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HomeMy WebLinkAboutContract 62261Date Received: 11/05/2024 Permit No.: SWFMA-24-0075 Time Received: 2:25 p.m. City Secretary No.: 62261 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day 5th of November 2024 , 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 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 WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY Rev. 03/01/2022 BN FT. WORTH, TX 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 perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN 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 oblieation 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. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 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 the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN 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 5 Rev. 03/01/2022 BN Executed this 5th day of November 20 24 CITY OF FORT WORTH T 3o4LL Dana Burghdoff (Nov 20242�&CST) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Nov 4, 2024 Approved as to Form and Legality: Matthew Murray Sr. Assistant City Attorney City Attorney's Office o Qovonn�Il � C� FORr�aP ATTEST: o''° °l��Po �o 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 Owen Rebecca Diane Owen (Nov 4, 2024 11:21 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: s Sig= V1 c1r— P2,✓J'PZ'4T- Date: [01zyre-y ASSOCIATION Madero Residential Community, Inc. a Texas non-profit corporation By: Bobby Sams Its: Vice President Date: /„r/zy�Zy STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN STATE OF I f� COUNTY OF L j, BEFORE ME, the undersigned authority, a Notary Public in and for the State of 1- V, c E 'Me S, D sk, r— �S , on this day personally appeared Bobby Samuel, Adarv;:it:Stgm, 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 �'d- day of oc) , 20 Notary Public, State of rlo ,Gff^ KRISTY LYN CHANDLER - Notary ID #129770238 My Commission 6 on ExpiresApril STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev. 03/01/2022 BN ASSOCIATION STATE OF �cj § COUNTY OF I IJ ,�` {� § This instrument was acknowledged before me on OCk{Je-14/- If -, ui by, Bobby Samuel, authorized representative, acting on behalf of the Madero Residential Community, Inc. iPub�kc.State of KRISTY LYN CHANDLER i Notary ID 0129770238 sA P My Commission Expires '�eof April 1, 2026 I i i i I' IIYII 4 • 11 STORMWATER FACILITY MAINTENANCE AGREEMENT 1 O Rev. 03/01/2022 BN STATE OF TEXAS 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. Iwva��sIee Notary Public, State of Texas o�pRYn(�e/ WENDY L BEARDSLEE z Notary Public * * STATE OF TEXAS N� GV P Notary I.D. 13323719-3 9j�oFj My Comm. Exp. July 28, 2025 ' 0 EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A-1" 9.524-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 9.524 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 AT A POINT WITHIN SAID GBTM SENDERA TRACT, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND FOR THE NORTHWEST CORNER OF MADERO, PHASE 4, AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE No. 2023-311, PLAT RECORDS OF DENTON COUNTY, TEXAS BEARS SOUTH 08°34'31" WEST, A DISTANCE OF 452.16 FEET; THENCE OVER AND ACROSS SAID GBTM SENDERA TRACT, THE FOLLOWING COURSES AND DISTANCES: NORTH 45°19'50" WEST, A DISTANCE OF 14.14 FEET; NORTH 00°19'50" WEST, A DISTANCE OF 408.77 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 370.00 FEET AND A CHORD THAT BEARS NORTH 04°52'29" EAST, 67.14 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 10°24'39", AN ARC - DISTANCE OF 67.23 FEET; NORTH 10°04'49" EAST, A DISTANCE OF 118.09 FEET; NORTH 89'26'11" EAST, A DISTANCE OF 138.88 FEET; SOUTH 00°33'49" EAST, A DISTANCE OF 309.00 FEET; SOUTH 89°55'11" EAST, A DISTANCE OF 341.56 FEET; NORTH 00'18'22" WEST, A DISTANCE OF 650.22 FEET; NORTH 89°52'04" EAST, A DISTANCE OF 201.22 FEET TO THE BEGINNING OF A NON - TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 175.00 FEET AND A CHORD THAT BEARS SOUTH 17°18'08" EAST, 102.16 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 33°56'34", AN ARC - DISTANCE OF 103.67 FEET; SOUTH 00'19'50" EAST, A DISTANCE OF 832.70 FEET, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF SAID MADERO PHASE 4 BEARS SOUTH 63°08'08" EAST, A DISTANCE OF 994.99 FEET; Page 1 of 3 EXHIBIT "A-1" 9.524-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT SOUTH 44°40'10" WEST, A DISTANCE OF 14.14 FEET; SOUTH 89°40'10" WEST, A DISTANCE OF 720.43 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 9.524 ACRES (414,844 SQ. FEET) OF LAND. Aaron C. r� wn, R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7tn Street, Suite 300 Fort Worth, Texas 76107 682-747-0800 TBPELS Firm No. 10194382 Page 2 of 3 (Revised August 27, 2024) May 20, 2024 AARON C. BROWN ..V.......................... •. A 6702 MATTHEW ASHTON SURVEY ABSTRACT NO. I N N O O �O L3 : 7 N N 00 Q1 '� � G O Z U O M O rl fA S89055' 1 1 "E 00 0 341.56' L 3 S N 9.524 ACRES (414,844 S.F.) O O Z N89'52'04"E 201.22' 0 J O N M 00 S89'40'10"W 720.43' POINT OF hN BEGINNING GBTM SENDERA LLC ram' C.C.#2020-132253 R.P.R.D.C.T. Mom, O� N89'36'09"E 1685.43' '- 30 z 1 2 3 4 5 6 7 8 9 10 11 12 13 14 c � 22 GUNSLINGER DRIVE v SONG. L5 3 m .' � LINE L1 L2 I L3 I I L4 BEARING DISTANCE N45' 19'50"W 14.14' N10'04'49"E 118.09, N89'26' 11 "E 138,88' I S44'40'10"W 14.14' V 26 MADERO PHASE 4 1X C.C.#2023-31 1 P.R.D.C.T. x C CURVE CENTRAL ANGLE I RADIUS I CHORD BEARING N I Cl 10*24'39" I 370.00' N04'52'29"E o Z LEGEND I C2 33'56'34" I 175.00' S17'18'08"E 5/8" CAPPED IRON ROD FOUND STAMPED "WA SURVEYING" UNLESS OTHERWISE NOTED C.C.# COUNTY CLERK'S FILE NO. 8 R.P.R.D.C.T. REAL PROPERTY RECORDS. DENTON COUNTY, TEXAS P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS W 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 N HEREON ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00015063. DATE: 5/20/2024 EXHIBIT "A-1" PAGE 3 DRWN BY: K.R.B. 9.524-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT x CHKDBY: A.C.B. SITUATED IN THE OF 3 PROJ NO. 0112 MATTHEW ASHTON SURVEY, ABSTRACT NO.1 CITY OF FORT WORTH, DENTON COUNTY. TEXAS J DO CO o� ONi' LU I Wc U N �0 `n U � U O HW- W Q Z J R >- O W ix a QI � CHORD LENGTH ARC LENGTH j 67.14' 67.23' 102.16' 103.67' 200 0 200 mm%m_ 1 INCH = 20OFT (REVISED 08/27/2024) LJA Surveying, Inc. /U 3017 West 71h Street Phone 682,747.0800 Suite 300 Fort Worth, Texas 76107 T.RP.E.L.S. Firm No. 10194382 EXHIBIT "A-2" 0.116-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.116 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: BEGINNING AT A POINT ON THE EAST LINE OF SAID GBTM SENDERA TRACT, FROM WHICH THE NORTHEAST CORNER OF SAME TRACT BEARS NORTH 00'19'50" WEST, A DISTANCE OF 1772.40 FEET AND FROM WHICH, A 5/8-INCH IRON ROD FOUND BEARS SOUTH 00°16'24" EAST, A DISTANCE OF 0.70 FEET; THENCE SOUTH 00'19'50" EAST, WITH SAID EAST LINE, A DISTANCE OF 252.15 FEET, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND FOR THE EAST COMMON CORNER OF SAID GBTM SENDERA TRACT AND LOT 1X, BLOCK 26, MADERO PHASE 4 ADDITION, AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE No. 2023-311, PLAT RECORDS OF DENTON COUNTY, TEXAS BEARS SOUTH 00'19'50" EAST, A DISTANCE OF 564.58 FEET; THENCE OVER AND ACROSS SAID GBTM SENDERA TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 89°41'20" WEST, A DISTANCE OF 20.00 FEET; NORTH 00'19'50" WEST, A DISTANCE OF 252.33 FEET; SOUTH 89'47'57" EAST, A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.116 ACRES (5,045 SQ. FEET) OF LAND. Aaron C:`Browfi, 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 t 682-747-0800 TBPELS Firm No. 10194382 Page 1 of 2 (Revised August 27, 2024) May 20, 2024 �E,..S 5 T �R �'•. -�- AARON��C BROWN ..%.......................... :�o 6702 �r:• QFl SLI�v��O� SONGBIRD ADDITION CAB. H, PG. 983 P.R.D.C.T. GBTM SENDERA LLC C.C.# 2020-132253 R.P.R.D.C.T. 5/8"IRF BEARS APPROXIMATE SURVEY LINE Z S00° 1 6'24"E, 0.70' J O w W N w n 7 n V/ ?� W Un rn oX o W a z 0- ,�p�11g5 L2, POINT OF c BEGINNING in iA M N N In In N N 0.116 ACRES �- (5,045 S.F.) 3 W r � O � N � O O O O O Z N G GRBK EDGEWOOD, LLC C.C.# 2021-227988 R.P.R.D.C.T. LOT 1 X, BLOCK 26 5/8"CIRF MADERO PHASE 4 C.C.# 2023-311 "LJA SURVEYING" P.R.D.C.T. LEGEND C.C.# COUNTY CLERK'S FILE NO. IRF IRON ROD FOUND CIRF CAPPED IRON ROD FOUND R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS HORIZONTAL DATUM: THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 (NA083 (2011) EPOCH 2O10). AS DETERMINED BY CPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A SURFACE ADJUSTMENT FACTOR OF 1.00015063. DATE: 03/18/2024 EXHIBIT "A-211 PAGE 2 DRWN BY: S.A.T. 0.116-ACRE STORM WATER FACILITY CHKDBY: A.C.B. MAINTENANCE AGREEMENT OF SITUATED IN THE PROJ NO. 0112 MATTHEW ASHTON SURVEY, ABSTRACT NO.1 CITY OF FORT WORTH. DENTON COUNTY, TEXAS LINE BEARING DISTANCE L1 S89'41'20"W 20.00' L2 S89'47'57"E 1 20.00' 100 0 100 I 1 INCH = 100 FT. (REVISED 08/27/2024) LJA Surveying, Inc. 3017 West 71h Street 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 • DETENTION POND PLAN • GRADING PLAN • STORM DRAIN DETAILS • EROSION CONTROL PLAN ��� 0 CI11I11IJ LILLIJ 1 bI I� �- -I W W 1' I _ N a m D'a rL nm _ I AGREEMENT I L 1u'1 f A -- -MIN TER 1« -!1 �r`�_ -- - __ Fdt 7 IM�L 11111! sITORMY TER C� j, !j - - - --- AGflEEMEM W K[r JI �yIII'-'IIj1I-III VII _ I1II f1 ___ i ________ I - -- ____ r W.Ou1A1Y0Rf ; II ly _ - 1 smw 1:. h 9 M $TIIE'Ei j ; _i 0 LOU -------------- - 1 I 1 W -ra i rti.H1A1YD0.1 AVENUC I a' % 6•• /YNIIK ' i1pl11""� I 1 _ 1 �7 CRY PROJECT NO 104901 14- a !AIY i I 11 1 _1a1 rypi ]010x004J1-104901-E0160.1 IW Yrl X-x1 I AI w-I01, -.... _._--�.1I � uAP500 NO 68-C cu DR 7f 1 WS [ ,NOA A /1►ME = A' RCB_ _ ` ; - 11 M ArLARN _ I AUCCRO 1 PE 11 QF gpnn I1fI II 1 nENArcN = elsx II I I W - -�.._ ._ SlMuwaTiN r.:�40fnc.Yw.i1, ;< TAIHS N TRNC s % s UlSfN LANE o o�wa Y CROR-- -T OA01111MLM % /' RYOCNYNIR MO Y , � INL1! ItO RI wAt[11 � man �P •WNIC Cui MttN 'X' IN CENIER AT BACK OF CY1g1 11 x A ,p�4 FAGllltt I kn 1N yWIN LM 01 fM11OA fIW° i A0• WES1 OF „ 1,1 MANRENaNLE AVMtl�1' MAY CORUFIML ELLY 1°2,N —I R1L7gOPEEMEM - unDFAEo� I I �L 1- S BRAND" DIWE I MIARE NI MNfX,N N W IN CURER AT 11 d OF 005 wOfM OF 114 VOF Sf110.W0 ROM AT I . 1 L1__ _________-i� 114 �'�1110(RO t+II IWON I j '1 I A AW1P0[F DRN6tt-yipplp I - �OfOl1 PoNO IloamwsL -I Ba eo In F�ILRgR11e I W �1L BLw 1 —. �� CM. 1¢o UR ,\,pry 'Iw rot S[C110N M1° ^ 1 1 yL-Ll.Y- u 1 CALCIIIAIIONY� , - l C'MIL 1 100 I , a11EYJ10 ftwA f 11 6Lx0O. -E { ' 1 FUTURE I vM IOAdyp I� OVERALL STORM SI— PMASE l i 1 ;�— 9-imt0 j 1 M\wEI 1 I �,, 6pw 0 DRAINAGE MAP a' X C p�RL i i N A Madero EH61W0 G99 �N{tI�Jv iP--+ _.{— LL w - I�I Phase 10 fEQW RANCH 5tW— 1 1 Kira 1u 00_ L 1 �Il""IIl"iII�TI �7I1 1 L CITY FORT WORTH I1I11 r� L DENTO\COUNTY, TEXAS III III 1Ir 1 ti ,, `` T I IL 51 1 — W onNxl� W PRMMO wo u4LT I' I ' \ L L a - NA - 60fi0 lc Y P. 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MElOPETt NOR ENLwEW N ASSUNES AN( RESPONSwILm' FOIL UTILfBES RTOR TO CONSTRUCTION (A) CLOSED SYSTEM - S YEAR • n , 4B HOURS PRIOR TO EXCAVATING IN MIS AREA ME CONTRACTOR SIYLL BE REOUNTEO TO TAHE ANT PRECAUTIONARY (0) CLOSED SYSTEM - 100 YEOR -_ 1. / S+ Ff TOWT weRM Mrt+ TRA'MTKMI 1-Bl)-]eI 44)) NFASURES TO PROTECT ALL DNFS SHOWN A4e/OR ANT OTHER (C) OPEN CWWNEL - 100 YEAR N, _ tjuWr''L Y q 1 y�� Ih V• A1Y04 W 1-1fT0-Sa5 e0O5 U�RCAOITHO UPUflES HOT Of RECORD OR NOT SHDWN ON THE n = 0013 FOR REINFORCED CONCRETE PIPE —,11 Y!{�� i 1 1'W i' '-'%y - '_��"' �N LlLC11WC fTELACn 1-100+)11 -fllt n = 0= FOR REINFORCED CONCRETE BOX CHARIER CORU-1ON4 1-Bi1-5p9 62)P 2 CONTRACTOR BINLL VERITY NOM3WITAL AND VERRGL LOCATIONS OF n = OO1D FOR STREET / CUTTERS n ALL EXISTING UMPTES PRIOR TO CONSTRUCTION RAINFALL INTENSITY FROM CRY OF FORT WORM TRANSPORfADON/PUBLIC WOWS 1-8I7392 1234 FORT WORTH STORN DRNN NANUAL FOR OMER F 11-TTIES Mn.TFMStlI LORD OR I-b0O-545-e005 3 IUNEDLU41 NOTIFY ME ENWNEER OF AW M9CRED/NCIES RUNOFF COEFFICIENTS A' IN RESIDENTUL •A-5•. _ C+O 67 1.•7 SIT h�-- 4 SEE APREANT ROOD SIITDY f5R-ZO70-061 FOR COMPLETE EXISTING CONDITIQYS_ C=OM OOWNSmEA ASSESMEM. a ]00 ff0 O ^.f.W. s. ...n. �_.Ir. 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S0 JURCIION tp 91tCLI �N1N,l m IMML 00 Nfloltlll EAllIl orAR=DKmt �I I f � Jets et�wATER RM11AX10CE AGREEMENT / IE%XIBli M11 ' RMpROSLO ROrO � et: R(IERRI 9 1�k w Ica MR EI(%Mt10M WAIER CE .� F CttY DOD.Ytt NO :W9Jt twv xcFCLITY r NAtE $o�n s,ocn � � u-»rocr5 ! e112 FPS aaMao �, i µoe sNG t o' w:Aluu REWIRED. FR¢oo.ao cEcnoN A. e c SD10 820 820 77f1t1]- I .L 815 815 - N y rets30 810 810 llir - 1°Y° u 805 805 t _ ffid aw 800 %790 J m- It9ElENM aA o.w.0 w�py� Rosr rtw R.cr $u ww,w l�tJ lur � rtttss nMtt �"LL Iroia , %nR...pal�ltclo . r C.,11n,rao]ouMRA RR>�'MMRNNS iO1C1e1M% NO , 444R( Cur %1M 'X IN CE9eER 0 O%CN ON CM A. Sp/M$DE OF s —9. U'"m or 91.0 AY5i Y — CON NL CLW »t.El %rNC.a No t: SO K M MN X' M CFMER Al MC% OF CM NXIM OR ME PMA OF $EA]W!O RIME AY ;pPRR�19OGt ROAD ew { R i e� B25 I I x 020-ST'ORM DRAIN PLAN & PROFILE SDI6SWALE&SD10 -- LO + 815 Madero tar � Ionww)' Q Phase 10 MnuArE) B�0 Z CITY OF FORT WORTH DENTON COUNTY. TEXAS �BM III "do' ] boo. IA cce9Nmnc.no+rr rnme ie9en mla aeron ...��y 7M I 5()D I V .a OIY, nw iftdn FRN. F13]fi Nf]PRO= 11 I:..5.. G.. 7Yr' - I MSL JIIV tOta I -. -. oEs�Gu: IooarAR DWI w g ' 795 SNEi .Y�. 64 I t! 790 a rs. sam STORK WATp FACILITY M.VNTQINlCE AWEEMENT SO 0 OUTFALL SECTION A —A sl�+.mz'4 cFs NIS 0P (0-0) . 047' V (Oom) . D2 FPS SD10 B/.a.Of,F aM, i00 EN0 aB.•OXAJA +0' .a ACCESS RAMP O mm iA SAODE N(Fvocc ORAOF�C ABxld'K 97-w F011 F1RL L(Ia00+ MPRO%IMA1E LOCATION iPIBUTMY CENTERUNE HC4-1-VS REFER i0 E%HIBR A10 INTERIM NYDMUUC_WORRMaP FP IN APPROVm ORAINAOf STUDY FOR ULTIMATE ���T�—�\ FLOODPWN UNE AND CROSS SECTION Q I W 0 RO 00 SO a I \ an rRoxn Xe +ww+ pia'"-cxw�,-+o.wl-mreu 1 -1DF1 '---- ------' IAARBco Bo. sB-c \ I R wW�. saF.talow. �w111wFo,.rwlay €tsnrr�s: STORM WATER FAQUIY IXMMMt XO + Sf'1MExAxcE AIX6EMFRF XWM art RtOF V N WaER AT Yat OF GM E SHEET 4B NR NLL SWFMA E%TFNIS M• %OW- Y+DE OF SAMROA IIwO S U' M'CST OFDEFERENCE BIVFMAP400]0 AN•STAY qAV' pRTg9JXL R[Y ]B1Y HICO MAt NO 2 WAK Wf VM 'X- N CE M AT BACK OF 008 04M OF ME MN OF SE O RIDGE AT _ _ A�I'AG RIOC[ RWA a QN �}'w I/ 82OSTORM DRAIN PLAN & PROFILE SD10 815 Madero Phase 10 CITY OF FORT wo- DENTON COUNTY, TEXAS s - Wti LA I R`6D 1:rncarva mwar mare irW a.I cnB 01,aa. taaaa ]a14 FRN.F.I,T6 ID I.IA PROJECT B(b I NT540-0112 I OATS JMLY 1034 i` I DESIGN: U%]Df.W •'I S_a. I DRAWIA oM k f SKEET '• 790 !, i • I OF +SASSNCCTS i b2Vwah.��..�iwAw� rw.. ftA 3.33 w13. CND �M H.. BR,WDLFJi vY1a fYCLKL 10 5ti TTPNS �•A•l W� 'MT NRAP (If' O(CP) PNASC b POI NN °-.m ..3o PHAroSEse I1 x ORN—E -• •AEIm EAscar � %� 415. at. STORhI WATER FACILITY _ENANCE AO yvd f4 SN3�) SDI++• Hw Y4 f� L°M'+Y La) .Mnr0°"A:a.'P±°iLo"�`rm FN° nFADwAu JUNCTION BOX � nw3m mn. fO1Rl SIDI'[O V/ NFJM+w1 `�� f•pIY�M��IGRP �y SD SD1 1 yg 820 835 615 B30 °FNd15t4 ,1 1 �1= ! i B10 1`s I` 4 . lit- i•.Ls ... - - ° PYl T I 14 an ego r—1 _ + � � � •1I}s, 1 +I 172If 785 810 790 805 0n PRa ' N3 Io1ro1 Fq 3011•roT0015+-IDASOI-ED]Sa5 F_� T YMSCO NO 55-C 1 o.,,.a.1.IwIOW� w� 'G.Jh.alwf,.A.a, —01 wf I 4UAK CW ITN x M CID ER AT eu>:It OF 0 ff 1N w SIC OF SAL." NWD a 1V f T 01 ANVSTAT ,IAT CWtU%W- DJY TWO W.CN°MR NO ]: VOW CYT w+IN 'f' W CEMER AT 6ACN OF CUNO pONTIOf TIE W. OF —NO RIOCE AT I" Oq Naa 6 MIN B35 a m B�'STORM DRAIN PLAN & PROFILE. SDII & SD13 825 Madero Phase 10 820 CITY OF FONT WORTH DENTON COUNTY, TEXAS B ua rLE�L..ra Ya► IA NYO hor.+Gnaw Emewry SUU PMa1I3E1.I10 O7Llas Taus 15108 F. RilB6 BI0 IlJA PTNER IO M1R10-011Y DATE MT OON •-� DESIGN: LOCNFNI D.— w 805 x1 HOW- 10' VERr: 1• . 1' SNEEF 66 Boo OF 133a SKET5 n II Ldim ro Malmo MOIL`W HwAw - WA,rJE TAcuIY rei,L A•+ � . WAItA rattm ' I lart)WIC[ ullfla40F, I I I PROPOSED POND WJ1fp1�[ ACI�.V[1P1 I.INIEflIN WATER YEAR WATER SURFACE EIEVAIIDN = 0153D 1 I I I I + 1 4110.o� r)R L'5O3 1 17 Aaw00 IO w niA ..4D OD lL. A 3.00 1L. a.n.a aw / s3u Iw aD'm) N Q 0 % 6�nNV INI£T IHRDAE MITI& i AWm END HEA➢W— //q�/'01WIYGl. MIDI Y Moot ry5M 117 SY TYPE 'A' DRY RIPMP (IB' DEEP) WMIV:AAKI � / �a' I � / AtlYflal y 1 IE3oL91T A•llj ff FUTURE IIrDFAO PHASE 11 I • I n it TY aY 0" NON RpNFORtm LOrICR[Tf Y L AP�ROYYM+[ IDLA,ION TI11 C"It+kIM NC4-1-VS QFV' TOV-01 GI+rM, 0 M[RW-N,pW"Sng=w F M a1sWDArD Dlwua sTyOY fOR IAeaun----r Y1O0GAEAtf lNC .Y+D CROSS SOCTLA'a � / 1raw .' ..e rw . yst[t oTL Ilwav 1.. , ,OS— _`,� i.^' f"�.r"...�iHn... _ T ti. ►+ ...,f �. rREFERENCE f � i �)� � IF�Ft{��p'_� 5WFFU24ao70 !•�p�. AA01NM -vv FR- K.TAIt •lOP(D flq HEMWALL SD20 1 830 825 �a t 820 'f�.�rganlo i100 TOO, Q �815 M .ITtlY! • .awNpc�vstE - •f'��q t� 810�..�._�� I I $05 ERI-HI B00 I l; 795 yl " IyI.(� L�4.Me�7 3H.XA:\K0.�f..— ��w�n �T' 1+1 4•,W=v_t ' IV T r- -r1-1-r1 830 820 1 L 815 .825 820,110 815 805 805 795 -1-'1 e00 790 T795 785 cWY w1Ecr Iq aro+ M:.1D+1•-Ol00AF1-7W1D+-tgTBte W-Dnl4 L-m aaaeam ND. se-c L Hlwwwn.NcilQlow. \\� RFax'NNAlnfc C+p NL+aNc lo-.,wa NWIOruCUT "Ill %' CENTER AT BACKOF RE N SlTE .. aIOT OF aALHpA RDAD a .a'v WC31 -AWSIAY +MY LSMtlIINL falV 7a3,V V., AEMRE CU, Mr. 'R' W Q]Ffo AT EACN OG CUWR aM.l Of M PCOR OF fAYWeO ROOt AT . f' p1 ..�r FpAO. 6iY �• u LI — I wit Ma TORM DRAIN PLAN & PROFUJ SD16 & SD20 AT Madero Phase 10 805 CITY OF FONT WORTH DENTON COUNTY, TEXAS80(, fi030 CenoL Nssxay Plane a69.fi31.A DO ,T DiIIDF, Tarsi 15]O6 GPN. R1311 WA PROJECT ID m M]AO-o112 DAIS JULY 00Y4 DESIGN: LOOLFNI `• r d * DRAWN: DP1 _ 790 unc.. Mrrta, srxE HOR2: V - aD' YERT: I. SHEET n n.' 67 7� OF IN SHEER ELEW1RF 011 IFlC) 111 ftEi RAIE'ICFb Na"mlAP�IaPNia•m �• RS RTpW . I.- "•--'7.1 � ) - MFI t/tl tl' I}.'A�N[A I _;K 01» _ IAGITI 0_ iwOW _L -.. —�— rss oar na L 7 M:ctii 0-1,01 YNIa 1EK1 I ll 1 ��iLL 18uiTcuB7tin�:t1 NF �—� ^go Du VC ean,toN�N*n 1— sarx.v o..I EI..w�I E,SA .+.a sna !1 ,a....x... Ix.. P.xxv., I1---:/•t�tt IH.nFL.A+�r INer M.�.,.M uo._. � •f5A T� f— SlOPCS -17-' j �-I-_j L —1 ,_J_- 1_1 7TnT14 �il 4( •OR1 � l- J T 1 -1 L 014 II �II E__u I� ST- E 1[ f EMERGENCY SPILLWAY TO BE I � D MTD vE 0R(1 N AND VECOM.-}II �L L � T F1' - � ,m ,SAn [M{NFD,CI FNtOPO/a aN,DE �yll{LWAY WN WYE Y SLOPE= OSF .1. S.0 CIS V1DD = 6J FPS 0, = 115' $ECTIION D—D lac rEAB wsFE-e m Do TOP OF POND B11./5 {H:1V (WAX) 7 EXISTING GROUND NI:IV (LOVI) NOTE TOP OF PoNO EIEVATON IS NAMABLE WRN MINIMUM TOP OF POND ELEV T10N OF BIl A5. SECTIIs N A —A E):IsnNC OVOXND 0o run WSEL-B15 DO TOP a row Af"As — (MAX) INFLOW PIPE (501) ElmRE DO— OF POND TO BE OUIFALL STRUGiuRE EOSTNG NOOK PER CEOTECH (SDID) 36- PCP O 0.5% REPORT. P OIHERWLSE PILOT NOIE TOP OF POW ELEVATION IS VARtABIE NM CNANIEL — BE PRO.TDFD .MAIM TOP OF POND MIEVARON OF 8I7.41 SECTION B—R NM EMERGENCY SPILLWAY 04McR0UN0 616LOAtlIC�O.f.TOP 0/ 1'O.UIl.{5 IY %r— w­.Ik 1V NOTE TOP OF POND ELEVATION IS VARIABLE, WITH WiNINUW TOP OF POND ELEVATION OF 511.15 SECTION C—C NTS no, Opl,.-0290ly1-alms A-llN'F W-J01. M.PSM NO 5B-C ! NRR,..+..n�lFel rillllu0lpe,w M.r IE"N""" NO 1. upon CUT 'BIN 717 N CENTER AT BKY OF CURB w BOA. SIX W S"AOM ROAD E ." MTsI N low", NAY 0"t."It DlI fSEN ""'HYMN NO 1. KWK COT N01 X IN CENIEa Al O Cx OF CURU WNM OF ,K POCN DF uARAr10 ayGc AT :aria rylu D.D ELEv lux i .wn ,i Pn•<cY In DETENTION POND PLAN Madero Phasc 19 CITY OF FORT WORTH DENTOX COUNTY, TEXAS .MINp61.11IM-1 I.aN.YLA OIN,,aF, 1L'CI fllM •F•YF« WA PROJECT ID M510-0111 I OAR` MY ,TOT, s ••1'��. CE51O,1. LDDaUA DMWN: NV"65 . `�E�yp, SC.RE NORZ: .1n VERT. a t SO of Is. Y[ER N1 1 -'�.-- FFCC i t ` swm PAT, ER FAARY + \�{Awo Inq.OtEo \ T1W{{AR inlliM � VI tMWeIYYAIIr n A il� fA I f MATCH LINE SHEET 89 I ` cuss 1 621.6 I Itt i 1� FP= sl is lNsllplll 824z/ .4 � e.Si PE A) 5)} .F S N jU■ e O 20 10 r; IMt➢!D � [lees Y I ^ I' RUNNMG WAIL M•lm 1 . S�AALL— YAY) D] T B0 GRADING AT SIDE YARD WALL If1C MATCH LINE SHEET 91 MOW �`21t - �I CONRRM1TOIt TO 3 FRONT YARD FROM ROW Ai ITT IILEM TIP AT &I r0 M. PAD ELEVATION TYPICAL GRADING CROSS SECTION MS "F�ffMONfiR PROPOSED RETAINING WALLS LEGEND NCLUDING FOUNMRONS• FOOTINGS. ETC SHALL NOT E%1END INTO THE RIGHT-OF-WAY. )IJ SPOT ELEVATION t d F ME MAg1ENWCE OF RuNVWG wNSS SNN. BE THE Gi �i QFSPONSIgUIY OF THE PROPERTY DINNER ON IIMICIA — ElMalmo SPOT FIEVATIDN N ME RE. ITIC WALL IS UPEATED � O RETAINING WALLS GREATER TAW 15' IN HEIGHT REOUWE n FINISHED PAD ELEVATDN ry SEPARATE BUILDING PERMITS. RUNNING WALLS GREATER T1 THAN 24' IN INMW REOUIRE PUNS SIGNED AND TO w OF CURB SEALED W A LICENSED STATE OF TOGS STRUCTURAL OR CEOTECHNIENGINEER. LP ECCE OF PAVEMENT TIM 33. EO ENISRNG GROUND In FF I. WwA No om Now w IT ?v LNU",;--mmoNm -- FLOW MROw ODNRNgC wS_ _ q ASSUMED 10 K DoorE]64N0 wo- .— SY{m. 1 }, FW{SN fOgM DEIN,WOM (TF) AfOti I{eSNEIAo (Nj, t8 EXPOSED sew I O �� 3. K G[AwIgII NALL K /AF vA{1{It DF l' ABO•S fIR BC wear CUTTER r M11NMK too II.000II+Y1+ [LLwTm WIW4Y Ocow"" su1F (u) eFLAu K Y K NEASURm 1 PIbPDS(s CNODAa O TOP OF WALL W Too.("o I{161 IWJ tFPT s tTKWD INO INISr K D)' ABOVE THE NOHESi PONT ON s PRarosm 4gouND s BOTTOM OF WAIL A VAP' toT]. E PROPOSED ORGI o LNO a WNL Q • A M OVA TES Or Y DROP AR tE O QJ*Wlpow0 Tp AvgD FDyq[IWryEIFDI1Lvr tt�°ROPPc SO�K � D. 1M �� {f10Pfam 51WI OfUN SSfEM 1 7 oW GAPTIA S AM AU,.. O DP TO A TAAYI— OF 1 O'. PROPOSED RETAINING WALL s ALL oI VS ARE IO K PLACED ON RI[ HIGH SIM OF fLgC 1[] LOC OF LOt WFaSFL RC LILT UNLESS ORNERNIY p4mm. 10� I, ILL WOM IN- e[ T+{lWOIINm AODOiIK TO ONMtlAT MUST BE LOCATED yJ N�W'OREiD 6/ 4PIMf -)M7 OARE D AMr 11. 11 IDS) ® NRY'0'f[0 NGF O /NOFO'fm PAOTE,CR•[ FENCING M 70114-O2DOA31-t0A001-EO]BB5 MMyj(( 1 91 -270 ___ QL • 1L+PSDO NO 58-C Iu,P.wh11A6DID . , a C;dlatFaew�•ItIN �� tl11C+I CU - STN50, CUT Mt11 'A' N CBNEA AT a , OF CUPS OF YTgTAY yr CCNIERUs! o T]Q!Y mm I W4APTCNIA IT 2 S0TTM Or ME EPI 'A' IN CENTER AT BACK OF CUIq 1 \ / AT .bAPfN N00E AGAID PIMA OF SEARANO RIDCETooY low [yJ Lf' NN/LGS ADU LEI N DAK I .wcD1 K .N1 W I GRADING PLAN Madero Phase 10 E OOIH TO STREf1 •.�i yl.( CITY OF FORT WORTH DENTON COUNTY, TEXAS LMi�[LM 1A TOfiO NND RnW iD,. lyre:5A2l.Ei 10 Sine T00 - ONUs,TnTs 75706 FRV-F-138fi 96 - 93 1 92 LG PROTECT To _ O^ _ _ M710-OIt2 91��.yS85:__.� 89 91 yi �I DATE: DULY 202A �8Bi 1- DESMP: 1oCI0FM i F• ij,II ,IJj:I R+'. oIGwN; Guz 62 6i 8a 1 1F.92 9S urcn zceEE a2lam Ili n11 - (-. _ HORI: 1' . 40' �Y VERT: N/A yRAPING NEY + T. +6' SHEET 96 NTS 90 OF T5A SHEET] 4I 988621 j••I _ I _ n N Rib. 9j mI � e ' RETAIRN�EkGL1AaSALL ��`M..�^p.r• y •)5 I 4:1 N —, SLOPE GAMING AFY M 96 x1s GRADING AT SIDE YARD WALL D x0 4G eo UTS m LEGEND fT.3 SNSI CUPIAt1N I E�iD6 OFi Ni0Posim NGTNN IG WALLS Tl.] F]IISTNG SPOT ELEVATION N .M:Lu1N1G FDIIFDAll— —M.S. EFG SHIALL NOR. EXIFIID IN1G CE OGHI-F-WAY. FP FINISHED PM ELEVAIpO p 2. THE MNIBI N O T PROPNG WALLS SHALL BE K THE FIESIBIUIY OF THE PROPERTY OWNEq ON WHNiH TG TOP OF LURE O HE RETNNMG WALL IS EDDIED EP EDGE OF PAVEMENt ] SEIANING WALLS GNEATER THAN W IN HEIGHT REQUIRE F" 1 THAN 2C WILDING PERMITS RETANINC WALLS GREATER EG EXISTING GROUND THAN xa IH HEIGHT REQUIRE PLANS SIGNED AND SEALED BY A UCENSEO STATE OF TIEI S STRUCTURAL FLOtI MWIY OR GEOIECHNICIL ENGINEER w�- E tSTNG STORM DUN SYSTEM I Ell E POSED BEAM O VC VAUFY DRIER 1. TYPICAL PAD SIZES ME 40' X 75' UNLESS DMFNSIONED T PIdVSEO OROUNO 1 to" OF YIFLI W GTHENNSE 2, FINISH FLOOR ELEVAF.N (FF) IS ASSUMED TO BE 0N' B 1111EII GROUND 1 1-1 OF WALL = MOVE FINISHED PAD (FP). E PROPOSED GROUND 1 END OF WALL EL ]. FF ELEVATIION SHALL BE A MINIMUM OF 2' ADGVE THE ULRMATE 00-YFM FLOODPLAN ELLVAROH ESL PROPOSED STORN DUN SSTEM 1 4 MIUfN114 EIIOSED BDV.1 (EB) SHALL BE D ]' AS MEASURED PROPOSED RETIRING WA11 FROM FINISH PAD (FP) S FIN151ED PAD MUST BE 0.]' ABOVE THE HIGHEST POINT ON 4O4LL1 WOC a wr YHID< TYPE 'A LOTS OIxVEWM1Y MUST BE LOCATED of _ I A MRMNUN DRA£WAY SLOPE F 11 6 PERMRm 10 ANDIO W 1. DROP GARAGES. IF A DROP GEUOE IS REOUFiED. THE ® PPROPOSEDNON Q IIICCC///1 =V . ORNEIYAY SLOPE SHALL BE 10E. O ], DROP GARAGES ME ALLOWED UP TO A MMIMUM OF 10', PROPOSED PROTEGTK FENCING B ALL DRIVEWAYS ME TO BE PtACED ON THE HIGH SIDE OF THE LOT UNLESS GTHERNISE SHOWN S ALL WORN SHALL BE PERFORMED ACCORDING TO 1 GEOIECHNIGAL REPORT W2]ODS] DATED LNY 24. 2023 CII7 PRy F N0. 71F101 _ PERFORMED W APHA TESTING FEp; ]111 " No. IN"$%f-EO]9B3 N-SItlF W-]114 S ' LIEPDfq N0. SB-C E wn,nnaTl,OelDw., 3ENF.HWP)t�i- �PUIiHIxc rMH1M1 ]r \ INFLYTMMA NO 1; MD01RE GAT NHN '3' N CENTERA/ PACK OF RTA1 i 1N 3N SIDE OF SAaND" a" A 43' Ww a 1 � , ' - _ /' =� ` AANISTAY WAv 0[NTNILIME I]LV 133.N M H T IN CENTER AT BACK 14IIIN DLATE MR OF SFAPAND RIDGE ATf QNIB a i `` 1 � •y' :pPVpl NgGE ROAD E1EV 16531 GRADING TYPE A ALL ZZZ L RADIGE TO STREET 1. 1 z I uLTI -V'iWH it w CI 3!—}GRADING PLAN 1. GMDwc TYPE B 4 4 U ( DRNNILE BOTH TO STREET I REM LOT UNE W'X PROPOSED FOND 1� \ I ECONDIININS tO T NOD TEAR WRIER SURFACE AIM L 1 SHIN �+ (BEE SNFLT SO TON ' SFCigtS Y CNCUTATION$) �f f �� C YC IACCEs do i ^ 1 81637 - --------- 1 fIWM NAHN FACILIry i yMITENMICE I-- IMI A 11 FRI SAVED ON PROPORED 1 TREES MEIWRMTHE SIKAN IxMItAIAFn 1 1 1 1 1 1I 1 �1- w A EA>61111 PAS P/ClrI lb. 1 LOSIRA a lG cl G AOPYIION OPAWOT OAS TVOCNE1 AMON EO - IbFO1RVC11011 1 W R G MATCH LINE SHEET 90 I 1 � 1 I I 1 1 I Y4M0 IN \w\� CICYAnON - 11Y.p i� RGN '1:4^' # ..'SLOPE.. OMINA.TOSLOPEFlRONT. F10AI ROW AT Ix THEN TIP AT &I TO FINAL PAD ELEVATION TYPICAL GRADING CROSS SECTION NTS 1 1 1 1 1 Madero Phase 10 CITY OF FORTWORTH DENTON COUNTY, TEXAS LiR il�ir 6D40 NDM fnnValr>paifwry PbnB 1695310110 O1M� az uas ]S}OB FPN.FIDIE LHI PROAECf q M]AO-011S DATE: ALLY 2024 DESIGN: tOCNUR DMWN: DA2 am Iscar HEBT Y - 40' VERf: N/A SHEET 1 OF 154 SHEETS teas O'N1 1. TYPICAL 1—�'M" Ji S—"'H�ED OIUENNOM'OURED 2 FlWSH FR D PA(FF) I155UE0TO BE BO'AIF FlNED PA).Ok IRA, N SMLlA WNUA O2'ABOVE E 1841E0-YFM♦ 1VOINIFI (E8) ]' AS IN iRON FINISH PAD (FP). i5 FlNISHEO PAO MUSE BE 0!' ABOVERIEHIOHE97 A IU 'A' LOTS 8 OP GAR ES IF AY SLOPE OF 1E I IS D IRED. E AV010 DROP GARAGES IF A DROP GARAGE E flEOUIflEO. THE LW%IUMUN ORNEWAY SLOPE SWYL BE lOW 1. DROP GARAGES ARE KLONTD UP TD A MA)GMUM OF 1.0'. B. ALL DRNEWAYS ARE TO BE PLACED ON ME NIGH SIDE w iME LOT UNLESS BE 1.SE SHOWN 9 ALL WDRN SHALL O PERFIXU57 AHED MAlO N 0 70 4D BO PERFORMED B REPORT WSTING. MIEO A41Y 24. 2023 PERFORMED BY I1PMA TESTING. } t�D! mow o AETANIND WALLS INCLuOING rOUOATpM5. rOOnxCf. M S.AWL W 1]DEAD IN o THE WOxT-w-WA, I. 111E MAUDENAm Of PEW/AG WWLS SHCl. BE THE AESPDI.SOMM1 OF M roorc 1Y ow" OF WHICH WE AEIANE10 WYL K UOGIED !. ALTANNC WAµS 4MA1LA IMMN IS- W HEIGKT FAEOURE SErAAATE oLWONO KIYIIIm. AEIA." WAALB GREATER NMW 2.' N WEAR IK"t PLANS SIGNED AND SCAOx LD0 am NNCK f1KINCLRC OF TEXAS SIPUCTIIRLL ROW - ! ITP P CONTRACTOR TO ROPE FRONT YARD FROM ROW AT 1% THEN UP AT 3:1 TO FIN& PAD EIFVATIGN TYPICAL GRADING,PROSS SECTION M LEGEND rlmt r g8 ...1 90 gy D% n.! var TIMIGN ]1 O EDOmxc SPOT ELEWnOx N 1• 013INI 91G WAIL I 81 'B Ji• L.L. d! DI J! I FP IN-1 PAD ELIN TION 0 1 . •. T, n� IA ..: — n. L a 95_1 TC EDP DE LURE O r 1 EP EDGE OF PAVEMENT SLOPE 82 84 8.L L _ ED Exlmxc cRouxD Z () FLOW ARROW GRADING HEY IMP 98 N15 }•—_-- E%ImNC STORM DRNN SYSTEM 1 0!r EB EXPOSED BUM O GRADING AT SIIIE YARD WALL NIB VG VALLEY GUrIER T PTIOPO%0 GAO" O No, w W2LL B PROPOSED GROUND a BOTroM OF WALL E PROPOSED GROUND W END OF WALL )—� PROPOSED STORM DRNN SYSTEM PROPOSED RETNNINI WALL O 1 sIMAKS SO[ w LOr rpt Er NAEYNY MUST BE LOGIED ly ® PRWOSED ROW Q Q PROPOSED PROTECT FENCING CRY PROJECT NO 1042G1 FID: 3D114-O2000I-IO49D1-EO769.5 %-2]99] W-36)4 MAP= x0 5Bt E wIMA. W x.nbelow, CINNNMAFXS p11.ubeMw are r)I*MM,RI xo I. MIUM CUT WITH 'r N CERIER AT BACN of [UB DN SOVA. NGL w SALYIU ROAD t 45' ripl 01 A -y WAr CIDOID III [LEV 902.N Nc.c. L.M NO 2, MRMRE OUI WTRI'A N CENT[A AT BACK Or CAIAB .OAN OF RE POCK of SFRANO ROLL AT pr'PLA .0" Alpp M/ mw I � III IIII pA1T I �M 1 H GRADING PLAN Madero Phase 10 CITY OF FORT WORTH pDEENN�TON�C9O�UNTY, TEXAS LA K4I MICIIYtpwn. PMne lfefiE D—I neat e.. J1DOt rIIOJIiI O ARNO-Ol,t asxN LO]UAJI • S ITMWx: WAt s— HORZ: Iaw SR11I x/A SHEET 93 w ,>• TD1rns n 1. .THEFh PAO 51E6 ilDIP %)5'UNIE55fNMEN510HE0FINISHH R.DCR EIEVAI(F) Is MSUNCD TO EE DEC ABOVE "W"MPAD.Q FF EIEVATNN SHNL W... OF 2' ABOVE THE ULTIMATE ,WYEAR EAN(I) S AU- BE N 0 MA%IMIIM 1EIIPOSVO BEAN (FB1 SHALL BE 0 )' M MEASURED FRO nNiN D PAID PAD T BE 1 5 F1NIE 'A' PM MUST BE O ]' ABOVE THE HIGHEST POINT ON ttPE 'IM LOTS fi A MAXIMUM ES IF AY SLOPE OF 12% IS PERMITTED E AVNO HDROPAM GARAGES F A CROP GAAAGE 15 REOUIREO, THE HAM) GAR GES M SLOPE sWP BE TOR 7 DROP IJ1UG6 ME ILOWEO AC TO A THENAICUUM OF 1 O B NL DRNEWAK ME TO BE FIACED ON 1NC INCH SIDE OF THE LOT LNL:55 OEPERFO N0ED I O 20 W W S. GE VORKEC.N SNNL BE P—.1E0 ACEORDNO .. f CEOTECHNICAL REPOIT W2]OJS) GTEO NAY 24. 202] MAID _ 4t 4A SUDPE GRADING AT SIDE YARD WALL RDRI w TV P 2z COETRAC M TO SOPS FRONT YARD FROM ROW AT li THEN UP AT MI TG MA- PAD EIEVATCN PEPFOPMm BY NPl4 1ESlINC INTO TYPICAL GRADING CROSS SECTION ' ws I I [ p cl'IPE Ia '--_i—�l -i._. MATCH LINE SHEET 93 ��- Il2 9f7 13A U) �ti 1}1 127 —,Lr �i SiOtM-ma EACLm "* _ '.WN111N,[I ACAECLFNT la._ J32 121 : O] W y 1 W L dil I�IY11 j• — 1 B a B I�B"r 1 To I.t _ 11 ,TZf� t:i Ir L ,2>2 12.a -� I .n MATCH LINE SHEET 95 t1J Lt1_ 9n 90~93— I 97 1. — t."""'''fffii���Tliff 92 -' 96 � Rawl ). AN wins ` I.y 1 ILLALL 0 IIbS GF MP06CO Ri NOT /Cli E WNLS uv to. D THE OOtVIti SfWl TA WOO C OF 110 a -War IHJPNb Or T.9 MOKM OUMM�dV WNC. w .CTANNc W 4 IDEATED J ArVMPNG WNLS tAGip1 DWI Ilr w WOO REQUIRE :f9MATC UIPDING AfiMTS, R'YANnG WALES GREATER THAN e G lquo T RE0.Mt 1 A SYNCO AND a yUCC U) 5UU W TEW STRUCUM ( I FP= j'i } 8KA 11 . a - FP S j' _ LEGEND .-I L_E'%ATRIN SPOT EIEWIRIx h I rv"y r.0 MD ELEVACQ. Q BURR PAVEMENT ) aT _ <i;t U. GRWND M —� TIOv: ATROW Z f-- I.'I.s-..3m MHL Mum 1 ED EIKZ v 3rNt O ..• .S I,• .. TTIN T PROPOSED GROUND O TOP OF WNL w B PROPOSED GROUND D BOTTOM OF WALL E N AD Cv10UNO • ID,6 N WNI 0, )—Z PROPo5E0 STORM ORMN STEM PROPOSED REINNINO WALL 1 iNDGUES YOC K LOr IR{TE � ll 0 Oiyravar IVVS, B( Loc"m PACI'0'dD ROM w Q Q vyOtpgCL PWTECTnE vtAOA:G Cfll JPONCt Ito IGWI rw. ]D+T.-aJW.0+-IGWI-tormy r-aaaDr w-]DI. Pwo n0 »-c i w n 1cUDlow. -rY_MYATa%C NOtPNMaf No I MUMS CUt WNN 'X' N CENTER AT SACK OF CURB >N SCUM SIX Of TXING POND It IJ' WEST OI 4 .Y WAY COIrmu,a. CTLV T3J 4 KNCNWltK ND 2. umn "I IVON 'A' N CENTER AT BACK OF CU.0 IONDI a 714 RCCR OF SERRMD RIDGE AT b.PU Or1EC RWD_ CUIV I I GR II RTV.LON Itv GRADING PLAN Madero Phase 10 CITY OF FORT WORTH DENTON COUNTY, TEXAS LA E05o oM CvnON way PraA rl2 1.... 15108 iPN-F-tY6 LM PADIER IO Nf]W-0112 DAIS DULY 2024 DESIGN: LOCRTM OMWN: N2 - zm., sGLE HOP2: I W' I N/A sHEEr I .' r..i 5 OF xEE S I OTxxVH11_JI CKwTwOWrra'— Kr 11 _ Tt ONCRETE PIPE COLLAR 334110-D410 E.�" plrw�a ono e�mww uu vwn yono.. $A:I TLW - (DWE.fq.G01D1 I ,�� .•� PROExF N _ .o,a.. A...,....R..,e PLNI NEW -MADE RIM(d AVTInA— NAW®al— ggT NM fIitAIN MANNOIP�RAA1l.G(WER AND 330513-D417 pOMlVfcad DawUOIA %PP f� PJ40YlD0l 4±pl-. EkvxNon-Rotlorrla Evan N Eli rapon��•.r Lxta I e Fluv LM Ww Elay.OPn-TPPSEvcn ywim.Wpeev eM Ivx�mrA. TpP —0—PIPA I1x 2B ••y-.I ��POwTwwww RxdueAn • OPIrDfI 1 SLOPED END HEADWALL (SWID/SD16). No To swAc STRENGTH OF 3000 PSI SECTIONVARIES Ll- ALL RCP STORM DRAIN SL0PED111D HF DWALL PAM RP MA PTA M" i >: w � �• wlusy w I N 0 rla 3olta•a2Dou1-IDawl-torin A-Trrpr IIIAI wwsao No se-c ww...ar,4clow. CJIM.rwf rPn4A, 3EncxuARMs- aaOr— w I MMMA( r31T MM 'a' IN CENTER AT wx OF OVA 71V SD.frrl SK OI SWIiOA POAD 1 aO' KST Or JAA4fAY WAY (1f11(1rMML d(V Tt2.0( 401ONVAR, NO 2: MARE CUT ON *K IN =119A AI WK Or OURD N0lrirl OF rME PCCR OF WISMANO W" AT SPAUI AM= lW!! [ErV 11j 1t. MR I R•.1-y011 IN A STORM DRAIN DETAILS Al, Madero Phase 10 CONCRETE SHALL HAVE A MINIMUM COMPRESSW STRENOIH OF 10 P51 AT 2A MTS STORM DRAIN UNE A9h8TLxmAhN SECTION A -A SLOPED END HEADWALL (SD1) NOT M SDA1E CITV OF FONT WORTH DENTON COUNTY, TEXAS AtlLA •AA WW.txu, rS.JO iRN-F-1lN LW f wDrtCt ID MHO.Or r1 I art .ur Dtna DESILN: MA � DPAnI swLW .Yo. NOR2: Nis NRT MS fqy d• _N[(T 141 Or - urn f 1 1 1 1 I IUy or rI16 E.NUMIH a cr W 2CR3RRICf 1 ) 1 D 5D 1aa 2DD1 V 1 lummummung NAVE s OK iaruirn !� X-fn104 W1TM MAOEWO TYVSE a WE: THE CONTRACTOR SMALL COMILT THE FCLLOWINO AT LEAST 4B HOURS FROM TO E]CAYAONC IN THIS MM FORT WORTH WATER OEPARTMENT 1-B17-871-8206 Tu05 GS -B.B-]]2•86.. TAU ELECTRIC DEWERY 1-BOO-212-DI1] CHARTER COMMUNICATIONS 1-81]-509-W3]3 FORT WOIIM IRWSIOIBALOx/RIgIC wry06 1-517-]92-WI00 FOR OTHER IACIUDES WWW.TEx7SB11 ONG OR 1-NO-545-5005 awINNN4• [�T17T 7Tf-IT' C � -JLl SEDIMENT BARRITF i0 BE ----__-__- ♦ INSTALLED PRIOR TO ANr •N LAND q RAMM. E DR \ GRADING LI (SEE DETAIL SHf I51) (SEE •L TTBEi■■WWWWWWWW■W� 0mm LED N'RRERF ' GRADING N!D/OR X..NCZTEA -_—_-- • PAL4W1! G . .� AND CURB TIME, ME _^O 1 k 1 -•,-,•-•,-O top Olw I CAORNG TUHTISS CONTRACT I- a WLET FN0IECININ I I Es kf W wWrAIx rLUW -0. y ' I W«W a BAM DODO d CONSTRUCTION 1 ; I ENTRANCE - ; =' , t tplpl TIASIOOW AMA • cc ■ WASTE AND MATErWNS 4 .L. i •. ( - _ _ TORAL4 LOCATKIN j 1 NIRNN DETXMCNT FONG. toI SEOwEMARDN Tt � 1 (,� �• 1.A0 d51UAewxx . •. I (1 - I..� M JIM 1.-DIBO+]I-1DN01-lOiBM Aam 1 I BN) SY TIP " DRY I II I ir-w.4 N0. 5B-C =11iN.NCE �, 1 PRAP(24"OEEPA) GL%Kw ' II EBTI Al) - 1 !. SEIICH4.I0(5 TIf "A- s. IYPE BIT ■NCRANIw NW I �1I11 MANME CM WAN X' WI GRATER AT BACK OF CURB �ryDPOSEp. , 1 ; C � 1 I-1Z� wllly (YBVEEP) • � � IYISTA w cSNcouw[ ELn 2Bt.Ee I 1IDOL Mw �1Nr�POMSIAMO- 1• I� I•$� - I 0p` eA ]n SWYx ^O[ O' SNnRN WOAD a .S• RSi 01 `Nl1R•WDM . 8T5.10' •i . [, _-�J--•------ '\ 2 (OBM' ['NI NAM '" IN CVOU At ffK% Or CURB OxfN E TIMETIMEPc" OF 5[AR•NO IbDtC AT Fwunw rNfE*NNGY_ � rDu n0.D LLLv .�5•• AGREEMENT I1 II I I� A _ (EXHIBITA I) % --� �• II I 1 1�! I `. 1 n IWt TNn - 77 � Z C2-Lr -Li. U1IYA OI PIb01l�lO � �i 1 (�IFR GIBVE � Wm'D 11t M DMLE1fA ]IWL 1WMM WELOS '.MII rOHCRWI,. 0 9Wl f. Mt INWWID. NOIR 0/ WAY Ilp) ropM1p GLOM µ0 TK IO DMOERS MILL DE W/R:WKD AND, • PHASE ls tfi,plCT A RAN VERY MKCWON r TN( CRY d EMT WORd T w Df NK CfMIAICrM FtIR WNT 0452. WD NOW LLLY 1. BAYS S•7731T WED.11■:l N B ANY PARKLMD. RIGHT OF WAY (ROW). CORNER CUPS. AND TRAFFIC DNIOERS THAT WERE DISTURBED 2. OPENTT TO LOCATE AND MAINTAIN x EOUIPMESTAGNO AREA DURING CONSTRUCTION ME BE PUT BACK IN MEW ORIGINAL STATE Of BETTERMD EO 0 ANEOUIPNENT YDOWN APFA 9 T THE EVENT, O CO HAS BEEN DISTURBEDRESTORE ON PANKLAW.GRASS IN ME E EST A WAY, CORNER CLN'S, E CyT■,TA ], MANANY OPERATOR IS RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND TRAFFIC DIVIDERS CONTRACTOR WKL RESIOPE GRASS. GRASS WILL BE ESTABLISHED AT 1001 BY THE i0 BE INSTALLED MNrvTNN THE CONSTRUCTION SITE IN AAND SEDIMENT WITH LOCI, STATE ANO CONTRACTOR WITH MADERO PHASE B FEDERAL REWIREMENTS FOR EAOSION AND SEDIMENT CONTROL (TCEO 1)Ui150000) ID, FOR PARKLA710. NOW OR MEDIAN CONTRACTOR WILL USE CLEAN TOP SOIL WITH rv0 ROCKS i0 BACK FILL 4 PHIMARY OPERATOR SHALL IMMEDIATELY HYDHOWULGN ALL DISTURBED BEFORE UYINO OF SW OR HYDRO SEEgNG TOTAL DISTURBED• -ww' I OVVIRIMM . WT ISWM CONSTRUCTION PLAN Madero Phase 10 CITY OF FORT WORTH DENTON COUNTY, TEXAS WENOA.drh WWNRMCANNER.,- SWMIW DO. T.- 752% 120.6 ACRES AREAS AT THE CDMPUET.N OF ALL CRADINC ACTMTIES WTNM ME 1. YEAR FLOOD WIN 11, 0-NG TO BE NSPECTED BY PAND AGENT 811-352-5100 PRIOR TO SEEDING OR SOD • 5 IF ANY INTERNE IS iNNFO RMAI IR04 THE CONRON SITE, ASAP OA' REQUEST MR IS IN A.000n]ANCC n:in 12 DELIVERY il-1 A IT GLEAN SqL WILL BE FURNISHED OF THE SECTION ]3-I p$ IT RELATES TO ESYORATON OF TEE ROW •• .` NIRMC SIGN THE CONRACTON RESPONSIBLE FOR MAINTAINING EROSION CONTROL SHALL sSREET CLEANING ON PUBLIC SLATEiO ON A DVLY BASIS 13 fIHAL LOCAIgN Oi Ox511E WASTE ANO WTERNLS STORAGE TO BE OETERMINEO IN ME FlCLU C•W L: a IIIIiN TE NATEPW IS NOT PEIM6TTE0 TO ACCUIUUTE ON ANY PUBLIC STREETS NATENA USE OF WASH WATER TO WASH "MEW FROM STREER IS PRO STEO Vry S A OWSTWKWW uRi■IfiT ro N O[20Wgb TLr OwTgt FIWSW CONRROL NOT OT4N IR fL.CDO W 1■roNi fY W■E1I, w OVM■15, fR1,IW. u,, OP BORROW .1LNC5 AT INN: I'm DI ODWTRIC'IOS. C447R CIM SHNL oNw WILE VOR AN, wi iy. T Aft C+M.CD M ME YtASIWNa. MIRI10.10 fUIp4.4 H.CN YAY OCM N1[ TO ■MroE/14 7AA.yw'l W� tl :.[=iaiUL�+ o 4G�n - IE�"iN1Ti ) Ai9�WviED*m THE L.WWTOF FOR wa F•RASS AMO�as AM IA MK isK f1��OR�XC p WOIEC«MRtf� MWF'AOtA'Ct 4EM4R11 EROSOM COMIRy yFJSUWEy I T La p- mum" FRN.F.1116 W f11011Ef1 10 NT340-0112 DATE JULY 2024 DESIGN: W 0- Dl1Z SCALE SHEET 150 OF 151 SHEETS tAO.ION CFNTHDL N01IS: L SOIL EROSION AND SEDIMENT CONTROL S BE MROWOED IN ADCORDAICE ' fld CITY OF FORT WORTH EROSION REGUUTIONS 2 RESIONSIBILTTY FOR NSTNIATION, ROUTINE INSPECTION AND M MTENNICE OF EROSION CONTROL SHOULD BE DEFINED AND ASSIGNED TO M NOPRIATE F'ENSON(S) PRIOR TD COMMENCEMENT OF ANY SOIL DISTURBING ACTNRY. 3. EROSION CONTROL MEASURES MUST BE C STRUCTED AND FUNCTIONAL BEFORE ANY G 140 OR UYID DhTURBAICE TAKES PUCE. 4. TETNIOMRY OR PERMANENT SOIL STAB LUATION MUST BE APPLIED TO ALL DENUDED AREAS WHEN FINAL GRADE IS REACHED ON ANY PORTION OF SITE TEMPORARY SOIL STABILIZATION MUST BE MFLIEU TO DISTURBED AREAS LEFT DORMANT FOR 14 DAYS. 5 IN THE EVENT MAT MEASIPES BDNC USED ARE DIMMED TO BE INEFFECTIVE BY ON INSPECTORS, ADDMONAL MEASURES OR CHANCES IN NE OMCI— PUN MAY BE REQUIRED BY DIE CITY OF OR WORN 6 ALL EROSION CONTROL OEVICES SHALL BE NSPECTEO BY NE SITE FOREMAN DALY, ANY STRUCNRE OR CONTROL DEWCE WHICH IS dMIAGED OR INDPERAINE WILL BE REPARED DR REF'MED IMMFDWELY. T SANITARY F UTES SHALL BE PROWDED ON NE SITE AND REGULARLY SERVICED AS RECOMMENDED BY THE SUPPLIER TRASH k DEBRIS SHALL BE STORED IN CO M BINS ON EN—SURES 6. CON —'NON ENTRAICES/01TS SHOULD BE UNITED LARD PROTECTION PROADED TO PREVENT TRACKING OF SOILS ONTO CITY STREETS. 9. REMOVE SILT SEDIMENTS FROM STREETS, CUrK GUTTERS. RUMPS, KAO" ACCESS RAMPS, CURB MILTS, STORM DRAINS AND NIT OTHER PUBLIC DRAWGE FAVUDFS DALY OR AS ACLUMUURON OCCURS 10 EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE ME EFFECTNFRESS OF THOSE DEVICES BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL OEmaS, AND CHANGES MATE IF NECESSARY. 11 SOIL TRACKED ONTO PUBLIC ROADS SIw1 BE REMOVED ONLY F FEASIBLE, OR WHEN WSIBLY AXUMUUTFD SEDIMENT HAS BEEN OEPOSDM DISCHARGED SEDIMENT SHALL BE REMOVED AS SOON AS POSSIBLE I2 USING WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBnD xcw TIKKRIL -` J .Ayry%�-•TA CROSSSECTION CURB INLET PROTECTION (STAGE ONE) NO SOME R RMIDFIL ME MHDr OVTN WCADWS 9 WWAO y(r .FwTW naR I 1 •ro• TAA vTAWT YAa1WD m Dµ�,A, mx1P°°"RT "� PROFILE .}. CONSTRUCTION ENTRANCE b 1GW[ SECTION A APaw .Ic T•a1..,w WI:, iec: ixlL+ •woA+o� 1MA 1' OK1MG. W aW[ IT'•S' AOPM OA m LaLCE ROCK CHECK DAM SEDIMENT TRAP OUTLET I -1 Ggqnn6J1F fi CROSS-SECTION EARTH CONTAINMENT BERM SECTION A SrAE SEDIMENT TRAP BERM woD wsrN tc-D-cc(w.x.) tluT.a a-'ac xD sruE FNRIW: 4YMSE(6 CANE UNE ORES MIN.) /�,yy 211] (OR EOU,LL) ItNRANFDWM HAIR. YIN) /—I MIAVI OYx '�ri �--(apW_ AZ} / FABW LNE F .Jlt tl Imo/ ..F ��L 1MOKML s NIRACT 5 48g11 - I v uu/rt. Mx. TYPICAL TEMPORARY FILTER TYPICAL TEMPORARY FILTER FABRIC WITH WIRE FABRIC FABRIC WITHOUT WIRE FABRIC HIGH FLOW LOW FLOW 1 SILT FENCE DETAIL SILT FENCE DETAIL pU�cAE to scAE III f;ibt%CI M G. INLET PROTECTION DROP OL'1 `UI M 11p wlFlsrw 1 ..rw_ , w pb�l ► L � J SIB ► � ....�A•NDv»RP..RAS2�.w . '•T+Ir .... IT 1. .. APN P�o�n_+ea lrPN INSTRUCTIONS TO OPERATOR: DPEMTOR SH— A0INFLY MNMNN NS EROSION LYNTROI. WAN AND T stow WATER PMWTION .—TON — (SWPPP). 1 S.WPP W OR N M INE WNSTRUMION � TM(x01 6 STO RD D1RWy EE sOlxxAS BEEN D EEDE — DI N IMY BIDO BE PRACm W TIES[ AIMS D SOLID FIIL WIIN A xKJLLIGHiFR MOSE AREAS WHERE RxN51R r" HE (%MILS rt+0 CPNTRD FOR USE OiFAAIgR SW1i PULE SEE LOPfSmFOR NM PIAxr- . DUR P1AN. AM 6ESN T0USE A oRTWoml CITY OFFORTWORTH -AS I REVISO: 03i1-2D15 �R1 2^X4^ WIRE WEIR CURB INLET PROTECTION 01 57 13-0430 COY PRDUECi NO 104901 FID: D0114-020N]1-104901-EO]605 x-2]AB] W-3014 MAPSCO NO 513-C Knm. Wn.l.b0(4WV C:1111x•Fu.e.AwMAA MN(DWAMN WD I' iO CUT WIN 'x' N CENTER AT BAD( OF C1N► kI S" SOIL OY SNIxOI ROAD S .3, WLST A AM9 V0 O W'Dr MIL V V` ]52fe fEKC11WaaN NO 2: EI'AIAFB CUT WIN 'x' IN 004TTR AT LWK OF CU" +OHM w THE PCCR Of IImU.vJ AIDOS AT A m ADGE AWD EUY I'll N O —Il�i�ox Ili iSWM CONSTRUCTION DETAILS Madero Phase 10 CITY OF FORT WORTH DENTON COUNTY, TEXAS A �.,wW MWsD D4D TvrrwuTo DallaO.s. Tans T5105 ERN-F-I]E6 tMA FFnILn o Nnw-anz DATE: UULY 2014 DESIGN: DMZ DRAWN: 0MT • TxDTR SCNL HORZ: NIS vERr: NTS SHEET 151 OF 151 SHEETS Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY 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 pond/basin 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 MAINTENANCE/INSPECTION Visual inspections of all components will be conducted every 6 months. A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. 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. STORMWATER FACILITY MAINTENANCE AGREEMENT O Rev. 11/19/2020 JLE Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION j Condition of Pond Amount of silt in pond Amount of silt in flume ' Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and l Condition Condition of Rip -Rap Condition of filtration system DATE REPAIRS REPAIRS NOTES REQUIRED MADE STORMWATER FACILITY MAINTENANCE AGREEMENT 12 Rev. 03/01/2022 BN Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT 13 Rev. 03/01/2022 BN