0 AVOD }gam PROPOSED SIONM ORAN B,,1W MA%IUNUM DRNEWAY S.ON ]NL1L IZ IOR. : aWar QNfAO[S ARL wD+ro Er m A "'Mof t.a. O ALl pRNYW 1S UIE M BE PLKTD ON Be MpT im OF �� * EREpPOSTO REIAMAC WML INp lUWIDE SIDE OF LOT WNEflE a. W.f LW IIIALSS DTIIDFNIB[ 7TWJWIL 9 RJ. WOR% SNML RBL �TOBORIKD Kcovit D TO R(y(Mf W2]O75! INURED WY 24. 202] � DR.YCW.Y NT lOCA1f0 W PROPOSED Row \CEOI[CINIEAI Pf1WORVA n ALJFEA TESTWO O PROPOSED PPOIECOVE FENCING CRY PROJECT NO 104501 no 210114-02004] 1-104501-EM15 %-DSBT NUPSGO YAPSLU NO SB-C NINNNNIA ]ENCHMAJ06 CRIII.HIRPINU Nu. I(KLMMM. NO I. AJLRE CU7 WRN 'J' N CODlW At BIG% O< W.ID N 500 FM SIDE OF S xP Bw ..v nv a 00PRINY WAY CENMUK a" IN U 04NO r z�pIArT�'l M WjRN x N CENTER .r VmK or 0 +dEt11 Oi W PM. OF 94160NO TL= AT xPAER BOLE I N0. RUN Tq:' GRADING PLAN Madero Phase 10 CITY OF FORT WORTH DENTON COUNTY, TEXAS LA NIW sway PAwa IN -1 T QW3e®s :406 ERN-F-1316 UA PROJECT ID NT340-0112 NTE: SLILY 202A ". KSEI4. LNCW I OPAWN; XN «• scuE i HORZ- N/A I VERT:89 X., t'a' SNEEf I Q IK SLTEEDS J ?t1 ,'•, � _ � j�S - I ME-_-_S^ - RI.AI;ui �omiorNis 0, PROPOSED Ras s_wS. ETC _ �r EXIEEND MO ME N-OF-NAr' LEGEND ME AWNMNW ANCE ac RENwG WALLS SMALL R MEFI] fPOF fVYArOW RE PONSWXUV RETAINING OF ME LOGTE� OWNER ON MREN 13 Q EXISTING SPOT U VA)ION N SILKY IR IARIn-( ` ] EA W ILlNMAO ALLCREATED PMY IV w KIUTT REOMAR[ StP It DOILOMO FERMIS PETA-0) FRAS GREAIP rp rnIY40 PM fMLV!!U4 NO SS,SO ARpNOESO AFAR 2A• w KIOFR RLOOK FfANS SEAED AMD RV V A LCCWUD SLSR OF TEXAS STMICTVAAL 1D ly OF tXAO 1 Oa AX a Dy Yam, yy u 0011C.NE a LxnlmF i. n EWE OF RwNNWl 4,R•r fl � ES iWv _EAT PAO am ARE Aw Y TV _MID DYLNS3ONm �. FM] IM LOW 9LEwl" (fF) ID ASSLIKO TO REO,FIO• /B01S FMLIm m (FFI. MV_TE 100-WM Lowftm EuVIU , WE Ec r "r-- ca Sp ERMIAq GRIMPlp I10P -FOR Z EY3•�K SfOPP DRAIN SYSTEM I EXPOSED DEAN C, VALLEY COTTER L FMLGRRI EVOS(0 RAY K Or AS MEASURED pppPOSEO (%FOUND D TOP OF WALL M, FIF0,1 1— FAD (111 -SN[D PAD MUST !C O.l' MA( ME YCI(S) qAR ON D PROPOS[D CROYW O DOIipY � NA;L IIAX,WN " Y SLOPE Or It[ IL FERYTED 10 VOID f •'p'�sr0 OP'�'� D Eno Of wxl Q — OW [MULES. Y A OW UANCE K KORRtk TK MAAXWIAI OIRYE ) SLOPE 4 K IOX >.C� PROPOSED STORK ORNN T(MF I S 1. DROP CMAEES AK ALLORm W 10 A RYPIRM OF I p R. M � Y[ARS O IMOKEF D O rK YFCw SIDE OF 1 RRCFOSED REI-INC WALL INDIUTEs SIDE OF LOl YNERE 0 —` �` \`� D RpM gYY11L K ASROW® ACCOFOAIO ro [IDTMC, DV[O WY rA. iOt] 1[ ORrvE«Ar r.Isr !g Faurca w RRDPOSLO POW O SFE SWNE 3 PUN h PROFILE - SNEET )1-)3 FOR SECTION AND ±, �� 1 l O PROPOSED PROTECTIVE FENCING 1 jl EONIIEUTaR m Wmrr Lerw1ro^N IwoR ro T ! i F p SEE SWALE 2 PUN 6: ONPPOFIL AND S/EET )0-]I FOR SEM AND D' aJ cuanaxs ZCS - r �� 11 1 � • i � 1 r MATCH LINE SHEET 89 Wk 824.4 24. R J +4Jr r PEN s+n rtxA R I mPSlan N ? %;FEIMOPC A:1 L 11 o D .D eD 2RRRRR GRADING AT SIDE YARD WALL M6 me-TI0N5 ` ND:LrFRaPlcv:ea SidIY WAR. IAC,LRT r .9—E'AGRLEM[N, c ° R CAUTION11 CRS,Fq EAS slruwEs. pnuna 16 Now% TD • C 0A1 RI "0.O[R PRIOR FRDWOR 10 ti ODrRMMItRDII ..1 SLOPE T � 1 E I I i I MATCH LINE SHEET 91 E:;•za IV CONTRACTOR TO %OPE FRONT YARD FROM ROW AT 12 MEN UP AT 11 TO FMAL PAD RLYATKN TYPICAL GRADING CROSS SECTION Mrs SwFNAEEA MUO wP' CNNFXEL OOTFALL NLT Ow�.INNirc.E TOESmEET - _ UR:Ruf"" TO STREET A RFM `E tT KPOJftf M IpS01 ro 30u F-oM0F3T-,amT_EDleas YAw.ED No se-c I KIN. N,1•bcl0w' CI,91wInIn rIMIFAY iFNCNI.ASN.C. N SO S YROM '%' IN CENSER AT BILK ES DUFA AN SOUM SUE OF SIlR10A RSMD ! AS• WEST p ArIMSTAT wW EEx,WYI ELEY MAR LRRRUIPk ND 1- iOYADE 00 1RM V IN CEMER AT BACK OF MR 4MM Or DE I OF SEPRAND ROLE AT mrm RUDE ROPO V" TRSlp I mat f GRADING FLAN Madero Phase 10 CITY OF FORT WORTH DE:NTON COUNTY, TEXAS uw rAE� LI,d Eomnam �PRm.Rr SVYf � DaR, ::sR 96 '- 93 97 RI 83 85-J 91i= - 1 87� ` - an. f.RA31NC NEV NAP �`f 98 N15 P LIN .MPIF- TEN. F•I3#0 WA PROJECT Ip IIT]ID-0112 DUE: J 11 1114 DESIGN: LOOGEM DRAWN: W2 NORZ: 1* • AO• WRT: N/A sw 90 R IS %mm WpQT wOUM Taus AIWtOWHsaa CONCRETE PIPE COLLAR 3341 1043418 mmmm m.[.•.mm a.. ROL1E�nEW�pYEB emuN �1>•1+11 wer 1m R.c�Mxu Off' vcw a.mu na PLAN MEl'I MANF_AND S0H0 �1n11.w I mmu mm w.. xAe. PI AN M[w - TEAM "Nf5 ��'I��{j�PI1 Un Sep5[ ��rppRMpp//AILLrArt��weeOnn, itW ALY11r0 N.aeap. ■ OTNADE Rtf184 AAANNOI COVER ANO 33051341417 Rant° dConcrete PI" o,N J. e..Don - B0110me EVee �e( Ae f, 6 m tti - EMvxlOn - Cu1t°dLa Erse Ira —f ElewllOn-Taos Even a,.ws oq.eMsrr I Red- -OpU Oa P1IPP I b� POMiNNu1 m ► I - PIZ— - REINFORCING SW BE NO 3 BARS ON, IB- CENTERS UOv WAY MNCPEIE SHALL HAVC A MINIMUM COMPRESSNE STRENGTH OF —0 PSI �LINE AT 20 — VARI6 - 1• MINWALI STORM OMIN SECTION A -A SLOPED END HEADWAI.1_ (SD10/SD16 weir In so& --RIPRAP VIA NMI A S' WALLS — — — — A g L----- ,. REINFORCING S BE NO 3 BARS ON IN" CENTERS EACH WAY CONCRETE SHALL NONE A MINIMUM COMPRESS"' STRENGTH OF 3000 PSI AT 2B DAYS VARIES - 1• IN WALL RCP STORM DRAIN ' ASCL I+SMA30.MlAh SECTION A -A SLOPED END HEADWAL NOT TO SERE - r- A — — — —— 8 >"�cWAAs mmL1 ., REMOrILVIC Swu Nr W ]YID VARIES - I' MIN ± ° i• 1i _'� STOAM tUlb1 IM SECTION A -A cGNcNEFE SNALL HAVE A ", COMPRESS"' 300 .BE— OF 0 PSI AT 26 GA S 1' TOE WALL bft&Nek "K kul.I SLOPED END HEADWALL (501) NOT TO s�rl(� (OT PN xv NO INI01 YW 3011.-010311-IN101_101m -30 t VAPKO NO 59-C V,„ 1I_IEoIOW- 3ENCI1IAARKS. '(;:4"11Nnm�aauW JIM— NO 1 RUMS to, WM 'Y VI ttN1EA At NACA 01' com ,Ni SWN lot 0, SAL— R0a0 r sS• eiS, or ,ANv,AV — CtMO4PE tLEV rSLM SIMONAMWt AO S' It" CMI VAIN 'r IN CENTER AT BOCK Or CUPS 10" Dr TNt MCA OF SERRANO RIOCE AT GOVPEN s10G[ A010 C)t, mw STORM DRAIN DETAILS Madero Phase 10 CITY OF FORT WORTH DENTON COUNTY, TEXAS L ann ao {,ir7 MaNYL,tIN b. , I— rvM DarH1, rAA.rnyt WA 1.0= O W310-0112 OATte I v SM .• 'a • •, I otsm 6K I CHAINS, I41 WMti Rift° 'w" NTS : VDFIT VOtfNis 141 of IN SNvm LEGEND SEDIMENT BARRIER TO K A ----------- INSTALLED PRIOR TO ANY LAND DISTURBANCE OR ANI& GRADING (SEE OCT. SNI 151) ( II \ SEDIMENT BARRIER TO WE �NH•H•HNA 11 I \ -- -- INSTALLED AFTER FINAL N I I I lj' I114 07 N i GRADING AND/0R AFTER t7 _ _ PAVEMENT CONSTRUCTION p I(II I1�■■■ I I `II IA \\\ A` AND CURB m TH-L n \ M• II 1 \\ R .Y W IIDpL CH!" GAM PORN RIP MP ® Z \ \ IA GRACING OFUTHIS 8: I \ II _ _ i i 11 Odl. LFlls s LMYIs CONTRACT o 0 50 100 200 / I 1 1 W MS COMT*NT 1 1 / *]{ 5IM4 ElOARUI+ INS( CHECK IOW 1 INLET PitO1ECTION (n OAfUI(R PPoQP i0 1/ MIHEPEFi.W W9 pSRUPMKCi iK 1 } \ j yNKAc( ROW AM1NDW S 1 N, I NAtYfM + \ •__ 11 - r',i *Dpf OIR(JL OW CL 41 CONS AUCTW _ NIPANCE / ENFXT lA I . 1 - •r �11 =12t TIIUCK WAggOKF ARLOf 11 �tIµ0 1T 'YB 18 •2D 21 Af f }1 1 I 1 a +B ] •. ♦ �+0 1]14' 15 - NASIE AND MASEfWIS .1L.. STORAGE , SE.I N III tEM.01URr' SEOIYFMATION �t s � Craw L-1 CITY / I B / {,y �l. 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( ZS 1 42 t,1 ID ip ]L fJI 38 ]5 iL /J]F11 it ]0 }A. is ') 26 �5 N \I y_ ]0 �]9 ��7 a �13� :A r , 2J 2} �1 2D 19 ID 71] 16 = `A aMM aC[ o aWLb• iCLC ! a5' WMI OF 1 I 1 Gi^ 1 ( [[ 1AMT 1 * 1l AT m II F AM•afAY 11AY fRT1101VAt tl7M 9i2M o t RwA19[M1MIL3 ]TNML[ 1 I 1 .I Y4 I 1V 2 + I n Lp 1 . - - _ I — — I\ , ` — J y/ RBUHMW CN YWW 7C IN C/MRL AF RACK OF CUM IIXARcN IRAT HotE /I]) �; •a a_ / Pp �N �- \ -- 1 J AWN W' 1Li RACK OF YRYMI 11OGEUM i III i i y1 I FEa racE 1 D LA air xar An-f ♦ r -a lr ] B ♦ 110 /1 12 la I+Ia Ia 1♦ lT bCi 19 I'2o 21 �.2 2J' = 4= J5 ) \� 9 i� it 12 13 TwaN i 1} 1 ]T . � y _ NMMMMNANNYA• ` D -•► : R N _ r �I ` / 1♦ la• 1] 1fi I} ]2 ]t I]O N >• •TT27,1 2] 24 3]22 21 20 T9 il\ 17 M {n paE3� 22 �g11' D1 I- .� i~ 1 ML RMOO N G� LT TRIONLIUM _ 7=' 1 1SWM CO LAN ACTION _ / wnoiE -- � •, Ml0E1J0 PHMu . a. -------- - .I IEIr•• -� H••••4N• .- ►� i �•iNW•• *1•i•. w.aEna-�ws�. r..♦iKwi•o•�Sii�►i �I Madero i I I`L _ �__"'__---_---'---- -- 1l •� NHH••B••u.•.� •�•ii•�•�•.�••�1: .•. a sEs}•u� •; �i•1!••.'•� W 1 , �, 1, •N *-11e16 . t `1. ! Phase lfl ITT E DEVELOPER SHALL PERFORM WfF]fEY SKPRR INSPECrONS AND SKULL ] ALL PAPoRAHD, RIGHT OF WAY (POW) COMER CLMU AND TRAFFIC TRADERS WWLL BE NNNINNFD AND $WNEFIT BARNEA CONDUCT A RMN EVEHr INSPECTION IF THE CITY OF FORT WORT WORKED BY THE CONTRACTOR FOR HIGH GRASS AND WETPS FVFAY 14 DAYS To BE INSIAIAED REWIRES n CITY OF FORT WORTH (r WRM uA0FR0 5 ANY PARKINID. RIGHT OF WAY (ROW). CORNER CLIPS. AND TRAFFIC DMDERS THAT WERE DISTURBED PHASES 2 PRIMARY OPEMTOfl TO LOCATE AND MAINTAIN EQUIPMENT STAGING AREA GWKNL CONSTRUCTION WILL BE PUT BACK IN THEIR ORIGINAL STATE OF BETTER. DEN'1.ON COUNTY, TEXAS F AND EGQPNENT LAYDOWN AREA, / NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 9 IN THE EVENT, GRASS HAS BEEN OISTURBEO ON PARKLAND. IN THE RIGHT A WAY, CORNER CUPS, OR #= 40 HKKUITS PRIOR TO F%GVATING IN THIS ARG ] PRIMARY OPERATOR IS RESPONSIBLE TO SUBMIT THE NO, UPKEEP AND FMFFIC DIVIDERS CONTRACTOR WILL RESTORE GRASS CRASS WILL BE ESTABL15HED AT IODR BY THE E MAINTMN THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND COMPACTOR 4M�IMrLA f0*1 Tq•DI WA1LR p(NAIIMENT 1-BtT-BTI-B2p6 FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL (TCEO E I• j A11101 GAE 1-BBB-J]2-BBIT TKR150000) 10 FGi PAPKLAYO, ROWS/ MEDAN CONTRACTOR DULL USE CLEAN TOP SGL WTH NO ROCKS IO BACK FILL WSO MhTR W Ilwy Al••. V1V'[/e[ BEFORE LYING OF 500 OR HYDRO SEEDING BPIPAW _ YkO I11CAK RIMRf 1-800-242-8113 l PRIMARY OPERATOR SKULL IMMEDIATELY HYDROMULCN ALL DISTURBED pplw TerK TSj(6 iRN-F.1]1fi 1' • CMMTER COMAUNIGIIOINS 1-BAT-509-fi2)2 AREAS AT THE CDMPLLTDN OF ALL GRADING ACTMInES WORN THE IQT II GYVING f0 BE INSPECTED BY PARD ACENT BIT-Mo-SrOO PRIOR TO SEEOING ON SOD �; t • FORK WART IKMKlptTADON/P'JILIC WORKS I-BIT-JB2-B1W YEAR Ro00PLAV1 12 LA PROJECT D FOR OW ER FAG. "I WARM LEWASBI ORG OR 1-BD __BOOS DEUVFRY TICKETS DP CLEAN SGL WALL BE FURNISHED ASAP UN REQUEST THIS IS IN ACCUNWNCL WIH I M 0 0112 �R I1 ] T ANY EARTH MATERML IS TRAMSPDATED MOM THE CONSTRUCTION SITE. SECTION 33-I S IT RELATES TO RESTORATION OF THE ROW dTTE: AAY 2024 C ROCK CHECK WI ' 1. THE CONTRACTOR RESPONSIBLE MIT MATT ING EROSION CONTROL SHALL PROMDE STREET CLEANING ON PUBLIC STREETS ON A DULY ILLS EARTH I] FINAL LOCATION OF ONSIM WASTE AND MATERIALS STORAGE TO BE DETER- N THE "'In � I �: ION i MATERIAL 5 NOT PERMITTED TO ACCUMULATE ON ANY PUBLIC STREETS •-j-•4•• �•� I USE OF WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED ` 01NINBL OTM W ;_ L fl• • DRAWN: W AOVID'K CATTW'. 1• THE N+W MLY K OR c h FWpK+ p III ft w UMO [L1, 0•N'MCE1Lr; p TOTAL DISTURBED: I B CONSl1TUCTION EN RANGE TO BE DETERMINED BY OWNER GAUI O DLR N THE `t 0• c0A KAc a CONI•K O* Mµ .VAN L•A( w• AN. OAAMUE Y SG E Y= 120.6 ACRES I T G C AT tHt I N< MCAWWB NGALese ""0"" "11v(. .F N w• COCA* Wt 10 VW" D TALI. HORZ: +' - 100' 1 I1L PMKIM'O. 10 ITT of WAY (Row) CORN R CUPS. AHD TRAFFIC rhE CAKLAECbI W Y1Y ggXC1. ILL CHATS. O n RAND BOWAOR IOW H[j Y rrL WOII, wit VERT: N/A ONTDERS W _L BE MAINTAINED ANO MOWED BY THE CONTRACTOR FOR HIGH RM f+\t K OILOCID p MY 1EdLHL.M 1:CFLNu1� N. K HYDI(Ct 0. IX•04Tc0 A$ A -_` •/ �� f' GRASS NID WCEDS EVERY 14 DAYS ERQSOF COHM.L. MEASuaEs r 149 kF OF 154 SHEETS i ra- r. r•. �..� �. LEGEND SEDIMENT BARRRR TO BE - - - - - - - - - - - PRIOR TO ANT \ MARL ITADNG � � � • � � - , t (SEE BRNL SM 111) SEDIMENT BANNER TO BE �ddM�M.M.�M�W• CI I! INSTALLED ARER FlNAL C ~-` _ _ _ --- PA CURBCO STRUCTIN _ L 1 QKru (C� __-_I --_ ______----------- ____ _ GRABING UMR5 ♦ UNITS 1 C •• - GRABIN6 UMRS d Ili. O< TP! CONTRACTI ,.., • I _ - -_ �, ddat_61tLM OW ; LIMBS OF TXS • • • • - " - � _ WEST PRDI[CCtlN 1 II r $W9RLND StAEEi • / I•/,� Tf U T/ I — DADA nBW ww•11 .--► `` v 1 1 I o rr � �.TI � I '.. II (W� POCK CHECK CAN ® 2a --_ .Otlf CMOat OYM 1 I �� J 1 4' I I I 1 EMRMCE / IXIT .® !' I ' �/ ' i U ;_l__ .LI l� I 1— -�' •-- AND D.A4OD.N M,A ITppAS[IA APDDRNAVIGDRW� Tf I O ail' PRauEcr No IBNm I s-DMtl 11 6T THE •I Mr ) R I x-x1A O9 r 1 ! I I I -`� ._-.---. __ I I �� j� ' I' I u�i � I � �I �•.'I �—/I'61I M11w �T%1KtP1 -__ _ I i_. MV9C0 ND SB-C CQ I'd _ I 'I�----------`-- 1 _lam U_ I I ' -- -- .�,---I �- -I�- i i - - --- Pam I.—l-_ i _•- --T� 11] 5T Ct9[ -A• DAY - 1 I I pad.PpI� I I MPIUP (1B�EEG) • QFI WITH 'k' IN GFMFIi AT BACK OF a!M' LJ a t p - II - wRRM 4EMdR01w I{— f[� Q i-w 9D[AN LO[ OF SWROL RGO ! tl ,ENT e1 j • LD (LN WaTAr WAr [[wroa[K RE'A MIA 11[MCHWNK N0 z gLLME M P 'X VI CENTER AT 6LCN CUM J III— 1 f 01 Oi THE CC# DF SERRMD RIDGE AT 10P --y ] IUE IM[O. OOC [LLV 7tlSC OR 1U-• A { -OLSEN I* T r-- Tt r7-Try- —t _ JJII {� .m• I - —I I�MtT I _ � i II I� !� / '/ DaE -Iln ISWY1 CONSTRUCTION UCTION AUJ PLAY S13 IMO- - .�7�NME-1--L_� i`� �J I - Made7O „ 6 t.� +_ — •! — — _ - - - Phase 10 uAo[Bo AYp, BATIRCP •� •' ! 11 y� �- _ - - �. I - '•�x�•._���•'^N _ �/ .` CITY OF FORT WORTH PNASE s roMAN' � I : + I IYx'MOS[MOA -I� t. M1i OntLOR* vwt FmoRM WO KLV W HH' vISP[P QNS No sLwi - - —L-D A-T Cr rr HALT II CM'✓Y 1%-. MO 1-1 -TIERS wl dt MANN"ln AN. - PHASE t0ABS6 COIIOULT A RADA EVOR wYLCIGN • AVE .. 1... A w ro, dY N< CAAHNMCrfM Aa HCH CrNs! AAm M1(. (W-1 •. DAYS DENTIN COUNTY, TEXAS %-vBID s CPN lowp IKaA1r6 n. [Y}>I B ANY PRAVLMO RIGHT OF NAY (ROW) CORNER CLIPS, AND TRRTAL DIVIDERS THAT WERE DISTURBED NOTE: THE CONTRACTOR SHALL CONMLT THE FOLLOWING AT LEAST 2 PAWARI' OPERATOLI TO LOCATE AND MAINTAIN EOUIPMEM STALING AREA DUPING CONSTRUCTION WILL BE PUT BACK IN THEIR ORIGINAL STATE Or BETTER , a AS HWRS PRIOR i0 EXCAVATING IN mp MCN MD EQUIPMENT LATDOWN MG EJAw xrA 1A IN THE EVENT, GRA55 HAS BEEN D5TURPED ON PARKLAND, IN THE RIGHT A WAY, CORNER CUPS, M 6L'60NY.n dERpY!sre2 PIMP Af96)1"S FOAL WWIIK MAINEI IXFMIIAIICf 1-8i]-B]I-B]96 CURIE% ], PRIMARY OPERATOR IS RESPONSIBLE (o SYMAR IRE MQL Lmll[iP MD B IN MFC GINGERS CMTRACTOR WILL RESTORE GRASS GRASS WItl BE ESTABLISHED AT TOO; OT TY[ AT405 GAS i-B6fi-}}2-866] TO BE INSTALLED MNNTNN THE CONSTRUCTION SITE IN AEMNDIMIC WTI Lo'-1L. STAR ANO CONTRACTOR CAAo IdN 1.A FAN-F-IM WITH MADERO PARSE 5 FEDERAL PEOUIREMENIS FOR EROSION AND SEDIMENT CONTROL INTO T%U ELECTRIC DEUVEAY 1-BOO-212-911] ......0) 10 FOR PAAXLAND. ROWS/ MEDIM CONTRACTOR WILL USE CLEAN TOP 5CIL WITH NO ROCH5 To PACK rR I WA RADIUM U CMAWNW OOAIMAP1CAila11 1-11]-50R-62]I ♦ pPoYMY DPERAIai SHALL INMmMT£ET rTTDRp1ULCN ILL DSTUPBEH BCIIN E LAYING Ur SOO OR -RO SEECINO NTDAO-0112 PONT WORM IRMSPOTAIION/WHIC WORKS 1-el]-3ffi-8100 TOTAL DISTURBED: AREAS AT THE COIL —Go OF ALL GRACNG ACTMRES WITHIN THE 1. I1 GRACING TO BE INSPECTED BY PARR AGENT B1T-}9]-5TDD PRIOR TO SEEDNC OR SDD I OWE[: MY 1pOA FDA om. FACIIl I WIN TERASd11LNG OR 1-d00-5A5-6005 120.6 ACRES YEAR FLOOOPIAIx �,A �•, DESK✓+: DMz 12 SECTION 3-1 A T CLEAN SOIL O WAS BE FURNISHED THE ASAP ON I+EOLTESI Tins IS IN ACCORyNLr WI11I 5 T ANY iMM CHI RESP IS TLE FOR MOM THE CONSFCONTRO SITE, SECTION J]-I AS R RELATES TO PCSIORAi10x Or THC NOW • PRAWN; DIIZ TXE COMRREET LESPoNSIBLE FOR MAINTAINING EROSION DAILY CONTROL SHALL PROVIDE IS NO CLEANING ON PUBLIC STATES ON A ONLY BASIS EMm I] FINAL 10G110n OF ONSITE WASTE AND MATERIALS STORAGE 10 BE DETERMINED IN THE [ICED N1'1• SOILE 4ATMML IS NOT PERMTREO TO ACCUMULATE ON ANY PUBLIC STREETS t NOR2: 1' • 1W USE OF WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED EK ION -.CONTROL MEMLL MIL �•w •y VERTI N/A EROSION CONTROL MEASURES MAY (PAl BE PLACES O N .WONT DF 1 ME A CANNADES BSPW,.cc.AT! OR •`�.(• SITE 6 CONSTRUCTION ENTWwCE TO BE oRERYWED BY LTxNEA BORROW IXTCHCS AT THE 1- OF CMTWAC COI CWCCE.*NI SMALL WII ow t FOR MY DRAIN CAMI(O T tl•[ MfAgPpl KtGMO rtOOaWC OtS. C. hNoE A" F4 0 OMt rp (EWCWE] DRAINAGE T ALL MMNUNO. ACM W DAY JRI COW" CUPS. AND ,PoTFFTC 'of CMCLKVII O' ANY P60[Ci• 41 CM- V% c WWIIK(Twrf MO BORROF OITa[s w THE WORN v , 150 01Rp(AS MIL dC MAINTAINED AND WILDS BY WE CONTRACTION FOR RICX Too %-1 BI CKEOCC'D Co -1 wows ur( RO IN M -*UV 04 OCTNAlNCO ! A RESULT or CMW WO -IRS, fABWR MA" I;ROtON CBH WCU WIuIURfl or ,sA srELTS 1. SOIL EROSION AND SEDIMENT CONTROL SNUL BE PRWOED IN ACCORDANCE WITH CITY OF FORT WORM EROSION REGULATIONS. 2. RESPONSIBILITY FOR INSTAWTKKI, ROUTINE INSPECTION HID MAINTENANCE OF EROSION CONTROL SHOULD BE DEFINED AND ASSIGNED TO MPROPNATE PETiSAI PRIOR TO COMMENCEMENT OF ANY SDIl D—E NG ACUMLY 3. EROSION CGRATEIL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GRADING OR LAND DISTUTELRCE TIMES PLACE. 4. TEMPORARY OR PERMANENT SOIL STABEBARON MUST BE APPUED TO ALL DEHNDED AREAS WEN FINAL GRADE 15 REACHED ON AM PORTION OF SUE TEMPORARY SOIL STABIUTATKKI MUST BE APPLIED TO DISTURBED AREAS LEFT DORMANT FOR 14 DAYS 5 IN THE EVENT THAT MEASURES BEING USED ME DEEMED TO BE INEFFECTIVE BY CITY INSPECTORS, ADDITIONAL MEASURES OR CHANGE IN ME ORIGINAL PLAN MAY BE REQUIRED BY ME CITY OF FORT WORTH B ALL EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE SUE FOREMAN DAILY, ANY STRUCTURE OR CONTROL DEWCE WHICH IS DAMAGED CR NOPERATNE WILL BE REPAIRED OR REPLACED UYUJ DATELY T SMITARY FILODUES SHALL BE PRON OM ON ME SIZE AND REGUIARLY SERWCM AS RECOMMENDED BY THE SIIPPUER TRASH • DEBRIS SHALL BE STORED IN COVERED BINS OR ENCLOSURES B. CONSTRUCUON ENTRANCES/ERS SHOULD BE UNITED AND PROTECTION P"DED TO PREVENT TRACJGNO OF SOILS ONTO GUY STREETS. 9. REMOVE SILT SEMMERM FIRM STREETS, CURBS, GUTTERS, FLUMES. HANDICAP ACCESS PAWS, CURB INLETS. STORM DRAINS AND APH OIRER PUBLIC DRAINAGE FACILITIES ONLY OR AS ACCUYULARON OCCURS. 10 EROSION CONTROL SNGULO BE MLVATED TO DERRARME ME ELFECTNpIESS OF THOSE DEVICES BY ME PERSON ASSICNEO TO INSPECT EROSION CONTROL DEVICES, AND CHANCES MADE IF 11 SOIL TRACKED ONTO PUSUC ROADS SHALL BE REMOVED DAILY IF FEASIBLE. OR WHEN VISIBLY ACCUMULATED SEDIMENT HAS BEEN DEPOSITED DISCHARGED SEDIMENT SHALL BE REMOVED AS SOON AS POSSIBLE 12 USING WASH WATER TO WASH SEDIMENT FROM STREETS 15 PROHIBUED. TC,PORWY CM RMFOWiW RYp0111 CROSS-SECTION CURB INLET PROTECTION (STAGE ONE) NO swC NOTE: REMOIE SILT WHEN DEPTH REACH6 6 INCHES ictcoo Im LA 4 (p ota rlr• raPpMp. h'-a• NgpO A ROCK CHECK DAM SEDIMENT TRAP OUTLET F ?1 I�A�un R—I — 1 aCROSS-SECTION EARTH CONTsA TENT BERM SECTION A { WE, o41mP,roD H ,a- CC — 'I �A AYRH IAMt I,0 uwE LANE MRf9 MN.) 2212 (OR EOUAL7 �{ -3 14 In CA4KENERADNARwwaMINT F MIMFI Im IN .y -1NNGx i IYAID4 �BACNI ULL 2 P R . DD M FA Cp P iT,L lR• N �� R0 r-aAbMO W }y� � f FFF N .•� I AI • DPTION6: gWD . Ixa• OR r MN Du u LBS/FT. Mx TYPICAL WITH TEMPORARY FASRIER TYPICAL TEMPORARY FILTER at FABRIC WITH WIRE FABRIC FABRIC WITHOUT WIRE FABRIC HIGH FLOW LOW FLOW f�SILT FENCE DETAIL SILT FEN�,EDETAIL AF M1/s[RC ��11l/ssf�Ar[ INLET PROTECTION -DROP P..wic Lx,o -1\ --THIN =— / eWWAO :DYASOtttro AN: )SHIN Y.AAI AR,MInNaPA„WRHRtM.D �NYaETLLVASucR°"�'.A? Frw R4 wrwaRre.o4MR.rrarr... INSTRUCTIONS TO OPERATOR: a— slew; I AFOMLY RMMNN nos EwRox mMIRIL RAN AND THE AssecASD S RA. — F—ROM , PRMFMYH PLAN t—) PAST R. NOTICE M0/a' M[ HODCF OF IMTM (HOU PROWD[0 Ix swvw AT oR NEAR THE wxsMucnaN ENFRAHCC WROE HAY �A U DAR AT EACH LO—N WHERE EROSION CONTROL OEWCE IS HMEO TIcu H RAY" L0411pA AAO wrtI AAMF Hp Oett R F'BTAILATIea IN Olt tOMi•1COA L,RRMA-IT. CLN R,H` S,44ACE 5 (tYlt MATEY flaAtl H2FA•aK AON:LC IIA>Ati AAO FACAlOf4 WAIN A -I—. JOIRi`NAs ems; �NRem a EETe --CH HAS BEErsII asn m N� sMl1 BE FLO N 1TFSE ARus NAS [RASED µ0 PEPMWFNT vEEOETMOEN IS BONG ESTABLISHED ON wPPPON cuNTAOt MINCES ANTI NOTE REASON FOR AFIIWI.L IN TN�SYI e CEPMATE OPEMIOR AN TICE OF CHANCE LOTS THAT — FESWLL RE AMID TR TRAN REDO THE MED AND A COW SHALL SE PLACED N THE STMPP NOTIFY ENtlIEOA R WRUNG WHOSE SEAL APIIMS C MiSE AR IRMU OF REGISTMRRN FOR PROFESSIONAL ENCRIEL Rea TO BEIRINWHIC OPERATOR SIWL NATO: COPRS OF RM, IF CURRENT BE Da CROWDED FOR USE OPERATOR STALL PLACE'SEEP SEOLAN E_ RUN ANTE ON NRRdY PIAx. ANTI BEGIN TO USE A COPY FIR IEW FILM IM I CITY OF FORT WORTH, TECtAS i REVISED: OS22-2015 1[LV1 2"%4" WIRE WEIR CURB INLET PROTECTION 01 57 130430 Cm PROJECT NO. 104901 UQ 00114-O 31-104RDI-EDT6B5 X-JnBF -JG14 LAPSED N0 59-c NR,4w C,Ib.4..F„RInN SM'IWARKY': sE)d.MAN NO I: FRIAR CM WIN W N CENTER AT SLUR M CURB >w SRUH SEE HY SIURDA 41OAQ IF R• WEn Ir ~AY 4W aNYFRNE ELDv MINA DNDWw1Rt AO 11 B)A.IIARC OAST MINT Y IN COMA At BACN N CURB NRE711 O< TNC FCt4 OF SFRVM IMGCE AT OQlmm Nw Ran ERV Tus• I� Nvs I ISWM CONSTRUCTION DETAILS Madera Phase 10 CITV OF FORT WORTH DENTO N COUNTY, TEXAS uA�• Y 60fi0 IpreFSb SuM NOD Roi,e ME9 EICI10 OraI.TPeF TEEN FAIN �f•TGM ME`T N FRDE MNO-0112 DATE. AAY 204 ,y DESIGN: oAz ( TNIAMN DAT UWtI A QUIw SCH£ HOR2: TUTS Y `� 1 VENT: TUTS Y E SLEET 151 OF IS4 SHEETS N Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN FOE 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 InSDCCtiOn • 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: 0 ' 1. Fort Worth Stormwater Management Notes: Notes: Notes: