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Home My WebLink AboutContract 63678Date Received: 7/18/2025 Time Received: 12 : 52 p.m. Permit No.: SWFMA-24-0079 City Secretary No.: 63678 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day 17th of July , 2025, by and between GBTM Sendera, LLC, a Delaware limited liability company, acting by and through Aaron Guthrie, its duly Authorized Signer, 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 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: 1. 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 ensure the 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN replacement to 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, fail 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 100-year 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 cJ Rev. 03/01/2022 BN Executed this 17th day of July CITY OF FORT WORTH Jesica McEachern Assistant City Manager City of Fort Worth Date: 07/17/2025 Approved as to Form and Legality: M, 1Cm;fv And,& 'ki 11 M. Kevin Anders, II (Jul 15, 2025 09:13 CDT) M. Kevin Anders, II Assistant City Attorney City Attorney's Office Date: 07/15/2025 as ATTEST: 9Fanrcna Pot d 4o � d IS. 09�0 P� ao a daQp nEXAso'a� Jannette S. Goodall City Secretary Date: 07/18/2025 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 2025. LANDOWNER GBTM Sendera, LLC a Delaware limited liability company By: GRBK Edgewood LLC, a Texas limited liability company its Development Manager A By: Aaron Guthrie Its: Authorized Signer Date: ASSOCIATION Madero Residential Community, Inc. a Texas non-profit corporation By: Bobby Samuel Its: Vice President Date: 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. Kandice Merrick Planning Manager Date: 07/15/2025 0 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth_ oPa KATHLtar PublicBRADFRD b Notary Public pbj * STATE OF TEXAS Notary LD. 12197197 'F oc My Comm. Exp: Apr. 12, 2027 LANDOWNER STATE OF rQ� COUNTY OF Notary Public, State of Texas 2 2 BEFORE ME, the undersigned authority, a Notary Public in and for the State of , on this day personally appeared Aaron Guthrie, Authorized Signer of GBTM Sendera, LLC, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of GBTM Sendera, LLC, a Delaware limited liabilitv comvanv. and in the capacity therein stated. Q GIVEN UNDER MY HAND AND SEAL OF OFFICE this / 1 day of Ju r`e-, aagv °�a KRISTY LYN CHANDLER dotaPublic, State of r _ Notary ID #129770238 My Commission Expires April 1, 2026 STORMWATER FACILITY MAINTENANCE AGREEMENT % Rev. 03/01/2022 BN ASSOCIATION STATE OF PIS COUNTY OF Ofi Ili Y\ This instrument was acknowledged before me on JU,i L, iC,(/�w by, Bobby Samuel, Vice President, acting on behalf of the Mader esidential Community, Inc. )A — Notary ublic, State of o�WV, Y'Le KRISTY LYN CHANDLER x Notary ID #17.9770238 N V' My Commission Expires +�OF April 1, 2026 STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev. 03/01/2022 BN EXHIBIT "A" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" 1.782-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 1.782 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 WITHIN SAID GBTM SENDERA LLC TRACT, FROM WHICH A 1/2-INCH IRON ROD FOUND FOR THE SOUTHWEST CORNER OF LOT 16B, SONGBIRD ADDITION, AN ADDITION TO THE CITY OF FORT WORTH, TEXAS, BY PLAT RECORDED IN CABINET H, PAGE 983, PLAT RECORDS, DENTON COUNTY, TEXAS BEARS NORTH 85°17'52" EAST, 905.39 FEET; THENCE SOUTH 00°27'35" EAST, OVER AND ACROSS SAID GBTM TRACT, A DISTANCE OF 1596.94 FEET TO THE NORTH LINE OF A TRACT OF LAND DESCRIBED TO SWG PIPELINE LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. 2018-138132 OF SAID REAL PROPERTY RECORDS; THENCE SOUTH 89°37'21" WEST, WITH SAID NORTH LINE, A DISTANCE OF 53.27 FEET; THENCE DEPARTING SAID NORTH LINE, OVER AND ACROSS SAID GBTM SENDERA TRACT, THE FOLLOWING COURSES AND DISTANCES: NORTH 00°27'04" WEST, A DISTANCE OF 895.44 FEET; NORTH 01°28'05" EAST, A DISTANCE OF 225.57 FEET; NORTH 01°26'37" EAST, A DISTANCE OF 393.52 FEET; SOUTH 89°32'24" WEST, A DISTANCE OF 62.53 FEET; NORTH 00°27'36" WEST, A DISTANCE OF 15.00 FEET; NORTH 89°32'24" EAST, A DISTANCE OF 63.03 FEET; NORTH 01°26'37" EAST, A DISTANCE OF 67.33 FEET FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF SENDERA RANCH BOULEVARD (A 110-FOOT WIDE RIGHT-OF-WAY) AND MADERO, AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE NO. 2024-185 OF SAID PLAT RECORDS BEARS NORTH 45°54'34" WEST, A DISTANCE OF 77.56 FEET; NORTH 88°47'19" EAST, A DISTANCE OF 29.74 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 1.782 ACRES (77,612 SQ. FEET) OF LAND. Aaron C. �3a , kP.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7t" Street, Suite 300 Fort Worth, Texas 76107 i 682-747-0800 TBPELS Firm No. 10194382 Page 1 of 2 August 6, 2024 SURVEY WILLIAM GAFCTESo 332 ABSTRA CTMGT ALPHA RANCH, LLC C.C.# 2012-85300 R.P.R.D.C.T. 5/8"CIRF N45°54'34"W "LJA SURVEYING" 77.56' APPROXIMATE SURVEY LINE -�l L8 N85'172"E '5905.39' �� L6 POINT OF J L4 BEGINNING LO 0 0 Ld N U W 000 N Q � *hd U U M SURVEY MATTI" RACTO No. 1 AB C� -1.782 ACRES a (77,612 SQ. FT.) ui rn 0 Iz- a 0 i� N 0 0 z l GBTM SENDERA LLC C.C.# 2020-132253 R.P.R.D.C.T. 0 a w SWG PIPELINE LLC CC#2018-138132 R.P.R.D.C.T. t= � 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 THE RESULT OF THE APPLICATION OF A SURFACE ADJUSTMENT FACTOR OF 1.00015063. DATE: 08/06/2024 EXHIBIT "All o 2 PAGE DRWN BY: S.A.T. 1.782-ACRE STORM WATER FACILITY i CHKD BY: A.C.B. MAINTENANCE AGREEMENT OF 2 SITUATED IN THE i PROJ NO. 0112 MATTHEW ASHTON SURVEY, ABSTRACT NO.1 CITY OF FORT WORTH, DENTON COUNTY, TEXAS LOT 16B SONGBIRD ADDITION CAB. H, PG. 983 P.R.D.C.T. 1 /2"IRON ROD LINE BEARING DISTANCE L1 S89°37'21 "W 53.27' L2 N01°28'05"E 225.57' L3 N01°26'37"E 393.52' L4 S89°32'24"W 62.53' L5 N00°27'36"W 15.00' L6 N89°32'24"E 63.03' L7 N01°26'37"E 67.33' L8 N88°47' 19"E 29.74' 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 250 I I�"H = >J0F I LJA Surveying, Inc. 3017 West 7th 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 • GRADING PLAN • STORM DRAIN DETAILS • EROSION CONTROL PLAN SENDERA RANCH BLVD CONSTRUCTION PLAN SHEETS: • EROSION CONTROL PLAN • DRAINAGE AREA MAP • STORM DRAIN PLAN & PROFILES • SWALE PLAN & PROFILES • GRADING PLAN • STORM DRAIN DETAILS • EROSION CONTROL PLAN II W�WIWILLILLIii STORM WATER FACILITY - MAINTENANCE - AGREEMENT W aIll^1 REFERENCE 9ENDEPARANCIAB G T�j - CONSTRUCTION PLANS it FOR FULL EASEMENT - u LENGTH ,�� r �°� E" N- -- --- IIW AGREEMENT I� / III I I W W W T� 1 _ _ _ _—_----- FOR__ III FUTURE ii MADERD \ SWALE 2 1 II INLET V!� SEE SHEETS JO-]1 � - - -- - NNN 1 III SECTION AND + ---- F---Z III CALCULATIONS 1 y R]ItN III PUB-1-CULATIONS 1 'I y SENDERA NqQ�i SD4- 1mIT,;�r1, SHEET ]4 FOR SECTION --I LNJ1D ]00 \ �h ll1y�\II rAND11 CALCULATIONS 1IIIIITTIIIIII �1IIIII TIIIIII �I III'(��IIIIII IIII_T1II' _TILL' --------------- I 1 I 11 Tft J�L J�L J� IF �E 1 III-rt \ SEE SHEETS 69-]0 W 1 PROP FOR SECTION AND 1 INLET CALCULATIONS -SWFMAP2-0� _ - -- __ __ - � r �IrjRE A 27 RC i STORM WryTER � ��NED \ III j PHASE it 'X4' B MAINTENANCE MADERD IjU AW t 24 C 4 SENDERA R H D \� -] M1� ,_- A - L PRO RED D C N. I10\ DJANGO DRIVE- \ T LIT A A INFERIMO CONDITIONS III 9� 69 A 6 III III IIII III IIII G 4 RCP < 100 YEAR WATER III I TIT IT ry SURFACE it yl i g WA W W IT,'Y}11MBS JI IJ_LLIb/A'\2`�O" RC- 3 vI II ELEVATION = B15.3� TOMBSTONE TRAIL _ 5' x 5'_ -� TI OTILSTIE.NT!,.LAT!_N_�E� ! III A' A A NRLEI AFL SLM. E^I I B �T [�,\IIII IIII 4 •' R P J ro DROP 4 FACILITY _ Q I T INLET AGREEMENT - FUTURE .�i A A Al �L MADERD ,Sq� {II JP }2 y55 A - A __ A-- - -- -9A -- -i-- A--�I -T STC(�T 151W MA pi 40 9 / AMAPOLA DRIVE I SD3 MADERD Y� 1-TOM T �� PHASE 5 UI II CPN 104856 PRIVATE SWALE 5 I I SPHASE D3 M 4 RO SEE SHEEP JS I �r SD: MADERD Fl1TURE I 4 FOR SECTION AND BLVD CALCULATIONS CPN 10 JDO 56� ELEMENTARY - \ 51 i MADERD M�CPN104B56 PHASE 5 SCHOOL SITE L \ Illp PHASE 7 X--27910 I \ I \ / MADE a' x 4' l DROP B INLET \ W \ T J IIII I \ MADE 0 PHi Ea 16 EXISTING OS9 INLEr� SENDERA RANCH BLVD- CPH103J00- �'� \\ I SENDERA R� BLVD II CPN 10 \ \ \ IIW . EXISTING OS10 INLET \ \ \ \ \\ SENDERA RANCH BID-- CPN 103700_ EXISTING OS13 INLET SENDERA RANCH BLVD- cPN. lomoo_ IXISTING ANC INLET SEND SENDERA RANCH BLVD III GEN. 1D3J00 �- IY1 CPN. 10 J / 'ly� 411 1 II Ili / II SENDERA RANCH BLVD GEN. ID37DO WWWC 1 F� E �-1 & MADERD WnT SWALE 3 SEE SHEEFS J1-J3 - - _ FOR SECTION AND STOP. WATER CALCULATIONS - -- �L FACILITY�L` MAINTENANCE /�I 77 I� \ \\AGREEMENT ------------- 20 STREET I W WII I II I I I II I II I AVENUE DROP 6 II INLET II I BA I 4'%3 RCB UTURE 4'X3' RCB AGERD- - - - - - - ARE 11 STORM ER FACILITY MAINITENANCE AGREEMENTLJSU 4' X 4' DROP INLET 3A R DRIVE SDI PHASE 4 CPN 1040B9 POND DD YE W,EL 80460 II II IIII-- CITY PROJECT NO 104s01 Flo- 30114-0200431-104901—EO7685 %-2J99J W-3014 MAPSCO NO. 5B—C Call Detorc yoH aura. 3ENCHMARKS. ;ENCHMARK NO 1. pUARE CUT WITH Y IN CENTER AT BACK OF CURB DN SOUTH SIDE OF SAIJNDA ROAD 2 45' WEST OF MAINSTAY WAY CENTERLINE ELEV 7526E ;ENCHMARK NO 2. pUARE CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT OVERALL STORM DRAINAGE MAP Madero Phase 10 CITY OF FORT WORTH uw DENTONN COUNTY, TEXAS 6060 I�Ercpres � PM1one 468 fi21 DOe466 Delles, Texas 16266 FRN-F-1366 WA PROJECT ID NT34D-D112 DATE' JURY 2024 O 1 0f F}S* DESIGN' LOCK �G$V DLEIR RAWN " S OANIEL J. BETFEN SCALE 6w Hoaz 1" - ROD' SS�/�ax/�4KE VERT. N/A' SHEET o77bVx 4 41 OF 154 SHEETS EXISIING<ONDITON60MINAGEAREA UMMARY NOTES DESIGN CRITERIA PMI U U NW 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILDIES SHOWN 1. RATIONAL METHOD OF DESIGN. ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. NEITHER THE OWNER, DEVELOPER NOR ENGINEER 2. DESIGN FREQUENCY NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST N 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: ASSUMES ANY RESPONSIBILITY FOR UTIUTES PRIOR TO CONSTRUCTION. (A) CLOSED SYSTEM - 5 YEAR THE CONTRACTOR SHALL BE REQUIRED TO TAKE MY PRECAUTIONARY ASSUMES CLOSED SYSTEM - 100 YEAR FORT WORTH WATER DEPARTMENT 1-817-392-4477 MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER (C) OPEN CHANNEL - 100 YEAR R.T O ATMOS GAS 1-800-545-6005 UNDERGROUND UTILRIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. = 0.013 FOR REINFORCED CONCRETE PIPE N 1XU ELECTRIC DELIVERY 1-800-711-9112 = 0.015 FOR REINFORCED CONCRETE BOX O CHARTER COMMUNICATIONS 1-617-509-6272 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF n = 0.019 FOR STREET /GUTTERS 7 ALL EXISTING UTIUMES PRIOR TO CONSTRUCTION. RAINFALL INTENSITY FROM CITY OF I I FORT WORTH TRPNSPORTATION/PUBLIC WORKS 7-817-392-1234 � FORT WORTH STORM DRAIN MANUAL Z FOR OTHER FACILITIES WWW.TE%ASBI I.ORG OR 1-800-545-6005 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. RUNOFF COEFFICIENTS o '....... 4. SEE APPROVED STUDY FSR-2020-061 FOR COMPLETE RESIDENTIAL "A-5C=0.67 Im.=7.98 DOWNSTREAM lSSEEMSESMENT. EXISTING CONDRIONS.... C=0.30 ttoxu 0 300 600 O m xbw. iw[wvm,maxw, oanenwa Rr= i W Ln a- b LEGEND W y FYI �� vaf A I n NI ( DRAINAGE DIVIDE a lv(n' C,/V I a J uv �a J uxrnvr 1 n JM� M J�NM H JL �1•/� L PROPOSED STORM DRAIN SYSTEM e I mt l; n ux m u n vvvddd /1 J®J1 6 U o `L EXISTING STORM DRAIN SYSTEM O 0$7 DRAINAGE AREA OESIGNAPON w O DRAINAGE AREA ACREAGE Q 1 \1 � \ � � C —)• SURFACE FLOW ARROW RANC VUULwEDVAR CITY PROJECT NO. 104901 " Vl� RD: 30114-0200431-104901-E076B5 FUTURE MADERO \ e W-30147 ' BOUNDAPHASE 1NE 1 MAPSCO NO. 5B-C V �I 81 > Dsi 99 T Q r t' 8A5 U � KUowwh. is UE!IOW. OS16SENDERAONS CH a� C ao OSS CaIlUefore you Vi�I. 23 CPN 0 z- ]3 6 18.5 ' BENCHMARKS: C 810 9ENCHMARK NO 1: DVARE CUT WITH 'X' IN CENTER AT BACK OF CURB 050 • O J;114 SOUTH SIDE OF OF AIN—Y WAY CENTERUNE.A �� * �ELEVS752.6E r /vl Q OSB 1 PRIVATE SWLE 2 ENCHMPFEK NO 2: J SENDEI A RANCH , MADERO PHASE 10 12].1 DVARE CUT WITH 'X' IN CENTER AT BACK OF CURB BOULEVARD BOUNDARY UNE ORiH OF THE PCCR OF SERRANO RIDGE AT YYY - m >✓ .6 CPN. 1037M ' ` 1 OPPER THE ROAD. ELEV 755.5E X_27356 HORBESHOE POST ua�� ` 1 II II ROAD SW16 OS17 J I II II MADQtO PHASE _ lull II II _ CPN. 104386 0.� s0515 ��/ 054 ` II II 1.63 73.06 g20 II II 1 II APPROXIMATE REFER LOCATION TRIBUTARY DATE REVISION BY OSt6 2.50 ' 0z5 CENTERLINE HCh1-US,REFER TRITO EXHIBIT OS3 \ AID INTERIM_HYDRAUUC_WORKMAP_FP IN EXISTING DRAINAGE 49.56 APPROVED DRAINAGE STUDY FOR ULTIMATE 4.06 �n0 � \ — — - _ FLOODPWN UNE AND CROSS SECTION AREA MAP 0 QA OS11 Z� _ c L-1�s1-H y I e 1 S DE � B 3.98 - � p519 Madero TH 9 e o M20 0.81 �Yl adero 0.33 € 0512 1 OSg � I_ v ERO H 4 P D Phase 1 0.32 p- . MADERO PRASE 5 Cl o PROJECT _ CITY OF FORT WORTH E- 0 „ 0.37 OS22 O F PHA E MADERO ` ® MAVEN.P � 4 �{a \ I:: OS10 I � 5' DENTON COUNTY, TEXAS .p WA Engin—Ing�Ino. �J� 08 825 RA' \�\ 6060 oOh Central Expressway Phone 469.6210710 g25 I Dallas,Texas 75206 FRN-F-1R66 E� I — I WM340-I0112D 3$� 0- = E- 0 D 0513 J MADER0 PHASE 18 820 DATE: JULY 2024 CITY PROJECT �� LI DESIGN: WAR6 JpT WS ' . ., ?a�'h '� ". DRAWN: XIARIS 's OS14 A E-CO oC _ B MADERO PHASE 3 7 uvnrviE.icosoaE.n.(..yA HORZ:SCA1LE ' = 300' 0.37 x/p 1 CITY PROJECT -CON O b�•..< VERT: N/A MADERO PHASE 6 { I NO 103480 h1R,s, oNi(.s y SHEET CITY PROJECT 'II l NO A oe_ J1047y8 \ ' - l/ OF 1`5T4LSHEETS I INTER M CONDITION:' DRAIEHGEAEA C CUL TIONS LEGEND DESIGN CRITERIA NOTES: ME041M6 THE 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES IRI nceEs cosF cn Tc " o+ ry o5 O+w pEs iDEseRP �� ORNNAGE DIVIDE 1. RATIONAL METHOD OF DESIGN. ExsLHMs McTM 11.5 .6.a0 MMrvnO Morin arA SHOWN ON THE DRAWINGS WERE OEITHER FROM AVNUBLE was laenlrWr Fbde Men86ar (Ua) (cb) E%AOIoN) THE OWNER I} �L PROPOSED STORM DRAIN SYSTEM 2 (AI CLOSEDGN DUSYSTEM - 5 YEAR ENCY �EECV£O a0 ER NOR ENGINEERS AND ME %IAS ASSUMES ANY RESPONSIBILITY FOR ' '^` �g� pAir I' ,5p ,y t •"' ,5 i ) < P L3- °NIO (BJ CLOSED SYSTEM - 100 YEAR UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SBO a3 !�0_a0 962 m -10 w 1°Tller ar ^ifs9° Ta Laz as am Ji tw Al aTs +na EXISTING STORM DRAIN SYSTEM REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO (C) OPEN CHANNEL - 10D YEAR PROTECT ALL TINES SHOWN AND/OR ANY OTHER UNDERGROUND HECJIM9 ;Ay 'rn uA. t1n �sy y:Tz y aro ag i� R s.s SpR Xl DRANAGE AREA DESIGNATION ^ = 0.013 FOR REINFORCED CONCRETE PIPE UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PUNS. mq AAI SS11 rt41 4 S JSz L C Y 8!! = 0.015 FOR REINFORCED CONCRETE BOX ERst MB N°d eremm HA4lka EdeTYgD lvemn0 ��0 p 5App uuJJvv �1Jn1 �a,�l mi 55 1T eeNN F 1.25 DRANAGE AREA ACREAGE n = 0.019 FOR STREET / GUTTERS 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL MelNbr IOn4YMr (cM) IcMI Ms iAa QE+ R� 9"6 34 as del a.9 Y� 191+ �E RAINFALL INTENSITY FROM CITY OF LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. SURFACE ROW ARROW FORT WORTH STORM DRAIN MANUAL 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. J HGI-tb J HC4fe ]61 2JB -tt2 Z �' �'S 1� RUNOFF COEFFICIENTS J Hcate J Hc4te Toe 4ae a2 TI^ a 2❑ INLET DESIGN POINT RESIDENTIAL "A-5'....... C=0.67 IwF7.98 4. SEE APPROVED DRAINAGE S1UM M-22-0191 FOR COMPLETE I �Z a + © EXISTING CONDRIONS.... C=0.30 OOWNSIREAM ASSESMENi. INLET NUMBER p -( -1. 1 - rLn - r. °i �Nl EL 83 a -- 7F ; ',2 I Il I' sIA 44- °_w I. T �45� Il�pw I 6'J°A sa m I a °�� a a Iu°Xilv�vWOm u�I �u sm _ ssx l I 0 200 400 i� IW Ille S�� db V!s � �31 Id "LL I� EXISTING HEC-HMS I ///1 ngCITY PROJECT N0. 104901 sOA IDENTMERS: 53B ` / ED: 30114-0200431-104901-E07685 J_HC4-10 ].51 y %-27997 ]1.52 J_HC4-1b W-J014 4P,�T a e � ' Q STORM WATER • J_HC4-1e MAPSCO NO. 5B-C + A case FACILITY SEE TABLE THIS SHEET T I w+m I I 6`Tf NANCE AGREEMENT 16 oslw m Wr m(F?, f iY I a p PRNATE SHALE 3 3 A aAt ow .w T4 wSHEETS _FOR SECTION A D _-- ------------------ =85'l T _ C B-..OHS -8 I I I w� y B1 10 N<tts IJBIOW. F-1mt�SSl 11 z PRIVATE SWPLE 2 1 Call before you dig. ® ] 4 _ 3ENCHMARKS m 'w O SEE SHEETS 70-71 1 s se FOR ,0 61�_ 13 8121 P8 ' 08° SECTION AND I BENCHMARK NO 1: LCUUTIONS 'X' z4 aw CA(Y- - - w9B 18 Wr8 --BAy ---BT4 -`w \ I SQUARE CUT WITH IN CENTER AT BACK OF CURB sr e\ - hry m m m 811 I DN SOUTH SIDE OF SAJNDA ROAD 3 45' WEST OF III I STORM DRAINAGE / I m___ m__ m _ m - _ _ _ -- MAINSTAY WAY CENTERLINE. ELEV 752.M EXISTING SD4 rcrc _ a��'TI a , $ENDERA RANCH 6 Y EASEMENT --� \ m a _ I I. - _ 20 -- -I F - - _ _�_ __ _ 51 II BOULEVARD II 4 PUBUC SWALE 4 Q / S1B \ 3.30 812 el BENCHMARK NO 2: CPN 103700 >o 832SEE SHEET 74 Q� - - I / T 4,g1 7 ml I SO ARE CUT WITH 'X' IN CENTER AT BACK OF CURB U R 0 FOR SECTION AND _ -- 3.24 . h 1A I / _ s VORTH OF THE POOR OF SERRANO RIDGE AT _ PRIVATE SWAIE 3 FACILITY II \ CALCUUTIR$ PRIMATE $WALE 1 _ .. n - s ,_. I p SEE SHEETS ]1-]3 I COPPER RIDGE ROAD. ELEV ]83.St Z SEE SHEES 69-]0 m}} _ II FOR SECTION AND, MAINTENANCEU� FOR SECTION AND -5825 iI 1 II II AGREEMENT EXISTING HEC-HMS / CSLCUUTIONS. �2a - q� 3 - I / 1pg1 CALCUUTONS 8C� of II II a .ENT S90_°3 f� 51q Iq96 6AB OMED - IY - 1 0.25 J I m 1\ 1 A&lN0RE0 I t $R TABLE SHEET / _ -_-__ _ 7.83 Jf- 11(/ n1111212 451 I 2J 62 821 2d 1 0.15ry SO 5 SRDEM I 1 / Mt° �' STORM wATR gqH�II�I 1 II II I W3e FMIL TY RANCH BOULEVARD I 83p SDSI m ti 10 _ 1 II II CPN. 10}]00 \ AGgEEMENTE -- SENDEM RANCH h 1] \ 1A2 BP2 0.3 BAt__s� 13.08 BA 1 DATE II REVISION II BY ^ m' L corvsmucTEO wln�ioD� OVERALL INTERIM THIS PUN SET r- - ut 2n3 6A1 6A3 " I; - �� sTRMwATER DRAINAGE AREA MAP IBA4 t9A3 2.15 0.45 5A2 2.00 _ 1a-'tl G AFnNTENANCE - 5 - SDl - �gEEMErvT 0.21 II i / 3A2 3A4 I A fiAd A I g �1 NA II 1.98 113 A - A p80 - MI _- IXISIING S03 ----- fl I I 3A1 3A3 5A1 5A3 - - 5.88 - - O -- STRMWATER - STORM WATER'�'�ll0 1� AGILITY pm 1' FAEEME MAIGREEMNGI ENT Phase 10 ' SR BOULEVARCO � IAt 1.98 1.28 1.70 I A 0.8t 3 II At MAINTENANCE 13 AGREEMENT 1 3 CPN. 103700 I 229 11- - - -' _ - - 1B� 11111111 1� 1A5 �I' tAJ tA9 15 RE0A 10.12 APPROXIMATE LOCATION TRIBUTARY _ y CENTERLINE HC4-1-US. 0.45 19A2 I'I L 2.D4 1.J6 - A 1 1 93 _ A 1'� A 0.98 Al ].91 3A REFER TO EXHIBR A10 PRIVATE SWALE 5 823 822 1A11 INTER M_HYDRATUC_WORKMAP_FP SEE SHEET 75 0.3J IA4 - _ 1 fi - - -- tA8 1A10 IN APPROVED DRPNAGE STUDY CITY OF FORT WORTH . FOR SERON AND A IA2 I _/ A -- Al 0.10 - 5A FOR ULTMAAN GROSS SECTION DENTON COUNTY, TEXAS 6 CALCULAT )N$ I III II 1.85 i_ n ,1.60 - +, l/\ 0 5 0518 III 1.56 - _ - _ _ _ _ _ 12 E19A�1NDPoP INLETS - EXISTING SD3 t4 2.84 I I 1844 �'� I if j„( 0.49 PHASE 4 MADRO PHASE 4 0.45 � .--1�JL_LI/A SDi CPN 104089 SD4 MADERO CPN 104089 JI LJAENB,,t,lE -lrw. 6,,' a8 STORM WATER I III EXISTING 18A41NLET _'_�\.1 -', _ I SD3 MADEROI PHASE 4 1=1 EXISTING SDI 'I Swse dOph Cenlal EvyressxaY PAorre 489821 pT10 0 .0 FACILf1Y '- w -CPN 1 atlas Texas 75196 - �� MAINTENANCEx II II 1w / PHASE 5 MADE E 4 0NT I, / - CPN. f04858 � C FERN F-1388 AGREEMENT II �I 505 MAOERO EXISTING SDS MADERO - S> D LIA PROTECT IO PHASE 5 - MADERO PHASE 4 PHASE 4 EXISTING SD2 - NT340-0112 CPrv. 104856 _ CPN 104089 MADERO PHASE 4 E%ISTING SD2 CPN. 104089 - 0.38�SENDERA RANCH - j -TO-BE-CONSTRUCTED 1 I X-27371 CPN 4089 ��yy DATE: JULY 2024 1 1SA5 BOULEVARD - MADERO WFtE °T rfy DESIGN: Lfl(MFM II II CPN. 103700 PHASE 5 NOTE: THE CONTRACTOR SHALL CPN. 104858 CONTACT THE FOLLOWING AT LEAST _� 11 DRAWN:0WZ %-27910 I 4B HOURS PRIOR TO EXCAVATING IN THIS AREA: c EXISTING ISA5 INLET ILO FORT WORTH WATER DEPARTMENT 1-81]-392-14T/ 6WiEL J. BERET SCALE \ `I NOR Z: 1" 200' 18A6 \ AN GAS 1-BOO-545-6005 VERT: N/A MADmo032 c - \ O O O TOO ELECTRIC DELNERY 1-BOO-]II-9112 SHEET PHASES 16 I) ^ CHARTER COMMUNICATIONS 1-817-509-6272 UNDER R10 E%ISTING SDI SENDERA l I� \ FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234 yT�,p n Z 3 CONSTRUCTION p.35 QI RANCH BOULEVARD \ FOR OTHER FACIUTIES WWW.TF%ASBII.ORG OR 1-800-5{5-8003 o9/bt] 4 `F`7 = CPN; 104386 7 d CPN. 103]00 II ^^ OF 154 SHEETS IML-co, oN ,n n a DESIGN CRITERIA NO Es: _��_ 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND LEGEND ;e. 1 1. RATIONAL METHOD OF DESIGN. UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED DRAINAGE DMDE FROM AVPIIABLE RECORDS AND ARE APPROXIMATE. N J T� 2. DESIGN FREQUENCY NEITHER THE OWNER, DEVELOPER NOR ENGINEER L PROPOSED STORM DRAIN SYSTEM L� e! (A) CLOSED SYSTEM - 5 YEAR ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO F716 CONSTRUCTION. THE CONTRACTOR SHALL BE REOVIRED -� EXISTING STORM DRAIN SYSTEM p (B) CLOSED SYSTEM - 100 YEAR TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT d eV w (C) OPEN CHANNEL - 100 YEAR e N -� ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND %1 DRAINAGE AREA DESIGNATION ,b e _ 0.013 FOR REINFORCED CONCRETE PIPE PLANS. NOi OF RECORD OR NOT SHOWN ON THE 1.zy DRAINAGE AREA ACREAGE ' ° n 0.015 FOR REINFORCED CONCRETE BOX PW45. E« F ��.u. n 0.019 FOR STREET / GUTTERS I- / w 2. CONTRACTOR SHALL VERIFY HORIZONTAL ANO VERTICAL n .v .a ° • - - RAINFALL INTENSITY FROM CITY OF LOCATIONS OF AT EXISTING UTIURES PRIOR TO -� SURFACE FLOW ARROW Z ' y~I ^� P1t OQ Z III IL �I YL G� i. I IvA I + -0 fad FORT WORTH STORM DRAIN MANUAL CONSTRUCTION. Z ' �'� QA I, '� {r �� I�j d RUNOFF COEFFICIENTS ❑ INLET DESIGN POINT I c �✓ ' , >� s zv RESIDENTIAL "A 5"....... C-0.67 1w-7.98 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY ,�✓ .y :d EXISTING CONDITIONS.... C-0.30 DISCREPANCIES. Q INLET NUMBER O z« 4. SEE APPROVED DRAINAGE STUDY DS-22-0191 FOR 0 200 400 a1 COMPLETE DOWNSTREAM ASSESMENT. i LU Tl ✓41 NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST > Z + a '� L 48 HOURS PRIOR TO EXCAVATING IN THIS AREA _ `1 \�t`� _ -- f � `� FORT WORTH WATER DEPARTMENT 1 81]-392-44J7 ATMOS GAS 1 800 545 COOS TXU ELECTRIC DELIVERY 1-800-711-9112 ( I \�� 0 7I�7 T � . CHARTER COMMUNICATIONS 1-817-509-627223 \ FORT WORTH TRANSPORTATION/PUBUC WORKS 1-817-392-14 I p u, 1 _ _ FOR OTHER FACIUIIES WWW.TEXA5811.OIRG OR 1 800 S45 BOOS FUTURE STORM nljf\, I a,::fl 01, w3 m zAs _• a BY4 >M �wa 7 , _ ACO PROJECT CT NO. 104901 w , FUTURE UTURE A-0200431-104901-E076B5 L MPDERO FDO ] W-304 -I I fUNRE STORM n UlU P ` _ - -r - MAPSCO N0. 611-0 if �i" T 7 17 STO WA o 0° l - n _ _ I; fACIUF, \y/ / - ] MAINTENANCE J 1_�- PR- SWALEI3 / K, I is UC10W. l - yI T - \ AGREEMEM I r- - -- - "-_-- --- - --`_SEE SHEEfB ]1-]3 STORM WATEf Ioww T. _ ` FAc,,,,. Call before you Thy. - - � � �� \ ��- FOR CALC SECTION �� MAINTENANCE 3ENCHMARKS: L Iµ F. STORM DRAINAGE 0 NTURE 7 1885 ].50 ENCHMMK NO 11: 16A2 ' I OVARE CUT D 'X' IN CENTER AT BACK OF CURB I N SOUTH SIDE OF RUNE. ROAD t 45' WEST 2OF . `R II��I + 14 I 1fiA1 1.81 I INSTAY WAY CENTERLINE. ELEV 752.6E . I EASEMENT \ MADERO I-� \ , - J _ 7A3 OA 1.20 _ _ .. _ - - \ 2O o (PO ENCHMPRU NO 2: SD4 SENDERA -- B3 11 \ 0.30 6A I �I OVARE CUT WITH 'X' IN CENTER AT BACK OF CURB RANCH BOULEVARD _ II __ I e 0.01 l tp 3.40 r.T \ M ORTH OF THE PCCR OF SERRPNO RIDGE AT 22.36 6 OPPER RIDGE ROAD. ELEV 765.5E CAN. 103700 �\ II q�'` / FIURE PON 0,34 �'� 6A' 6 0.]1 1 II II C r \ \ r ,� 034 �, 18A8 L6A 6TOgC ^ � � _ � - FUTURE STORM 0 62 BA2-I F; 7A2 1 220 '-•� J x\\V1 A o MA AGREEMEI4GT o I I 835 _ --1.45 z 0.10 10A AMIGOS AVENUE ID III � ' .-� 6A4 It fiA1 I 130] r` 10A4 18A8 ` - - - - lI 6A5 III 2.21 8 1 II 1.82 1.36 fly 1 PBAND w 11 ` 2A2 ` 6A2 \ SAB -flU I -_ f 1Al2 M INTEMAN TE 0019 ) ,I -- DATE REVISION BY TO BE ,J �I �' OVERALL DRAINAGE o n zA3 I a.9s AREA MAP - 15 .4s HI z'Do w + +'30_ �JY 1 0.4o fiD °u i �ULTIMATE CONDITIONS SDS SENDEItA II 1 28 1 19A2 9J o� I RANCH BOUIEVARO II 3P2 3A4 SA2 5p4 4p2- ` - _ fA13 0 12A2 il ILCPN.�037ffi�II L F i1a�9 .�Yl adero FACILRVE LANE MA rviErvANc gnw` _ - ot8.zAa1 'lIuIIlI Il z1aA10 II L 2.04 1.98 /11. 8 1.\ 19} A 148 p 120 -Ij1lP71rl p1 1SA1.¢w L� MAAGIN RTEEENMAENMCvE AG0R.E5E4ME'�S �13A -STORM WATER IISD3 SVpp11' 12A3 Phase L 0 O/M.AGREEMENTAN. 103700 IAS 9A APPROXME LOCATION 09TRIBUTA CITY OF FORT WORTH GENTEREFERRTO EXHIBLINE IT e J p 1 - IA8 p 1A8 - pl _ _ - � 13AJ 3 3A °� 14 'REINTERIM_ EXHIDRA ITT DENTON COUNTY, TEXAS I - BftAN�)LER DRIV 12A1 At A WORKMAP_FP IN 1 OJ / APPROVED DY F ORULTIMATESTU Z�1 8 - 0.4b I _ oI1156 1�85 - 0.93 tA11 l 5 - FLO 0 UL MA WAEn9lneeNn9. ino. 104089 1 UNE AND C E• - LY- I_ S MPOERO LINE AND CROSS SEGTIO1 fi060 North."al Expressway Phone 46B62+o71D II z __ _ '� =- 1SA2 SE 4 3 W.400 -n pI 1- - 9 0.11 m I i.]5 104089 ❑ Dallas Texas 75206 FRN F10% WA PROJECT ID SD2H BOI- DENA 1A14 MADERO RANCH 11.60 • M PHASE 4 _ _ M340-0112 v$ CPN. 103]00 II- 18AT - - --_. P 5 ¢ ff 0.31 CPN. 104, ---- ----- DATE: JULY 2024 STORM WATER I 0.33 - 1 � 503 MPDERO I %-V371 pF �o FACILITY i ILA PHASE 5 PSD3 M 5 tA17 SD2 MADERO wv Fq DESIGN: I➢tlOFM MAINTENANCE �-. / - - CPX-2]910 a CAN. 104856 II I 0.32 fA18 * + 3g AGREEMENT $1 II III I PHASE 4 -. DRAWN: WCHEZ 0.18 CPN 104089 1 I I dwIEL J. eErtEN SCALE H01. 1' N 200' VENT: SHEET A 48 I� T of-/uT73 4 OF 154 SHEETS iQQ z� CENTERLINE CURVE DATA 0 20 40 80 CV1 DELTA RADIUS LENGTH CHORD C-L C] 4Y38'02° 250.00' 188.OJ' S21'39'28°E 181.78' 08 4Y40'15° 250.00' 188.19' S21'38'20'E 181.91' �W Ij2v IEGIN SWALE ..P ATE L`,;A1 I PUBLIC SWALE 4 TO BE HYQROSEDGED AND MAINTAINED PT SWALE ST. 14+. UN\ 70% ESTABU-"ED m— c 3 4 S^ JI _yr�—yl MESO MAMA LANE gm 54 � 1>3 8?\ NATURAL 1.0' MINIMUM I� FREEBOPRD NKFURAL GROUND + GROUND 1 s ua Y?� 6' TOP SOIL 6' TOP SOIL AND SEEDING REQUIRED. 16• AND SEEDING REOUIRED. (PUBLC SWALE 4) SECTION A -A 51TSEE22.76 PRORI-CFS NTS DP (0.050) - SEE TABLE V (0.035) - SEE TABLE DP Pmvlded - VARIABLE d// \—SFORMDRAINAGE EASEMENT I SrM4 0 River GTolsl , vOEL maw 1,.cn =9.ws 9i*Cmm�el veT n=9.ws my It— Commen,s Vein Shnan 1fy. (�3yT6 xn/w�plan (cNrsroul MMea sulznuul s Mdea e ------- ------ 9 z --- 643 U.s' 1S.>I 22.iti LW� 1 I (N.1 ((ual (Nsl (Nsl �Mt �__I Seak4 , 69 I e9 leg Lt1 2„ R I I I -_. 6 , Swekb 415 95 t39 22.M 1 w3t3 1.i2 I t% t% 231 28, _ PUBLIC SWALE 4 swakq ua as 3a nis m2% m ea 22a 22e I i .B I S-4 413 95 139 2R.M 63291 tit l.ii t% z3, 1 21 1 632 1 S-4 f 5 9 22.ie 932 a0 1W 1.W 91 9f 2A 3a s-4 1 95 t39 22i6 e+zro 1.]1 1.1, 1. t95 230 28a STORM WA RFACILIIYc ----- -------c-14 ----------------- -- 6wak4 A REEMENNTE _ \ - Swek4 REFERENCE SEND RA CONSTRUCT ON PLANS FOR FUcuEASEMENT N W .S. �27— 'I�� "SENDERA fiANCH B ULAR -I-� '_' ~ "` we 4 13.9 oMk1 as 22.ro 1 639.1i 1.71 Ill 1.% % I PUBLIC SWALE 4 3— 9+00 1)-,M ll+00 12+00 13+00 14+00 151M 16+00 17+00 845 840 835 s 4i825 as s i820 41 o 'a9610 LT TOP OF EG0C I 1, m EKI-NG GROUND O PIPE _ 100 YR WSEL � 4:1 — SLOPE. 558 LF O +0. 1% - - TO GR4DE L PROPOSED GRME O SWALE 'l,'- I��,]% :1GBE 22:ifi - '100 (0.035)- SEE TABL 1Ms (0.050) • EGTABLE M PROJECT NO. 104901 MD. 30114-02WC51-104901-E07685 %-27997 W-3014 L4LPS00 NO. W-C NONNI —..Dar9below. Mall mf—you dig. 3ENCHMARKS 3ENCHMARK NO 1: :OIMRE CUT W11H Y IN CENTER AT BACK OF CURB )N SOUTH S1UE OF SWNDA ROAD 3 W WEST OF AMNSTAY WAY CENTERLINE. ELEV 752.6E 3ENCHMARK NO 2: MUARE CUT WITH Y IN CENTER AT BACK OF CURB 4ORTH OF THE PCCR OF SERRANO RIDGE AT ,GPPER RIDGE ROM. EIEV 78S.5C II it 1 84/ _ I I DATE REVISION BY =0 SWALE PLAN & PROFILE PUBLIC SWALE 4 835 Madero Phase 110 am, — CITY OF FORT WORTH 825 DENTON COUNTY, TEXAS uA1=DSIDeerIDg.1n9. 6060 NON6 "I'll Exa 1-11 Phone 4698210i10 W.400 Dall9;Texw i5106 FRN-F-1366 820 LV PROTECT ID NT340-0112 ��yy DATE: JULY 2024 � etE ify DESIGN: LO08FM DRAWN: DM 915 A 6WIEL J. BEREN SCALE 1b544 VER-. � VERT: I. - 4' SHEET P„ 74 810 4 OF 154 SHEETS r Mr�ll ,'1y11 96 k� J� r 90 793 97 81 83 Sm 89 I 91 C'94��I N 82 84 IIW 86 =88 L92� 95 % ODM= 87 GOKEY Y MAPING K�MAP 98 �NTS/J�/ FINISHED t i1D011 RETAINN-C WALL 0..V 1N9m 4:1 Sim r-I'LODR 4.1 mm (MAX) GRADING AT SIDE YARD WALL LEGEND 71.3 SPOT ELEVATION N RETAINING WAIL NOTES: 1. ALL PORTIONS OF PROPOSED RETAINING Wulc 71 3 EXISTING SPOT ELEVATION �_ INCLUDING FOUNDATIONS, FOOTINGS, ETC. SHALL NOT EXTEND INTO THE RIGHT-OF-WAY. FP FINISHED PAD ELEVATION O 2. THE MAINTENANCEOF RETAINING WALLS SHALL BE THE TC TOP OF CURB RESPONSIBILITY OF THE PROPERTY OWNER ON WHICH EP EDGE OF PAVEMEM THE RETAINING WALLA LOCATED. 3. RETAINING WALLS GREATER THAN 15' IN HEIGHT REQUIRE SEPARATE BUILDING PERMITS. RETAINING WALLS GREATER THAN 24" IN HEIGHT REQUIRE PUNS SIGNED AND EG EXISTING GROUND Z FLOW ARROW SEAED BY A LICENSED STATE OF TEXAS STRUCTURAL OR GEOTECHNICAL ENGINEER. s- = EXISTING STORM DRAIN SYSTEM EB EXPOSED BUM 1. TYPICAL PAD SIZES ARE 40' X 75' UNLESS DIMENSIONED VG VALLEY GUTTER W OTHERWISE. 2. FINISH FLOOR ELEVATION (FF) IS ASSUMED TO BE 0.80' T PROPOSED GROUND 0 TOP OF WALL V) ABOVE FINISHED PAD (FP). B PROPOSED GROUND 0 BOTTOM OF WALL = 3. FF ELEVATION SHALL BE A MINIMUM OF 2' ABOVE THE ULTIMATE 100-YEAR FLOODPWN ELEVATION. E PROPOSED GROUND O END OF WALL d 4. MAXIMUM EXPOSED BEAM (EB) SHALL BE 0.7' A$ MEASURED } SEPROPOSED STORM DRAIN SYSTEM FROM FINISH PAD (FP). 5. FINISHED PAD MUST BE 0.3' ABOVE THE HIGHEST POINT ON PROPOSED RETAINING WALL 0 TYPE 'A' LOTS. 1 INDICATES SIDE OF LOT WHERE d' 6. A MAXIMUM DRIVEWAY SLOPE OF 12% IS PERMITTED TO AVOID DROP GARAGES. IF A DROP GARAGE IS REQUIRED. THE ^ DRIVEWAY MUST BE LOCATED w O MAXIUMUM DRIVEWAY SLOPE SHALL BE 10R. PROPOSED ROW Q 7. DROP GARAGES ARE ALLOWED UP TO A MAXIMUM OF 1.0'. 8. ALL DRIVEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF O PROPOSED PROTECTIVE FENCING THE LOT UNLESS OTHERWISE SHOWN. 9. ALL WORK SHALL BE PERFORMED ACCORDING TO GEOTECHNICAL REPORT W230357 DATED MAY 24, 2023 PERFORMED BY ALPHA TESTING. CILY PROJECT NO. 10001 Fp. 30114-0200431-104901-E07685 X-27987 W-3014 MAPSCO NO. SB-C ROW IUtowwhat'sbENOW. 5• TYP Call before youdiiy. 3ENL: ARK NO: SQUARE NO 1: DN SOU CUT D 'X' IN CENTER AT BACK OF CURB JN SOUTH SIOE OF RUNROAD t 45' WEST OF _STAY WAY CENTERLINE.. ELEV 752.2.6E CONTRACTOR TO SLOPE FRONT YARD FROM ROW 3ENCHMARK NO 2: AT 12 THEN UP AT 3:1 TO NNAL PAD ELEVATION SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB AT TYPICAL GRADING CROSS SECTION OMER RIDGE ROAD. OF SERRPNO RIDC ELEV 755.5E NTS I II II II II II �I II I II I II I I DATE REVISION II BY \ / t GRADING PLAN Madero LOT GRADING TYPE A Phase 10 ALL DRAINAGE TO STREET CITY OF FORT WORTH DENTON COUNTY, TEXAS — ggqyyy EJA BdhMwWfM I.o. 1.14 \` 6D50 NorN Central Expessuay Phone 4fiB.621 B]10 8y $u 400 � q �• Gallas, Tazea ]5206 FRN-F-1385 \\70 WA PROJECT ID DATE: JULY 2024 Fy DESIGN: LOCNfNi LOT GRADING TYPE B tptF• DRAWN: DMZ DRAINAGE BOTH TO STREET & REAR LOT LINE —EL J. BEiiEN SCALE HORZ: 1' 40' scaom4 �b VERM N/A �auL SHEET ems, , 81 OF 154 SHEETS 1--_ 'L- 96 II 90 g3I� 97 U81 83jI R1851I�IL89 91 L7lu gq�� 17��7�i�l�TTI 88 N 82 as Ssll lli E91 9Tl F 8, 1UAI. GRADING KEY MAP 98 HIS D 20 40 80 I/ I r IL%ISTI OHT jLOCATI STORM G"S.NcEIMTv / REFERENCE SENDERA CONSTRUCTION PLANS R FED r NO SAVED OR PROPOSE CAUTION!! 4 SEE PUBLIC SMILE 4 PLAN & PROFILE 17 SHEET 74 FOR SECTION AND CALCULATIONS 53 I \ 50 a A 12, 1 i096 \ �5\ �6 1 D6 S\Pn 45 I II r \ II \ I " \ III I \ II I \ \ Ili I III I TO -BE -CONSTRUCTED 30-IN N54 WE SENDERA RANCH BOULEVARD 103J00 s � %-CPN2J356 it I V I li I I I I STORM DRAINAGE EASEMENT A 11 SA 3 \—�\ 8 2.91 SEA 424 862.98 SIA 445 8$3.13 Ri MATCH LINE SHEET 81 I RRTAINING WALL NOTES 1 ALL PORTIONS OF PROPOSED RETAINING WALLS INCLUDING FOUNDATIONS, FOOTINGS, ETC SHALL NOT EXTEND INTO THE RIGHT-OF-WAY. 2. THE MAINTENANCE OF RETAINING WALLS SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER ON WHICH THE RETAINING WALL IS LOCATED 3 RETAINING WALLS GREATER THAN 15' IN HEIGHT REQUIRE SEPARATE BUILDING PERMITS RETAINING WALLS GREATER THAN 24' IN HEIGHT REQUIRE PLANS SIGNED AND SEALED BY A LICENSED STATE OF TEXAS STRUCTURAL OR GEOTECHNICAL ENGINEER. NOTFC 1. TYPICAL PAD SIZES ARE 40' X JS' UNLESS DIMENSIONED OTHERWISE 2 FINISH FLODR ELEVATION (FF) IS ASSUMED TO BE 0 BO' ABOVE FINISHED PAD (FP) 3 IF ELEVATION SHALL BE A MINIMUM OF 2' ABOVE THE ULTIMATE 100-YEAR FLOODPIAIN ELEVATION 4 MAXIMUM EXPOSED BEAM (ED) SHALL BE 0 J' AS MEASURED FROM FINISH PAD (FP). 5 FINISHED PAD MUST BE 0 3' ABOVE THE HIGHEST POINT ON TYPE 'A' LOTS 6. A MAXIMUM DRIVEWAY SLOPE OF 12% IS PERMITTED TO AVOID DROP GARAGES. IF A DROP GARAGE IS REQUIRED, THE N4%IUMUM DRIVEWAY SLOPE SHALL BE 109., J. DROP GARAGES ARE ALLOWED UP TO A MAXIMUM OF 1 0' 8 ALL DRIVEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF THE LOT UNLESS OTHERWISE SHOWN 9 ALL WORK SHALL BE PERFORMED ACCORDING TO GEOTECHNICAL REPORT W230357 DATED MAY 24, 2023 PERFORMED BY ALPHA TESTING. ROW 5' W PA CONTRACTOR TO SLOPE FRONT YARD FROM ROW AT 1% THEN UP AT 3.1 TO FINAL PAD ELEVATION TYPICAL GRADING CROSS SECTION NIPS MN91ED R FLOOR F2-{ V RE70ING WALL I� 0.7 RNISNFD 4:1 tiooR ...................... _ ROPE 4.1 fMxmtA+9 f 2' f GRADING AT SIDE YARD WALL NTS LEGEND 71.3 SPOT ELEVATION J1 3 EXISTING SPOT ELEVATION FP FINISHED PAD ELEVATION p EP EDGE OF PAVEMENT O 0 EG EXISTING GROUND FLOW ARROW Z EXPOSED BEAM O T PROPOSED GROUND 0 TOP OF WALL W N B PROPOSED GROUND 0 BOTTOM OF WALL Q E PROPOSED GROUND O END OF WALL CL PROPOSED STORM DRAIN SYSTEM PROPOSED RETAINING WALL INDICATES SIDE OF LOT WHERE PROPOSED ROW Q O PROPOSED PROTECNVE FENCING � CITY PROTECT IN. 104901 no' W114-0200431-104901-ED7685 X-2J997 W-3014 MAPSCO NO. SEI K,1owwH,rsbelow GallOefoie yo�� Niy. BENCHMARKS: BENCHMARK NO 1: SQUARE CUT WRH 'X' IN CENTER AT BACK OF CURB GN SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF AAINSTAY WAY CENTERLINE. ELEV 752.5E 3ENCHMARK NO 2: EDUME CUT WITH 'X' IN CENTER AT BACK OF CURB U) OF THE PCCR OF SERRANO RIDGE AT TOPPER RIDGE ROAD. ELEV 765 5E 1 I 1 I I 1 I I I GATE REVISION BY GRADING PLAN Madero ]Phase 1® CITY OF FORT WORTH DENTON COUNTY, TEXAS " pv"'tFTr'a "' (A 6060 N- C.-II Ex,—W Ph 4596210710 SUIN 400 Dallas, Texas 711. FRN-FP386 - --- - - ptt DF F s DESIGN LOCKLERR to DRAWN SCALE"' _— ................J.• �W VERT: 1 N/A SHEET o 2 4 96 OF 154 SHE AGREEMENT sTDnAWATER FacluTv E REFERENCE CE SEND RA A ARCH BLVO II \\ COLPLANS ORFULLEASE MENT ENGTH N II --- - \\ 832 I \\ \\ ROCK CHECK 833 \ I 1 AINAGE FACILTry / RADING LIMITS & UMITS 0 50 100 200 0 II I I OH EA6EMENT OF THIS CONTRACT — BT4 INSTALL SEDIMENT ///�G / ROCK CHECK DPM INSTALL SEDIMENT BARRIER PRIOR TO / BARRIER AFTER FINAL LAND DISTURBANCE _ l L y GRADING AND OR II AFTER PAVEMENT ___ -- ------ -____ CONSTRUCTOR \may II, 1 �____��_ I A - � �—>• � 1 •II II / I Imo] 1 1 2 3 5 j8 I 4 s 6 ] 9 +10 17 12 15 18 1] 8 19 20 21 1 I -DjAN1G0 DRIVE / — DJA — — — — swF II _ __ —�_ — I II / I/ 'f7 iTOWNIE Eo II 8 1 47 pa 39 C 3] � \ 34 3�3 \ 1 30 �8 2] 28I 25 y 23 I ay �9 28% 27 28 t25 24 yb� 22 �21 20 1 B 1 r 'dTa 1 W`iF 1 1 1II1-�+1111111 2/ ' J/ e�11x1 TENTATIVE 0CE LOCATION 2 89 —_ \ K'1 I / �� ( ,(]_ ^ (n (SEE NOTE I8) w \ (1II�' /`�'/ �J LEI 1 II 10 S 3 \ JI (I I / / / W --1- ,1 III «l 4 ,5 6 7 j9 10 11 2 +13 14 5 16 y7 18 9 20y �21 1 j2 3 4 5 j6 ] 9 �0 11 F 12 4 13 �14 1 W 28 8-1- ~ W �� "�• _-- I�11 �'ST D ' ?�H r �. A � — TDM�STONE TRAIL — '_-/ /� J_:7 � -- Z I II h� /1 Ft.' rI //_J 42 {41403938� ] 38 35 34 32 /31 30 ]26 I �5 24w 0 �29 28 2] 6 �2� 123 2 �21 20 19 1p }I] 18 II Illly I\ J 1 / 1 I H TENTATIVE WASTE AND II 55 24 1 2 (18 INSTALL IN. Q ,� ( ] —1I MATERIALS STORAGE t PROTECTION 9b I LOCATION (SEE NOTE /13) I i � / �) � I II I J \ iii WASHDO� IN ARE r ] 8 9 10 1/y/III 12 13��S 1] 8 19 0 21 2 23 1 \1{'\2 3 4 5L I, 12 13 c,aD III 22 = I>— _1— • K 00" 1 1Dr4 21 � RNYAR ClJ �6 / I \ BA NYL4R BOUE"RD rt► !o. /IIII1 IIIIIIII IIIIII ss �, oQI , _19 �1 1] 74. Z422 �1 20 1] i6 18 17 1 I329 8 27 - 15c CURIE% TO BE . INSTALLED W INLET PROTERO PNASEI 5 1 TO BE INIIII II:7 /f III' --------------- N4IE5. _ : : • e ` e I I--------------- P I T� I •` ^• 1. THE DEVELOPER SHALL PERFORM WEEKLY SWPPP INSPECTIONS SHA T ` SEDIMENT BARRIER CONDUCT A RAIN EVENT INSPECTION IF THE CITY OF FORT WORTH LL _ TO BE INSTALLED REQUIRES IT. PD WITH MERO PHASE 5 2. PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMENT STAGING AREA AND EQUIPMENT IAYDOWN AREA. At NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: 3. PRIMARY OPERATOR IS RESPONSIBLE TO SUBMIT THE NOI. UPKEEP AND Uc /j MAINTAIN THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND • FORT WORTH WATER DEPARTMENT 1-817-871 -8296 FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL (TCEQ 08 • ATMOS GAS 1-886-332-8687 TXR150000) • TXU ELECTRIC DEUVERY 1-800-242 CH R COMMUNICATIONS 1-81]-509--9113272 '" • 4. PRIMARY OPERATOR SHALL IMMEDIATELY HYDROMULCH ALL DISTURBED a f • ARIE6 • FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-917-392-81 GO YEAR FLOOGPIAIN. AREAS AT THE COMPLETION OF ALL GRADING ACTNITIES WITHIN THE 100 \ FOR OTHER FACILITIES WWW.TEXAS811.OR0 OR 1-800-545-6005 5. IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SNE, n$ ROCK CHECK DAM f: , THE CONTRACTOR RESPONSIBLE FOR MAINTAINING EROSION CONTROL SHALL PROVIDE STREET CLEANING ON PUBLIC STREET$ ON A DAILY BASIS. EARTH 1 MATERIAL IS NOT PERMITTED TO ACCUMULATE ON ANY PUBLIC STREETS. So e \ USE OF WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED. �5 TOTAL DISTURBED: 6. CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER. 1 20.6 ACRES 7. ALL PARKIAND, RIGHT OF WAY (ROW) CORNER CUPS. AND TRAFFIC DMDERS WILL BE MAINTAINED AND MOWED BY THE CONTRACTOR FOR HIGH FE GRASS AND WEEDS EVERY 14 DAYS. S? LEGEND SEDIMENT BARRIER TO BE A----------- INSTAUE➢ PRIOR TO ANY SAND OISTURRANCE OR INRIAL GRADING N (SEE DETAIL SHT 151) SEDIMENT BARRIER TO BE O I INSTALLED AFTER FINAL GRADING AND/OR AFTER O PAVEMENT CONSTRUCTION AND CURB BACKALL ROCK RIPRAP Z GRADING UMITS & UMIES OF CONTRACT THIS INLET PROTECTION W SURFACE FLOW ARROW Q S ROCK CHECK DAM OOm d CONSTRUCTION I ENTRANCE / EXIT TRUCK WASHDOWN AREA .�. . WASTE AND MATERIALS W STORAGE LOCATION i a BASIN PRI' SEDIMENTATION_ BASIN CITY PROJECT NO. 104901 RD: 30114-0200431-104901-E07685 %-27997 W-3014 MAPSOO NO. 5B-C I NNowwh. isbelow. Call before y—fig. BENCHMARKS: 3ENCHMARK NO 1: SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB DN SOUTH SIDE OF SAUNDA ROAD t 45' WEST OF MINSTAY WAY CENTERUNE. ELEV 752.6E 3ENCHMARK NO 2: SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB V RTH OF THE PCCR OF SERRANO RIDGE AT 00PPER RIDGE ROAD. ELEV 755.5E 1 II II 1 II II 1 II II 1 II II 1 II II 1 II II 1 II II 1 II 1 1 DATE II REVISION II BY ISWM CONSTRUCTION PLAN MADEN�-s... rr.•�•r•• Madero ••� • CPX 056 • 279 IIIfT�-1 Phase 10 7. ALL PARKVN4D, RIGHT OF WAY (ROW) CORNER CUPS, AND TRAFFIC DMDERS WILL BE MAINTAINED AND MOWED BY THE CONTRACTOR FOR HIGH GRASS AND WEEDS EVERY 14 DAYS 8. ANY PARKLAND. RIGHT OF WAY (ROW), CORNER CLIPS, AND TRAFFIC DMDERS THAT WERE DISTURBED CITY OF FORT WORTH DURING CONSTRUCTION WILL BE PUT BACK IN THEIR ORIGINAL STATE OF BETTER. DENTON COUNTY, TEXAS 9. IN THE EVENT, GRASS HAS BEEN DISTURBED ON PARKLND, IN THE RIGHT A WAY, CORNER CUPS, OR TRAFFIC DIVIDERS CONTRACTOR WILL RESTORE GRASS. GRASS WILL BE ESTABUSHED AT 100% BY THE CONTRACTOR LJA ER91•eeNR9• IMO. ZA 10. FOR PARKLAND. ROWS/ MEDIAN. CONTRACTOR WILL USE CLEAN TOP SOIL WITH NO ROCKS TO BACK FILL I 6060 North Central Expressway Phone 46F6210710 BEFORE CIYING OF SOD OR HYDRO SEEDING. 511,40E 11 GRADING TO BE INSPECTED BY PARD AGENT 817-392-5700 PRIOR TO SEEDING OR SOD DaIMs,T,,, 75206 FRN-F-IW WA PROJECT ID 12. TICKETS CLEAN SOIL WILL FURNISHED ASAP ON REQUEST THIS IS IN ACCORDANCE WITH M340-0112 SECTION IT R SECTION 33-1 AS IT RECITES TO RESTORATION OF THE ROW. PATE: JULY 2024 13. FINAL LOCATION OF ONSITE WASTE AND MATERLALS STORAGE TO BE DETERMINED IN THE FIELD. OFF s1IFq DESIGN: DMZ F DRAWN: DMZ EROSION CONTROL R MAY ONLY BE WA OR FRONT OF INLETS, IN CHANNELS, DANY DANIEL SCALE T THE IS OR. C N BORROW DITCHES AT THE RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY D E CAUSED THE INCLUDING FLOODING DAMAGE, WHICH MAY DCCUR DUE TO BLOCKED J. 9ErtEN � 1 100 DRAIN O IONOFMEASURES, DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK „pyp4 sEl.H.RI: N 0 VERT: N/A ZONE SHALL TR DREDGED OF MY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. 5 S, L fNo SHEET 01/01 2 4 149 OF 154 SHEETS 1. SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF FORT WORTH EROSION REGULATIONS. 2. RESPONSIBILITY FOR INSTALLATION, ROUTINE INSPECTION AND MAINTENANCE OF EROSION CONTROL SHOULD BE DEFINED AND ASSIGNED TO APPROPRIATE PERSONS) PRIOR TO COMMENCEMENT OF ANY SOIL DISTURBING ACTIVITY. 3. EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GRADING OR LAND DISTURBANCE TAKES PLACE 4. TEMPORARY OR PERMANENT SOIL STABILIZATION MUST BE APPLIED TO ALL DENUDED AREAS WHEN FINAL GRADE 15 REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DISTURBED AREAS LEFT DORMANT FOR 14 DAYS 5. IN THE EVENT THAT MEASURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY CITY INSPECTORS, ADDITIONAL MEASURES OR CHANCES IN THE ORIGINAL PLAIN MAY BE REQUIRED BY THE Cltt OF FORT WORTH. 6. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE SITE FOREMAN DAILY, ANY STRUCTURE OR CONTROL DEVICE WHICH IS DAMAGED OR INOPERATIVE WILL BE REPAIRED OR REPLACED IMM EOATELY 7. SANITARY FACILITIES SHALL BE PROVIDED ON THE SITE AND REGULARLY SERVICED AS RECOMMENDED BY THE SUPPLIER. TRASH & DEBRIS SHALL BE STORED IN COVERED BINS OR ENCLOSURES 6. CONSTRUCTION ENTRANCES/EXFS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT TRACKING OF SOILS ONTO CITY STREETS. 9. REMOVE SILT SEDIMENTS FROM STREETS CURBS CUTTERS FLUMES HANDICAP ACCESS RAMPS CURB INLETS STORM DRAINS AND ANY OTHER PUBLIC DRAINAGE FACILITIES DAILY OR AS ACCUMULATION OCCURS. 10. EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENESS OF THOSE DEVICES BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AND CHANCES MADE IF NECESSARY. 11. SOIL TRACKED ONTO PUBLIC 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 IS PROHIBITED TEMPORARY I.RCW PLYW000 CAP BACNFLL PIPE MIN r-� N.D.T.DO.D. ATEuN ro ) CROSS-SECTION (20c5 FaCN)RwlownY PLAN VIEW CURB INLET PROTECTION SO' MIN (STAGE ONE) FROM LFAywD SITE " NO SCALE RY;AY NOTE: REMOVE WHEN DEPTH REACHES 5 INCHES GR OE O q17 -e ow NENIr cRAom reocK ( I�r+reAln soozj uNR ?/ PROFILE Q ,. CONSTRUCTION ENTRANCE No SCALE SECTION A ROCK CHECK DAM D CROSS-SECTION EARTH CONTAINMENT BERN NO SCALE $ e p STEEL OR POST AT 10•-D C.C.(M« ) _ RE FAaBICC (10 D.AUCE ONE WIRES MIN.N) _GE EDII WIRES £g �� rRCNCTi FBACKFINiouuo COMPACT IGR THOW �~ 14 P" 71e OR 3' MIN Dw o STEEL LBS/FT. MIN. 33 = TYPICAL TEMPORARY FILTER _ G FABRIC WITH WIRE FABRIC o� Eo HIGH FLOW E o SILT FENCE DETAIL ND SCALE SEDIMENT TR4P OUTLET (aEYO OUTLET SECTION A SEDIMENT TRAP BERM 1 -WOOD 2212 (OR BEQUAL) r�6 s(,� F 71/// Naval&CUM uNDNCNE o� I [—FILL Fna c `0Ro I I TYPICAL TEMPORARY FILTER FABRIC WITHOUT WIRE FABRIC LOW FLOW SILT FENSFETAIL INLET PROTECTION -DROP ac 'c�4 HT 1 I ASTwuMx�s� .onw 'io n 0 .�..TD.,,M�oA,HE.�A>nwWW., CONORETE wAs.,OUr sEOTI"�`7; FI I.1 9cllmr•b W COIItR1 W+tluW CwnYm.w mllO✓•W� A�IDI ¢-TwT INSTRUCTIONS TO OPERATOR: OPERATOR 11— STORM WATER POILUTIDN PREVENTION PNPLAN THE ASSDCIATED (SWP p) SWPPP AT OR NEAR RNTHE CONSTRUCT ON C ANCE,(NOQ PROVIDEDI POST 111 NOTICE IN 3 WRITE NAME A "DDATE AT EACH C—I WHERE EROSION CONTROL _CE IS INS C INSTATATI ON AT CONSTRUCTIONNEN MED PMENNTTT STORAGE HOCCATIONS. MATERIAL STORAGE LOCATIDNS�VEHICLE WASHES, AND T 5 WTH A EIGELGHTER, MARK THOSE AREAS WHERE ME—APON HAS BEEN 6 SOLID FILL, WITH A HISHUGHTER, THOSE — WHE E C.N UCTION AS NO A L HE EASED ZST TO ERMANEN HAT RFIACVALµOFP ROSION CON ROLTODEVICES SAND NOTEBREASON FDR REMOVAL IN THE SWPPP. 6 CRO55 OUOF T AND DATET OFAIL. TD THE TCEO. AND A COPYaSRALLN SE PIACED IN THE SWPPP. I NIT " ENINE" IN WR T No WHOSE SEAT APPEARS IN THESE DOCUMENTS OF A, M_ ONC AS RE.CREC BY THE TE.. STATE �DNc OPE AORREID HAORMAKEFESONOPESALO ENPIAN ERF NTUN BEG COMES TOO CROWDED FOR DBEP NNTOUSE A CDPY FOR NE. PNm orr%.rm I GffY OF FORT WORTH, TEXAS i I� 51B]t OSTGTDi5 VAl �iVlllR y-Xe 1AORE WEIR CURB INLET PROTECTION Ot 57 I3-0430 Cltt PROJECT NO 104901 ED 30114-0200431-104901-EO7605 X-2-7 W-3014 MAPSCO NO. 5B-C DgKg 3ENCHMARKS. CallDofo,nyo d,q ;ENCHMARK NO 1. QDARE CUT WITH 'X' IN CENTER AT BACK OF CURB ON SOUTH SIDE OF SALUDA ROAD 2 45' WEST OF BENCHMARK NO 2. SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT ISWM CONSTRUCTION DETAILS Madero Phase 1® CITY OF FORT WORTH w DENTON COUNTY, TEXAS LA ' an eme presWT'ry PhOre G6B 6z S-400 Dallas T—, 752W FRN-F-1366 6INi.,..,_ --- ___• DESICN� Duz DRAWN DIRZ SCALE HORZ 19o5w VERT. N f01w� o SHEET D 151 OF 154 S I N i 0 50 100 200 L—� AR�a EXISTING OVERHEAD ELECTRIC LINES, CONTRACTOR TO VENIEY LOCATION PRIOR TO CONSTRUCTION l CAUTIONH EXISTING GAS PIPELINES. CONTRACTOR TO VERIFY LOCATION k CONTACT GAS PROVIDER PRIOR TO CONSTRUCTION MATCH LIN(E> SEE SHEET 27 GBIY SENULRA LLC FM SENDERn. LLCI / CCizP.R.D. 2253 R.P.R.D.C.T. , /1020-132253 R,P.R.D.C.T. ROCK CHECK DAMS GET. SENDERA LLC WS-WIN— HOLDI NGS. LLC---�-_.-.__ DOC N0. 2007-143782 O.P.R` f.C.T. _ 1 � _ TOTAL DISTURBED: 15.5 ACRES NOTE. ONTRACTOR SHALL CGHFACT THE FOLLOWING AT LEASF THE48 HOURS PRIOR TO EXCAVATING IN THIS AREA: FORT WORTH WATER DEPARTMENT 1-817-392-4477 ATMOS GAS 1-800-545-6005 TXU ELECTRIC DELIVERY 1-800-]11 -9112 CHARTER COMMUNICATIONS 1-817-509-6272 FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-BI ]-392-1234 FOR OTHER FACILITIES WWW.TEXAS8II ORD OR 1-8DO-545-60D5 I PRIMARY OPERATOR TO LOCATE AND MAINTAIN EOUIPMENT STAGING AREA AND EOUIPMENT LAYDOWN AREA 2. PRIMPR'! OPERATOR IS RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND MNNTAN THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REOUIREMENTS FOR EROSION AND SEDIMENT CONTROL (TCEO TXR150000) 3, PRIMARY OPERATOR SHALL IMMEDIATELY HYDROMULCH ALL DISTURBED AREAS AT THE COMPLETION OF ALL GRADING ACTNITES WITHIN THE 100 YEAR FLOODPINN. 4. IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE. THE CONTRACTOR RESPONSIBLE FOR MAINTAINING EROSION CONTROL SHALL PROVIDE STREET CLEANING ON PUBLIC STREETS ON A DAILY &SOS. EARTH MATERIAL IS NOT PERMITTED TO ACCUMULATE ON ANY PUBLIC STREETS. USE OF WASH WATER TO WASH SEDIMENT FROM STREETS I$ PROHIBITED. 5- CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER. 6. ALL PARKLAND, RIGHT OF WAY (ROW) CORNER CUPS. AND TRAFFIC DIVIDERS WILL BE MAINTAINED AND MOWED BY THE CONTRACTOR FOR HIGH GRASS AND WEEDS EVERY 14 DAYS. 7. ANY PARKLAND, RIGHT OF WAY (ROW), CORNER CUPS. AND TRAFFIC DVDERS THAT WERE DISTURBED DURING CONSTRUCTON WILL BE PUT HACK IN THEIR ORIGINAL STATE OF BETTER. 8. IN THE EVENT, GRASS HAS BEEN DISTURBED ON PARKLAND, IN THE RIGHT A WAY, CORNEfl CUPS, OR TRAFFIC DIVIDERS CONTRACTOR WILL RESTORE GRASS. GRASS WILL BE ESTABUSHED AT 100% BY THE CONTRACTOR, 9. FOR PARKLAND, ROWS/ MEDIAN. CONTRACTOR VBLL USE CLEAN TOP SOIL WNH NO ROCKS TO BACK FILL BEFORE LAYING OF SOD OR HYDRO SEEDING. 10. GRADNO TO BE INSPECTED BY PARD AGENT 817-392-5700 PRIOR TO SEEDING OR SOD. 11. DEI.NERY TICKETS OF CLEAN SOIL WILL BE FURNISHED ASAP ON REQUEST THIS IS IN ACCORDANCE WITH SECTION 33-1 AS IT RELATES TO RESTORATION OF THE ROW. 12. FINAL LOCATION OF ONSITE WASTE AND MATERIALS STORAGE TO BE DETERMINED IN THE FIELD. EROSION CONTROL GENERAL NOTE EROSION CONTROL MEASURER MAY ONLY BE PLACED IN FRONT OF INLETS, IN CONTRACT, ORHALL WAYS OR BORROW DITCHES THE RISK OF CONTRACTOR CONTRACTOR SHALL G FLOODING LIABLE FOR ANY DAMAGE MACAUSED U THE MEASURES, INCLUDING FLOODING DAMAGE. WHICH MAY OCCUR DUE TO HA BLOCKED DRAINAGE. AT THE CONCLUSION E ANY PROJECT. ALL CHANNELS, OF NY SEDIMENT AND BORROW DITCHES IN THE WORK 20NE SHALL BE DREDGED OF DRY SEOIMFNT OL MATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. LEGEND SEDIMENT BARRIER (SEE — — — — — — — — — — — DETAIL SHT ) N CURLEX 0 ROCK RIPRAP O GRADING LIMITS & Y LIMITS OF THIS —••——•— M CONTRA[ Z INLET PROTECTION 0 SURFACE ROW ARROW y Z ROCK CHECK DAM aaOD ED O CONSTRUCTION ENTRANCE / EXIT TRUCK WASHDOWN AREA O WASTE AND MATERIALS Q STORAGE LOCATION TEMPORARY SEDIMENTATION ® J BASIN O m S CJ Q Q LU LZ KRRW WNars below. I C11 before YRMMi9. O 3ENCHMARKS W 3ENCHMARK NO 1: 30UARE CUT WITH 'X' IN CENTER AT BACK OF CURB Q 3N SOVTH SIDE OF SALINDA ROAD 3 45' WEST OF AAINSTAY WAY CENTERUNE. ELEV 752.6E 3ENCHMARK NO 2: 30UARE CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF THE POCK OF SERRANO RIDGE AT COPPER RIDGE ROAD. ELEV 765.5C II II II II I DATE REVISION BY ISWM CONSTRUCTION PLAN MADERO SENDERA RANCH BOULEVARD CITY OF FORT WORTH DENTON COUNTY, TEXAS LJA 1 10IIM(FL6 T— 0000 NNIN Central EXgesmry SUI@400 DeIMa, Term IS200 m PIwre 469.0210T10 ERN-F-13Bfi DESIGN: FLARES DIU15N: HOFRIs WA PROJECT NO: NT6DO-0112 DATE OCT 2022 A ♦A �Q T SCALE AJAMIE SHEL_TON 1012: 1' - 200' VERT- N/A Izee ] SH01 NO, KyI�A<S��W to za zazz 26 OF 97 SHEETS EXISTING GAS PIPELINES, CONTRACTOR TO VERIFY LOCATION R CONTACT GAS PROVIDER PRIOR TO . CONSTRUCTION _ y \CTMGYAi.P�1A _8530 LLC f C.C.;12012-65300 \ \l GAS — GAS 1 r OAS �- GAS _ OCK CHECK DAM OCK CHECK DAM III \ _ \ It r 1 GBC#2020-132253 DCT J HECK DAM \l g f SILENCE RRUPS P011vi DR1/EBj1 I I ----------- ESAL / EDO- DRIVE - - -- SV�J I I PI PROTECTION / \ GBTM SENDERA. LLC CC/DODO-132253 S\ / 1 R.PR D.C.T. GB SE ERA LLC j � � OMBS70NE TRIAL' \ r\l WDC CHECF DnNj (TY MATCH LINE SEE SHEET 26 LEGEND SEDIMENT BARRIER (SEE - - - - - - - - - - - (V TOTAL DISTURBED: DETAIL SHT > 15.5 ACRES CURLER 0 ROCK RIPRAR O GRADING LIMITS & a LIMITS OF CT THIS — • • — — • • — M) CONTRACT Z INLET PROTECTION O SURFACE FLOW ARROW Z ROCK CHECK CAN eWD DO O CONSTRUCTION ENTRANCE / EXIT TRUCK WASHDOWN AREA Q WASTE AND MATERIALS Q STORAGE LOCATION TEMPORARY SEDIMENTATION J BASIN Co) fn U L DNI < Eat9 1 Ln KNRwrrnaLsbelow. unTF T er IFecr 3ENCHMARKS Callbefore you dly 48 HOURS PRIORTO IXCAVATINO IN NFTIIIS AREA LJ FORT WORTH WATER DEPARTMENT 1 817 871 8296 BENCHMARK NO 1. 0 ATMOS GAS 1-866-333-8667 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB Q TXV ELECTRIC DELM:Rv 1-800-242-9113 ON S SIDE OF SAUNDA ROAD 3 4V WEST OF CHANTER COMMUNICATIONS 1-817-509-6272 MAINSTAY WAY CENTERLINE. ELEV 752.6E FORT WORTH TRANSPORTATION/PUBLIC WORKS I-817-392-6100 BENCHMARK NO 2: FOR OTHER FACILITIES ~.TEXAS811. ORG OR 1-800-545-BOOS 30 RE CUT WITH 'X' IN CENTER AT BACK OF CURB .NORTH OF THE PCCR OF SERRANO RIDGE AT COPPER RIDGE ROAD. ELEV 785.5C II I 1. PRIMARY' OPERATOR TO LOCATE AND MAINTAIN EQUIPMENT STAGING AREA AND EOUIPMENT LAYDOWN AREA 2. PRIMARY OPERATOR M RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND II MAINTAIN THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL STATE AND FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL. (TCEO TXR150000) 3- PRIMARY OPERATOR SNALL 1MMEDUITELY HYDROMULCH ALL DISTURBED DATE flEWSION BY AREAS AT THE COMPLETION OF ALL GRADING ACTMTIES WITHIN THE 100 YEAR FLOODPINN. 4. IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE, jSWM CONSTRUCTION PLAN THE CONTRACTOR RESPONSIBLE FOR MAINTAINING EROSION CONTROL SHALL PROVIDE STREET CLEANING ON PUBLIC STREETS DN A DAILY BASIS. EARTH MATERIAL IS NOT PERMITTED TO ACCUMULATE ON ANY PUBLIC STREETS. USE OF WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED. 5. CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER. MAD RO 6. ALL PARKLAND, RIGHT OF WAY (ROW) CORNER CLIPS, AND TRAFFIC SEL�I LFERA RANCH NCH OMDERS WILL OD MAINTAINED 14 AND MOWED BY THE CONTRAG]OR FOR HIGH 1J 13111-M rilA JL0.Li1°d l Il GRASS AND WEEDS EVERY 14 DAYS. BOULEVARD 7. ANY PARKLAND. RIGHT OF WAY (ROW), CORNER CUPS, AND TRAFFIC DMDERS THAT WERE DISTURBED WRING CONSTRUCTION WILL BE PUT BACK IN THEIR ORIGINAL STATE OF BETTER. 8. IN ME EVENT, GRASS HAS BEEN DISTURBED ON PARKLAND. IN THE RIGHT CITY OF FORT WORTH A WAY, CORNER CUPS. OR TRAFFIC DIVIDERS CONTRACTOR WILL RESTORE GRASS. GRASS YfiLL BE ESTABLISHED AT 100% BY THE CONTRACTOR, DENTON COUNTY, TEXAS 9. FOR PARKLAND. ROWS/ MEDIAN. CONTRACTOR YRLL USE CLEAN TOP SOIL WITH NO ROCKS TO BACK FILL BEFORE LAYING OF SOD OR HYDRO SEEDING. VA Yi1LMMYFa YID. IA 10. GRADING TO BE INSPECTED BY PARD AGENT 817-392-57M PRIOR TO --Central EXPress Pm ....I 011C SEEDING OR SOD. Suite C00 DMMe.Te 75206 FRN-F_Iw I1. DELM RY TICKETS OF CLEAN SOIL WILL BE FURNISHED ASAP ON REQUEST DESON: BORES L.JA0-01 1 O.: THIS IS IN ACCORDANCE WITH SECTION 33-1 AS IT RELATES TO N PRNT60Ct1ECi LIECT RESTORATION OF THE ROW. DRAWN: HARRB 12. FINAL LOCATION OF ONSITE WASTE AND MATERW STORAGE TO BE DATE: OCT 2022 DETERMINED IN THE FIELD. SCALE 1 EROSION CONTROL GENERAL NOTE: A A EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FROM OF INLETS, O HORZ I' N 200' CHANNELS, SHAH REMAIN OR BORROW DITCHES AT THE RISK OF CONTRACTOR. AJAIAIE SHELTON YERi: N/A CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED THE y. MEASURES, INCLUDING FLOODINGOODING DAMAGE, WHICH MAY OCCUR DUE i0 1T6a �o y N0. BLOCKED DRAINAGE. R OW CONCLUSION E ANY PROJECT, ALL CHANNELS, OFAN Y SEDIMENT AND BORROW DITCHES IN THE WORK DONE SHALL BE DREDGED f�10.vgL cNT' OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT 27 OF EROSON CONTROL MEASURES. la 2e 2022 OF 9] SHEETS EXISTING DRAINAGE AREA SUMMARY BIT pMNAOE ARN I<D� U T. R AMTF m XT O1 B A S6IDIf I�� Irl ImMI IIXmn Idsl nand Mtrl fYIJAd EXISTING CONDITIONS THE OF CONCENTRATION TABLE ILFII�.' ''''77II CATCHMENT SOVM MILE I IACaEsI I TRAMEINNNTE31M AREA SHEET -0- IB TIIAMELTWW ICOIMXETTOES) IC—LTIIM IOIM MUTET.j IMEJ�FBI 0.120 R00 xx 9A I'll 000 I 005 1 19 1 1t5 0 a6J 40.E 05.5' ex4 0.� I 0. 1 4i 1.m tJ. B9 I 0. I o0o xa ,n osa o09] 46821fi 3A.42 B00 I 0.00 I 420 1. ]on m N i 0 300 600 TOTES 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAIIABIE RECORDS AND ARE APPROXIMATE. NEITHER THE OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBILRY FOR UTILITIES PRIOR TO CONSTRUCTKKJ. THE CONTRACTOR SHALL BE REQUIRED IU IAKE MY YHLUAUIIUWWY MWUHLS IU PWIW1 ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND URLDIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. 2. CONTRACTOR SNA-L VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTI4TIE5 PRIOR TO CONSTRUCTION. 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4. SEE APPROVED FISWM DS-21-0187 FOR COMPLETE DOWNSTREAM ASSESMENT. DESIGN CRITERIA 1. RATIONAL METHOD OF DESIGN. 2. DESIGN FREQUENCY (A) CLOSED SYSTEM - 5 YEAR (8) CLOSED SYSTEM - 100 YEAR (C) OPEN CHANNEL - 100 YEAR 0.013 FOR REINFORCED CONCRETE PIPE = 0.015 FOR REINFORCED CONCRETE BOX O = 0.019 FOR STREET / GUTTERS RAINFALL INTENSITY FROM CITY OF (\I1 $� FORT WORTH STORM DRAIN MANUAL RUNOFF COEFFICIENTS ) II EXISTING CONDMON ... C=0.67 Ism=].98 mil(/�(j1`(� EXISTING CONDRIONS.... C=0.30 JI\1 ppg_ LEGEND DRAINAGE MADE 5555 @@ I PROPOSED STORM DRAIN SYSTEM v zb FXISDNG STORM DRdN SYSTEM / x: W5o, A-1 DRAINAGE AREA DESIGNATION v'j A-1 DRAINAGE AREA ACREAGE SURFACE ROW ARROW ell p 0 / CATCHMENT OS3 TIME OF CoNCE/NTRA ON / FLOW PATH 1{ \ 5 \ 1 T I A A T , — / �z PBE ARTO TOE-pF� O 9 1 AT NOTE THE C.—TOR S— CONTACT THE WLLOWIND FA �\\1IIv '✓ 1"�11`,�\l I HOURS PRIOR TO Ill IN THIS AREA; FORT WORTH WATER DEPARTMENT 1-8t7-392-447] I \ ATMoS GAS 1-800-545-6005 N TXU ELECTRIC DELNERY 1 800-711-9112 \ CHARTER COMMUNICATIONS 1-81 ]—SOB-6272 O '1 FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234 FOR OTHER FACRRIES WWW.TEXASBII.ORG OR 1-800-545-60OS p � A a z O CO CO I 0 Cy o m O L Q Cltt PROJECT NO 10300 FID: 30114-020000 4}1_10}]00-EO]685 x-2]}68 Q K-2B84 K MAPSCO No. 05-8 w 9 LZ In wIMW WNarsbelOW. I�.allbefOre Y0Mdi9. O -- 3ENCHMARKS o w 3ENCHMARK NO I: 0 'X' 010620� iQUARE CUT WITH IN CENTER AT BACK OF CURS ``22 3N S— SIDE OF SWNDA ROAD 3 45' WEST OF AAINSTAY WAY CENTERLINE. ELEV 752.6E MNCHMARK NO 2: M RE CUT WITH 'X' IN CENTER AT BOCK OF CURB - - 4 ATIN OF THE PCCR OF SERRANO RIDGE AT TOPPER RIDGE ROAD. ELEV 785.5[ II �I I WTE REVISION BY DRAINAGE AREA MAP EXISTING CONDITIONS MADERO SENDERA RANCH BOULEVARD CITY OF FORT WORTH, TEXAS WATER DEPARTMENT ENGINEERING DIVISION LIA 4 k- LA fi060 NXN Central Eayre PMW46.1.01111 S00e400 Gallas, Tens 75206 FRN-F-133fi / OESON: SM805Cov WA PROTECT NO.: f/ 1 CANYON W r I OIUWN: ROns NT500-0112 CONSTRU OA1E: OR 2022 T SCALE _ ,e1 ' I. eJPMIE �Wf' VERN A SNELTON KRT: N/A II SHIM N0. TO BE 31 N TR C IO ze z022 — OF 97 SHEETS 1 1 I IIIII1 (II I/ I AI DRAINAGE AREA SUMMARY INTERIM CONDITIONS FEW FLOODPWN LIMITS- _-ENTENT 053A TIME PATH / ZONE a <s I cnrvc,NraAnory Row PATH \ N '1. PROPOSED CULVERTS SEE /m> SEET SS FOR $WALE II WATERHSURFACE SECTIONS\ - w)o 1 r 1 ( f 0 300 600 r y• y CULVERT- 1,�IK i AMA TA i mErt D Om A,M InR Ilnn63 4w ,m Lm Lm <N OS IIP G]m uAIFR 16 ), N m m a9 11 x u N N tei 0.3] L R 0 lm <m Lm vm Lx Lx SN SN E. L) L) !a4 SN Lm lm 11 x.] 3 9 ID b K A. O 4m Lm Lm LO SN v4 im m Lm 4 u a_ 199 �i 5 lC O 20 1 ! m E. LA AN Lm O TA 0.40 0.90 0.36 10.0 lm LW LS iN IA9 11 AN 1m A3 9 M 13 1 Oss ab a 09 yjF Lm ]VgyIpp :] 31x I ik x lL.im 5.7a I ]m m 9axOOvIFSo(JIx �Y q9 O m NOTES: ` -- I 6� 9. ili 1 _ INTERIMCONDITK]Nlll� ��jj t�j�NJ�Aj�}H 7,�8LE cr I I ( AREA AREA 9NEETFLOW NKLUW FCW/ CUN(Iil(Tf LI1W CHARNEL FLOW TMEOF - a 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED Y I ( 0111OMIEM EOUMEYB.E L.-) RAVELT LTIME TRAVELTRA OMCENTRATTO THE FROM AVNLMLE RECORDS MO ARE APPROXIMATE. TINT XUTEIIE IyTIM VTEl3E �TIY UTE91 IYIXUTEl1 IMWUTEl1 I IMWUlE91 ME HER THE OWNER. DEVELOPER NOR ENGINEER / % C I I / 1 ( 0S2 OmE b8B 35] tE 69 OOG 00 309 t6.t6 ASSUMES MY REEF NSIBIUTY FOR U1113TIES PRIOR TO 818 J\( CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO / i --. \ OSHA O.Ob 18M 7 B53 Om Om T8. B.B3 TAKE MY PRECAUTIONARY MEASURES TO PROTECT ED UN ES SHOWN MD/OR ANY OTHER UNDERGROUND LL UTILPIES NOT OF RECORD OR NOT SHOWN ON THE 1 1 _ 053 / On aB tsa! 510 Om bL7 xe.T I 1119 () PIANs. - 1 1 5s ao / _s .j oS4A ) 0. afJ I f, _� 2D 2 CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL \ -- I 'f CITY PROJECT NO. 1037M EC LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO - 'I\ %%% CONSTRUCTION. _ } 4C 1 \ FID 3011 {-0200a31-tOJTOU-EOT685 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY �. ZO /'' - 0.40 D • t.- C K-298a K DISCREPANCIES. I`/ �Z - �\ , .] y p / ^J O I MAPSCO N0. OS-B ELI 4. SEE APPROVED FiSWM DS-21-0187 FOR COMPLETE - _ aB I V ,v I/ t DOWNSTREAM ASSESMENT. \ \ ba - = �/ i J - 0 40 - , / / y N e•/m .' W ?1 K„ot.wNHrsbelow. LEGEND T - _ e<_. �sA D.ao )�NMTRA IO r,ME ) C,IIeHro, You nlD. o - -8-. b oa0 CONCENTRATION Row vATH iENCHMARkS: W DRAINAGE DIVIDE ��.o'Y I 3ENCHMARK NO 1: O 9--� PROPOSED STORM DRAIN SY51Q1( / ` AOVARE CUT WITH 'X' IN CENTER AT BACK OF CURB F� EXISTING STORM DRAIN SYSTEM 1 J \ / ��' JN STAYSOUTSIDE N SWNOA ROAD t IS' WEST OF 2. k - - ' OS} = � � 1 I � ANNSTAY WAY CENTERLINE. ' WE 752.8E e DRNWGE AREA DESIGNATION ` \ \ - I I 3ENCHAWtK NO 2: \1 CATCHMENT OS3B TIME OF j�J / >ORTH CUT WITH 'X' IN CENTER AT BACK T CURB A-1 DRAINAGE AREA ACREAGE 1 1 G I CONCENTRATION ROW PATH 1 C f �i JORTH OF THE PCCR OF CENTER RIBAC AT 1/ OSS 3A i TOPPER RIDGE ROAD. ELEV 765.5C -!. SURFACE FLOW ARROW / L I 14.82 6� m W t • _ --0.37 /I I /\ OINLET DESIGN POINT / v \ ZA Q INLET NUMBER / I I. MMMCCCJJJ z 0.45 f3't 1 II _ CATCHMENT OSS TIME OF= \ // __ 28 / - CONACEN/MTION FLOW PATH 0.33 �\ GTCHMENT PAN 8 054n \ \1 DATE REv1510N BY DESIGN CRITERIA � 17` TIME of CONCENTRATION 1 �V ` OVERALL DRAINAGE AREA MAP 1. RATIONAL METHOD OF DESIGN. 2. DESIGN FREQUENCY - - / INTERIM CONDITIONS (A) CLOSED SYSTEM - 5 YEAR (B) CLOSED SYSTEM - 100 YEAR\` 2CI r _�.�/ J _ j� Aj (C) OPEN CHANNEL - 100 YEAR - - - �� /-� - ^> 1VIIADERO G Gt} TWIT REINFORCED corvrRErE PIPEo - e / ;-� 027/ j n 0.015 FOR REINFORCED CONCRETE BOX CATCHMENT 052 TIME OF / 5 n 0.019 FOR STREET / GUTTERS \ CONCEN�RATXkH ROW PANT- � ENIDERA RANCH -T� A s )t- .3 4� .9 RAINFALL INTENSITY FROM Cftt 5 OF \1\ ` 5TA FOR WORTH STORM DRAIN MANUAL \� - -- _..2A 0 STSSS RUNOFF COEFFICIENTS \ 037 T _ - �,J✓ BOULEVARD / RESIDENTIAL DITTO . C-0.67 Iw-7.98 ` - \ _�� r- � 1 ¢ { CITY OF FORT WORTH, TEXAS EXISTING CONDITIONS ., C-0.30-� ( TRANSPORTATION AND s PUBLIC WORKS / I 6, 19 AA yfAR'r 100 YEAR PHASE 1 _ �• p$ 1 STN 59 e 4 1 0 q P FLooDvwN UNITS Y m tit ENGINEERING DIVISION Si s /\A zps7 B26.Ra L - 1A '�A 3 I''.yL LIA OLY�MM'SLGWO. `,A =y / Y �/ ' 0.59 SIKQ N- Central E>preuwaY PINIe 49621.0T10 Sure Aw _= DeileS.T- 75206 `FRN F-13m -c.. 6M ON wA I I DESIGN: SNITOGOOY pw PaaEOr NO- 5TA 16'\9 „ a �_ _TO51RUCTED OPAWN SWTOSCOY NT600-0112 A✓ - -�� _ -- a► n 'ATE** OCT 2021 ,g�OTE: THE CONTRACTOR $HALL CONTACT THE FOLLOWING AT LEAST _ _ - �� J ' T _ - _ ^� �Nt `) Y SCALE 48 HOURS PRIOR TO EXCAVATING IN THIS AREA = - S5 y LAB n FORT WORTH WATER DEPARTMENT 1 81] 871 H296 -`_ _` �� - = ON Er �TMD$ GAS 1-Be6-332-8667 �� - - � JAMIE SHELT VERT N/A 3R TXU ELECTRIC DELIVERY J 800-212 9113 Bp 9 / / '� _ _ �. I /I r - f�SHEET N0, CHARTER COMMUNICATIONS i-H11 509-6212Nr�z . �. Z^ FORT WORTH TRMSPoRTATON/PUBLIC WORKS i-8t7392 Bt00E 2 -- I-l9 2e 2m.JLOTHERFACILAIJES .. .f0 ttRltn...r� h1 / / / St3 BE CONSTRULIE011M JT OF 9) SHEETS N //ram - o. .i'-til NOTES: / 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND JJ UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVNLABLE RECORDS AND ARE APPROXIMATE. NEITHER THE OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTU TES PRIOR TO -.- CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND i UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. / , 4. SEE APPROVED FiSWM DS-21-0187 FOR COMPLETE (� DOWNSTREAM ASSESMENT. �' SEE MAP vI DRTA HAGI // COMPLETE 052 AREA LEGEND DRAINAGE DIVIDE L PROPOSED STORM DRAIN SYSTEM EXISTING STORM DRNN SYSTEM A-1 DR/JWE AREA DESIGNATION A-1 DPAINAGE AREA ACREAGE —� SURFACE FLOW ARROW 2 INLET DESIGN POINT INLET NUMBER gAIN FASMMMAgY-IMiMTLNDI�INS yWIyy q{y —f MI It 'gI ldo I[ IW a sN vm aT Ina fL a IgA az I z.n L vm m � au vm zss MATCH LINE SEE SHEEP 34 (f -A EllSD3 92 II `Y,"zJSTA 832.08- // / \9 832.2Y 4 8 832.52 832.6X85 832.81433 832.96481 29 83324 / I fID uorLlkAlwa xm vm xz sosSWAu� I � D � 2B1 N I OI PUBLIC SWALE 4 I O SEE SHEET LE FOR SECTION AND CALCULALIONS \ F / � Z 43]i #2`5.34 - i / va a '2D 5T 4279 822.65 0.3J 1 STA 4�35 .22117 2D 100 YEAR PHASE 1 FLOOOPWN LIMBS 2E 1 I STA 4 09 82 .]2 I I ® /\ I 1 I 1 UNE PROPOSED RIGHT-OF-WAY I1'11 SENDERA RANCH BOULEVARD L LINE SDI O nto� / //lm B21 . 0 50 100 200 O Z DESIGN CRITERIA o 7 1. RATIONAL METHOD Of DESIGN, \ 2 DESIGN FREQUENCY (A) CLOSED SYSTEM - 5 YEAR (B) CLOSED SYSTEM - 100 YEAR (C) OPEN CHPJlNEI - 100 YEAR % n 0.013 FOR REINFORCED CONCRETE Q PIP n = 0.015 FOR REINFORCED CONCRETE n FOR STREET / GUTTERS BOX J 0 I ALL INTENSITY FROM CITY OF RAINFALL p THSTO FORT WORTH STORM DRAIN MANUAL m / RUNOFF COEFFICIENTS NESIUENIIAL "A-S"....... C=O.8/ Is=/.98 = I ! EXISTING CONDRNINS f.=D 3O LJ CRY PROJECT NO. 1037M Q CY FID: 30114-0200431-103700-EO7W5 -]358 K-22984 Q - MAPSCO N0. OS-B _ W OW C^ Ka NY,w.NarsbeI —d0 EN HMARKS' r"UIIUePor ig. O 3ENCHNARK NO 1: W GLARE CUT WITH 'X' IN CENTER AT BACK OF CURB Q N SOUTH SIDE OF SAUNDA ROAD 3 45• WEST OF JAINSTAY WAY CENTERUNE. ELEV 752.6E 3ENCHMARK NO 2: OUARE CUT WITH 'X' IN CENTER AT BACK OF CURB !ORTH OF THE PCCR OF SERRANO RIDGE AT TOPPER RIDGE ROAD. ELEV 765.SC DATE R"1101 BY IIQ / DRAINAGE AREA MAP IA / INTERIM CONDITIONS MADERO { - _ SENDERA RANCH BOULEVARD _� RANCHO NYON WAY TO BE QONSTRUCTED CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS �' •,p -� � kSRQ bNAsE'a ^rr^,, IT1I �1I1—IIF. ENGINEERING DIVISION �Q / I TO VE IrRLlC)TED III it I�'I II I'. LA NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST fiOfip NwN CenVal vPessray PMre169.fi21 UJia \I = o 48 HOURS PRIOR TO EXCAVATING IN THIS AREA WORTH �MI9p0 ~ - FORT WATER GEPARTM -8296 Dallaa, Tartu J520fi FflN-F-138fi -'DADA STREET 1-817-871 � A1M05 CAS TO BE CONSTRUCTED 1-886-332-8667 pEGIGx: SLMOSCOY WA PROJECT NO.. CHARTER ELECTRIC DI1-BOO-242-91t3 ORTWDRAYM: S4MOSCOv Ni600-0112 o COMMUNICATIONS -817-509-62J2 / S5 FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-B1O-DIG-ESS :1` s• DATE: SCALE E 3 1FOR OTHER TfyyA�TCl/OU�EETIED0Syy{{[ Oy �f-B00-DIC-TESS /T SCALE rN aNYQv(AA{WW 1r81UNiT r llUxllavno M[e LAo r -i: I" -Af• _ _ T _ wJPMIE SHELTON Yo.. I %lLTF'F .el "1Mfli" ".7ff.Aa aN�Grm "�" �rW SEE N0. f1.za2.12 33 os5 ama 14m lane lilo om am mT fT.te OF 97 6HFEt5 ��yp) �y q((pp/� DRAINAGENIfASM—Y-INT—IMCONDff10NI MAT �I uu V� 1180, "A16, a E IP, Im A�TEmvrxr "ff I-- � I! xue1, fH� fl �llll 4EPP1I [! 4B I 1 i 111 11 11 A.III II III CADr RxT . w MMWg(y/�GS, I MWcRAeel ,."�1N1�2>l-aA« 1a�°�laLiimCMt��APf➢(1sIIIE :A3: 7T1�ddL3F)e:WWACI TI�Tw�Lrmm IIR ./D�yyhp I�I I sOoAsvfxIAA wI'II u-NE T. 'JAM: „ ,m � fANNELw01 I., 1.17 I sl oss f.Gle ?b III/,m4 ovvv eo.rz, mnAmr 15,0 o 1oo(l(.mmf!! VvoImm mz4WT ,14170n,v M - .I r I sq \ Af --_ --- --__-- r— LINE SDI 1 \ Sty v ` SD5 STALE\ SEE NS SHEET 46 FOR SECTION CALCUTATO PROPOSED RIGHT-OF-WAY-�I �• � SENDERA RARCH 80ULEVMD \T-� �I I 41 CATCHMENT OS5 TIME OF CONCENTRATION ddSS FLOW PATH SEf PUSHEBLtC STALE E54 FOR 3 I^� T SECTION AND CALCULC \ LINEE SD2 SD2-,� I t 1 1 pe� �837 8100TE: E CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST — \ I CATCHMENT OS4 & OSM TH® 11 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: \ / TIME OF CONCENTRATION V FLOW PATH +\ 'TMOS CARM WATER DEPARTMENT t-e66-332-BBBJ 1 A Al T%V ELECTRIC DELIVERY 1-800-242-9113 / 1 € CHARTER COMMUNICATIONS 1-817-509-6272 PUBLIC STALE 4 / STTq 1 g3311.5 F£ FORT WORTH TANSPORTATION/PUBLIC WORKS t-817-392-8100 SEE SHEF n5 FOR _ STA 831'.l3 oa R OTHER FAGIILTNES BDD-DIG-1E55 cA cDATo s MATCH ONE 1A p-EE 35 1 I p 1089 B20.32 I ` �,A\I 139 B30.67 1�89 831.01 5440 I \ AST 12 83137 STALE 2 SEE SH SEE SHEETS 51-53 FOR A 128�831.71 A 1339 2.07 \ SECTIONS AND CALCULAgNS I \ i I \ PT BJLIi STA 439 83217 L CATCHMENT OS3 TIME I IsT� 89 831A I CONCENTRATION FLOW FAII� /I PTA I 9 833.46 TA 158 633B2 - STORM DPAJN NICE ISTA 1 ♦." FACILITY MMNTFNANCE ( III 1 AGREEMENT STA 1689 3A.51 \ I STA 1)39 8 .67 �- ' ETA 1789 835 I \ PTA 18M 835. I f I / 0538 ( CATCHMENT TB TIME OF CONCENTRATIONLOW FAM FLOW 037 / - ® INLET NUMBER CITY OF FORT WORTH, TEXAS - - - - - - - TRANSPORTATION AND PUBLIC WORKS -- ENGINEERING DIVISION NOTES: I / N N / O a n � Z If / 0 50 100 2. O Z i DESIGN CRITERIA o 1, RATIONAL METHOD OF DESIGN. DESIGN FREQUENCY (A) CLOSED SYSTEM - 5 YEAR / (B) CLOSED SYSTEM - 100 YEAR 5, / (C) OPEN CHANNEL - 100 YEAR Q - 0.013 FOR REINFORCED CONCRETE PIP% 0.015 FOR REINFORCED CONCRETE ZZ m 0.019 FOR STREET / GUTTERS INTENSITY FROM CITY OF If ' FORT WORTH STORM DRAIN MANUAL m FORT RUNOFF COEFFICIENTS RESIDENTIAL 'A 5" .. C=0.67 1-7.98 S EXISTING CONDITIONS... C-030 U L CITY PROJECT NO 1037M � FIG: WWII-0200131-103700-E07685 �- X-27356 Q N-2984 OC / MAPSCO NO. 05-8 WQ '\ U7 T Knoww. i Callbefore YOMHip. 00 BENCHMARKS W 1 BENCHMARK NO 1; 'X' Q ( AWARE CUT WITH IN CENTER AT BACK OF CURB ON SOUTH SIDE OF SAUNDA ROAD 3 45' WEST OF AAINSTAY WAY CENTERLINE. ELEV 752.6E BENCHMARK NO 2: SQUARE CUT WITH 'X' IN CENTER AT HACK OF CURB NORTH OF THE POOR OF SERRANO RIDGE AT COPPER RIDGE ROAD. ELEV 765.5C LEGEND DATE I REVISION BY e� DRAINAGE DIVIDE INTERIM CONDITIONS PROPOSED STORM DRAIN SYSTEM DRAINAGE AREA MAP x� EXISTING STORM DUN SYSTEM DRANAGE AREA DESIGNATION j� �F /� MADERO A-, UNNNAGE ANLA AC— 7 SENDERA RANCH - \— —)♦ SURFACE FLOW ARROW I] BOULEVARD INLET DESIGN POINT VA MITT M. LA E - -- I_ THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILTIES SHOWN ON THE DRAWINGS WERE GETAINED 0000—Central Eay ANM, Suits 400 Pl—....I 0110 - _ FROM ANARABLE RECORDS AND ARE APPROXIMATE. NEITHER THE OWNER, DEVELOPER NOR ENGINEER DMIEA T—e 75206 FRN-F-1308 ASSUMES ANY RESPONSIBH.JY FOR UTILITIES PRIOR TO pESON: SAMOSCOY CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED i0 LJA PROJECT NO.: �7 TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL UNES SHOWN AND/OR ANY OTHER UNDERGROUND ORAIN: SVROECOY NT600-0112 J ✓1 "—�'( / UTILITIES HOT OF RECORD OR NOT SHOWN ON THE PUNS. DATE: OCT 2022 - _. 2. CONTRACTOR SHALL VERIFY HORRONTAL AND VERTICAL F 1 SCAIE _ -.. __ LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. •5s • • •JAA1E SHELTON HORZ: I' 100' 1ERi: N/A Q `— % 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. IzseT C' SIEkT ,'HE SD2 f�/cExsf 34 I I ,`4SEE SI EET 33 (� APPEAM D FSS MENS-21-0187 FOR COMPLETE In 2R 21122 OF 97 DRAINAGE AREA SUMMARY - INTERIM CONDITIONS ANA 11 15 YFA OS Gm .1— GUX [CTi E(tQ T AR4 la,l mEH fmMl GWAII EO:OBIT Insl IiMM E0:003T IHsI (.4k) TE®E T k3s1 aN 4m rm 22 5.7s Lm 3il 91A Lm M 4 Gn 0.9G Oal taG A. (Lb 16 £H Lm 33 9.H lA9 1T 3 iA n G33 Of0 03G ta0 Am !m ll 5.T1 lm Ll f.H Lm iT 3 l A G31 0.f0 GM ta0 A. lm ll S.H U. L) fL Lm i] l ■ X GD Of0 011 taG ax 1m LG £TI Lm V fb Lm i] I p6 H A3) ffo e» 4.f A4 tm L. £H im u f.I1 Lm u f I � 4 Dm G90 03f ta0 I.m lm IS £11 lm ]3 f31 Lm £3 f 4 taG S � I lm >oI -- I 91T I I -ieu Ea I .rrtEa I I %F-' nas I ..a I u• I (s �f I fff I nm `1E\I u., �J2 m�W� Hx ,ca. 3£9 199 3t3 an vm sv 63t PD �w MIT 2H tm U Ln Lm bs 'Sb m6sni cm n3f t,a :a.s :.n 1m ..s I Lr Lm u cn m (LG I m / � ` J .1 lx 0.30 u9 H.s itl lm is l.>1 m s5 n m 1 m ms (4Ai au 41 LH (m I 3.x Lm o vm I us 1\\ I /111/Bs s/ GTCHMENT 053A TIME OF CONCENTRATION FLOW PATH I I \ \\ �I x1i � I I I I I I I I I I I �l LEGEND DRNNAGE "'OE PROPOSED STORM GRAIN SYSTEM EXISTING STORM DRAIN SYSTEM DRAINAGE AREA DESIGNATION DRAINAGE AREA ACREAGE SURFACE FLOW ARROW IN(£T DESIGN POINT N N � ' z j M H ,\ Z \ \ 0 fi0 t00 200 O Z DESIGN CRITERIA In 1. RATIONAL METHOD OF DESIGN. 2. DESIGN FREOVENCY I (A) CLOSED SYSTEM - 5 YEAR (8) CLOSED SYSTEM 100 YEAR (C) OPEN CHANNEL - 100 YEAR Q - 0 013 FOR REINFORCED CONCRETE PIP 1 n = 0.015 FOR REINFORCED CONCRETE BOV = 0.01S FOR STREET / GUTTERS m RAINFALL INTENSITY FROM CITY OF RT FOWORTH STORM DRAIN MANUAL m RUNOFF COEFFICIENTS RESIDENTIAL "A-5'.....- C=0.67 1-7.98 = . EXISTING CONDITIONS.... C=030 U 1 Of p CITY PROJECT N0. 103700 Of 30114-0200431-103700-E07685 j X- X-29OC M OC MPPSCO N0, OS-B W Li K—h,t'sbelow. CaIlNomouafyail3. � / W 3ENCHMARK NO 1: W SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB Q IN SOUTH SIDE OF SAUNDA ROAD t 45' WEST OF VAINSTAY WAY CENTERUNE. ELEV 752.6E 3ENCHMARK NO 2i 50UARE CUT WITH 'X' IN CENTER AT BOCK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT :GAPER RIDGE ROAD. ELEV 765.SC DATE REVISION DRAINAGE AREA MAP INTERIM CONDITIONS AOERO SENDERA RANCH BOULEVARD ( % CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS ENGINEERING DIVISION _..,--G IroI Pesrxry Pt—x9621.OT10 s tl 41C Gallas T... 752M FRN -F-ILM �` DESDN: SAMDGCOY LJA NO.: NPROIECT IDRAWN: SANTGSCOY T600-0112 DALE:CT 2022 S F` s SCALE IORZ I' = Im' •JAMIE SHELTON VERT: NIA �36NgE0 � SIiFET NO. `��a"` ` 1 a 35 OF 97 SHEETS FEAu FLAG[ I N i 0 300 600 DYWE- f-AR�ULTIM- ROmON6 _ N i :; fl' 1il IR i! IN a c l fmIf 16—� 49 4N � Q J am 6 m N m NWMM�.�WA ) L CITY PROJECT NO 1037M CC FIG: 30114-0200431-103700-E07685 CE AND LOCATION OF ALL UNDERGROUND OWN ON THE DRAWINGS WERE OBTAINED X-27356 K-2984 Q K BILE RECORDS AND ARE APPROXIMATE, OWNER. DEVELOPER NOR ENGINEER MAPSCO NO. 05-B W 9 rc RESPONSIBILITY FOR UTILITIES PRIOR TO IN. THE CONTRACTOR SHALL BE REQUIRED LJ ( PRECAUTIONARY MEASURES TO PROTECT (n HOWN AND/OR ANY OTHER UNDERGROUND t OF RECORD OR NOT SHOWN ON THE HRRW WNHrs Call below. - O 2. CONTRACTOR iHALL VEMFY HORIZONTAL AND VERTICAL before Yau my. 3ENCHMARKS- LOCATIONS OF ALL EXISTING UTILITIESPRIORTO CONSTRUCTION. W 3ENCHMARK NO 1: 0 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY 30UARE CUT WITH 'X' IN CENTER AT BACK OF CUR DISCREPANCIES. )N SOUTH S1DE OF SALINDA ROAD 3 45' WEST OF AlNSTAY WAY DENTERUEIE. ELEV 752.6E 4. SEE APPROVED FFSWM DS-21-0187 FOR COMPLETE DOWNSTREAM ASSESMENT. 3ENCNMARK NO 2: iOUARE CUT WITH 'X' IN CENTER AT BACK OF CURB LORTH OF THE PC CR OF SERRANO RIDGE AT DESIGN CRITERIA 1. RATIONAL METHOD OF DESIGN. 2. DESIGN FREQUENCY (A) CLOSED SYSTEM - 5 YEAR (B) CLOSED SYSTEM - 100 YEAR (C) OPEN CHANNEL - 100 YE = 0.013 FOR REINFORCED CONCRETE PIPE = 0.015 FOR REINFORCED CONCRETE BOX 0.019 FOR STREET / GUTTERS RAINFALL INTENSITY FROM CITY OF FORT WORTH STORM DRAIN MANUAL RUNOFF COEFFICIENTS RESIDENTIAL 'A-5'.,..... C-0.67 I,--7.98 EXISTING CONDITIONS.... C-0.30 LEGEND DRAINAGE DMDE PROPOSED STORM DRUN SYSTEM EXISTING STORM DRAIN SYSTEM DRAINAGE AREA DESIGNATION DRAINAGE AREA ACREAGE SURFACE FLOW ARROW INLET DESIGN POINT INLET NUMBER FLOW PATH NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: FORT WORTH WATER DEPARTMENT 1-817-871-8296 AT OS GAS 1-866-332-8667 TXU ELECTRIC DELIVERY 1-800-242-9113 CHARTER COMMUNICATIONS 1-617-509-6272 FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-8100 FOR OTHER EACIUNES 1-- UIG— DATE PENSION BY OVERALL DRAINAGE AREA MAP ULTIMATE CONDITIONS MADERO SENDERA RANCH BOULEVARD CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS ENGINEERING DIVISION WA YM. 4w 8060 CNWaI vpnawaY PMre 469.6218710 Su1.400 DO., T®s 75206 ERN-F-1686 GL GN: SANTOSCOY WA PROJECT N0: DRAWN: ROAES NT600-o112 DATE: OCT zOz2 4 DEST s• SCALE HOR2. ' • 600' •JPMIE SHELTON VFA1', 36 N/A' 8873 S N0. 10 2s 2.12 CT 97 SHEETS MATCH UNE SEE SLEET 38 LL-v 14�z 1 -- 2" , O � �: �.�p _.� I sTA APPRo%Iw,rE LocAnoFi - 5 'U MURE PoND O 20 '� 'I STa 4.35 (ULTIMATE CONDRIONS) ❑s L__ N o M zE j 1 - - T 03] I 1 Z FUN STA 109 .0.12 X O a O J � 0 50 100 2. FUTURE N ET I 1 FUTURE SD2 o ITTE%3ENSION PU XTtt PROJECT 00 103]Otl < --i III FID: 30+14-0200o31- 03]00-EO]685 j \ 0M1y %-2]358 Q r� I K-2B84 K 'a28,/ JUTIRE_ MAPSCO N0. OS B FIAT 1A iii MACRO � IA Ln LiWgo 059 wlDwwbarabelow. O os1 9,y6.-- - -� K Calibefor udip. a �1 44v W ii J 0.21 3ENCH AWN FUTURE NO 1: INLET / "OVARE CUT WITH 'X' IN CENTER AT BOCK OF CURB 3y �, FUN 411 9 8 .a9 / /may DN SOUTH AY OF SALNDA ROAD t 45' WEST OF MAINSTAY WAY CENTERLINE. ELEV ]52.6E BSB rE 3ENCHMARK NO 2: / ' / GUT 051 TER �-` - SOVARE CUT WITH '%' IN CENTER AT BACK Of CURB 0.69 �'INORTH OF THE PCCR OF CENTER RIDGE AT'RANCON WAY �� _ I L..rr:.. THE ROAD ELEV ]65.5C TO -� ] T� C � BE CONSTRUCTED l GGGIII \\ MPRLOCAION O%MATE /65 I6 S 14 13 12 I IT 10 6 ]'�Ij 6-N2 11 CFRIBU ENTERLINE -w PATE REVISION BY DRAINAGE. RFA SUMMARY ULTr AT�(�ND�O t■� ESFADA STREET G T, 1-YFAR IM m SVE(A ry05 m YFAR Olm LLFRp - _TO BE CONSTRUCTED e / _ - - ; DRAINAGE AREA MAP Iminl Iln((NrI ANTFLEOENT 1 I ANNCFDFXT NI 1 1 ANTFRmNT 1 CDPOWTN DRAIN E �P:� nD a66 LDD if D �a m FRI o ll zfi n zs 2s 24 j3 z2l ULTIMATE CONDITIONS ARFA DFFF.1.1.1Y. YII� T 0.49 m OM 10.0 lOfi Lm LB xN Lm x5 34 LW al 1 UN 1 19 u D. MU a N 045 0.m 0.41 10.0 4m Lm 16 iN vL.m 33 a Lm 31 2 N I 3 MN O61 am ¢55 SQO lm Lm 2x iN N 1 7A -�� ` 20 __ .. - -14 xe D33 am nm IQD am I _ {� __ - _ - I I T A RA5 A. OAI 30.0 Am im _ L6 AN 1m 33 9E4 1�_ 3 11' - W +Y � r _ _ _ c 1�J[7ADJ�ER0 0.D9 Am 12 SN im 1] 9.N I Lm 3 ]a _ I 21 ` TO E CO EO SENDL-1 RA RANCH „I hI o I 2 1- 5 6 ] 8 9 10 �2 13 14 2 g FpTxax Ali; a., 1., � ao 1 Ll� �3 5:N ;.� �3 :� I ;_m � ' I �� " BOULEVARD dl Mx D.3] am D.se I Lao am Lm L3 iN Lm 3.3 4N I Lm i3 . ' x, I .EG.ND DESIGN CRITERIA I. RATIONAL METHOD OF DESIGN. CITY OF FORT WORTH, TEXAS A 0.3] am 0.3I I0.D Am Lm La xH Lm I.9 AN Lm 31 5 ]0 I �I Fmxp 0.4) nm DAi t0.D 4m Lm 1.) iN I.m ]A 4N Lm if 5 ml I DR WAGE DMDE ¢¢eI xE Da] am D.33 aD m Lm xN m 19 Axe Lm u 5 x ' 2. DESIGN FREOUENCY TRANSPORTATION AND .VI Mx 0.3J Dm 0.31 10.0 am Lm xN Lm 1.9 AN Lm 31 6 IIt I I. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND PROPOSED STORM DRAIN SYSTEM (A) CLOSED SYSTEM - 5 YEAR PUBLIC WORKS FUT>s 03] O.m I0.D am Lm xN L. >9 AN I 3l ] 3FL I UDLJIIES SHOWN ON THE DRAWINGS WERE BINNED (B) CLOSED SYSTEM - 100 YEAR ENGINEERING DIVISION .p ni EXISTING STORM DRAIN SYSTEM g N D.3> Qm A. Lm xn Lm 19 4N it t I FROM TI THE DI RECORDS tANDOP ARE R EHGI IMATE. (C) OPEN CHANNEL - 100 YEAR 5 v6'I ¢90 1m Lm I NEIMER THE OWNER. DEVELOPER NON ENGINEER ¢ _ �1i R. ASSUMES ANY RESPONSIBUTY FOR UDIIDES PRIOR TO A- DRNN4CE AREA OESN:NADON n 0.015 FOR REINFORCED CONCRETE BIP UA •€ YIO. LA EI m OS] m iN 30 AN le 9 1 CONSTRUCTION. THE CONTRACTOR SMN1 BE REOBRED e DRAINAGE AREA ACREAGE R _ TO TAKE NLT PREGUNONPRT 4EASURES TO PROTECT A-T = 0.019 FOR STREET / GUTTER$ 6060 NUN Central xpresswy PmIW 463.6I1.0I1C m aw m iN 11 Axe I 33 m I ALL ONES SHOWN AND OR ANY OTHER UNDERGROUND RAINFALL INTENSITY FROM CITY OF Sully 9m b M Dm Dm O35 10¢OD Am m 1S iN m xD AN Lm 32 m C I UNLMES NOT OF RECORD OR NOT SHOWN ON THE y SURFACE ROW NiROW FORT WORTH STORM DRAIN MANUAL Gallas, Taxes T620fi FRN-F-138fi lm L. S. Lm 3t Axe I 33 v I PLANS. RUNOFF COEFFICIENTS pESIGN. SVR05COY LJA PROTECT NO.: M O.m 0.m 036 I 10.0 aDfi m 15 SN Lm it A3a 33y %d I 12 INLET DESIGN PCINT RESIDENTIAL "A-5 ....... C-0.6] Iw:],9g DRAWN: FLARES NT600-0112 _RI 0.m Qm 08 tao am Lm 33 x-i. L. a6 43 ).5 v iD I 2 CONTRACTOR SHALL VERILY HORIZONTAL AND VERRCAL EXISTING CONDITIONS.... C=0.30 ii ¢m 081 I IQO am m 3 iN m e.6 AN I m 35 v l mt I LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO INLET NUMBER pA1E: OLI 2022 p ^III 0.m 0.35 m0 a0fi Lm LO xH Lm LA 4N I Lm 13 M m I CONSTRUCTION. aD g,,l Mmt D.N am O.x I +aD am Lm LO s.N S.m v4 AN I 1m L3 v m I 3, IMMEDIATELY NOTIFY THE ENGINEER OF ANY FLOW PATH NOTE: THE CONTRACTOR SHNv CONTACT THE FOLLOWING AT LEAST T r SCALE � I MSA I DT, am 03l 10.D am Lm Le iN Sm 1.9 AN I Lm it y3 SSAL� DISCREPANCIES. eB HOURS PRIOR TO EXCAVATING IN THIS AREA: A Y A VER2. I' N ten' NCI FIITIN laic 0.6] Lam 10.4 3" Lm SLI i6 I'm T39 All I Lm 1192 CUUf RA I a. SEE APPROVED FiSWM DS-2I-0I87 FOR COMPLETE FORT WORTH WATER DEPARTMENT 1-61]-611-8296 •JAMIE SHELTON bERT: N/A� 3 MVA v,45 0.67 9A1 1L8 3.61 Lm 325 iv Lm ..9 Lm 1a4 CLLVE.TA I DOWNSTREAM ASSESMENT. ATMOS GAS 1-866-332-886] FUT Ass 1 ¢6 i TXU ELECTRIC DELIVERY 1-BOO-242-9113 IiDai3o� SHFET NO. Im 1.CHARTER COMMUNICATIONS 1-81]-509-62]2 f'�roNaL Z 9g M m Am I FORT WORM TRAHSPORTADON/PUBLIC WORKS -81]-392-81M 10 ze 3Dt3 37 FON OMEft FAG'ILMES lN1U u1G LSS DIF a81 M051 D.[9 ¢m ¢b2 1¢D Am Lm 15 iN Lm 3.8 4N Lm 11 MNOIDGXYQN WAY I 91 6HEE15 4 I MATCH UNE SEE SHEET 39 ).-.- ...... -MATI-- "I I All 1 1-. Al� 'FlI I A I 'i I MT N To FUTFL 11 PAN AREA 11. 19.53 5A (SEE SHEET 40 FOR CALCULATIONS)L (D ---L RE 50 loG 200 IN- 3HE S., 1 Nm 9, - LINE W-1 --N 8J2zu �LTUR ADER FUT 21A FIIIIIURE 0.37 < CITY PROJECT NO 37M Of -1 LLI FID: W114-02OD4311-01037GO-EO7685 X-27356 < R 2084 Of DESIGN CRITERIA APSCO NO. 05-8 w I RATIONAL METHOD OF DESIGN. 2: DESIGN FREOUENCY 0, &30II 'CLOSED SYSTEM : 5 YEAR (A (A) I (B) CLOSED SYSTEM GO YEAR (C) OPEN CHANNEL - 100 YEAR 0013 FOR REINFORCED CONCRETE PIPE o 0015 MR REINFORCED CONCRETE BOX 3ENCHMARKS LL45 n = 0.019 FOR STREET / GtR1ERS w 0.61 RAINFALL INTENSITY FROM CITY OF CHMARK NO I: FORT WORTH STORM GRAIN MANUAL iOVARE CUT WITH 'X' IN CENTER AT BACK OF CURB RUNOFF COEFFICIENTS 3N SQUIH SIDE OF SAUNDA ROAD 1 45' WEST OF RESIDENTIAL "A-5". C-0.67 1--7.98 AINSTAY WAY CENTERLINE. ELEV 752.6E 6 EXISTING CONDITIONS C-0.30 iENCHMARK NO 2: M RE CUT WITH 'X' IN CENTER AT WK OF CURB 4 RTH OF THE POCR OF SERRANO RIDGE AT 2 RE- TOPPER RIDGE ROAD. ELEV 765,5C NO NOFES� A. 1, THE EXISTENCE AND LOCATION OF ALI. UNDERGROUND I FUTURE ni-I'll SHOWN ON THE ERN WEKDO111111 INUET lfl - , PROPOSED -.A, ;� -1 RECORDS AND ARE -1111, II OR THE OWNER, DEVELOPER NOR ENGINEER qlFl- -U- ASSUMES ANY RESP NSIBIUTY FOR UTILITIES PRIOR TO FUT CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED To TAKE ANY PRECAUTIONARY MEA$URES TO PROTECT C,33 ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PI-ANS. FUTURE - 2. CONTRACTORSMALL VERIFY HORIZONTAL AND VERTICAL DATE By INLET LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO FUT 11' 3 CONSTRUCT" DRAINAGE AREA MAP (142 1 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. ULTIMATE CONDITIONS 4. SEE APPROVED F.SWM M-21-0187 FOR COMPLETE DOWNSTREAM SES. W. FUTURE MADERO IFU RE INLETS Yl, SENDERA RANCH 2 U. LEGEND 4T�l '2 1 BOULEVARD EXISTING IL al GAS WELL DRAINAGE DNIDE PAD SITE CITY OF FORT WORTH, TEXAS 4 FUTURE PROPOSED STORM DUN SYSTEM TRANSPORTATION AND EAT 3G= EXISTING STORM DUN SYSTEM PUBLIC WORKS LIT 2C -2 -.2 D NAGE AREA C-.-.N ENGINEERING DIVISION �c, E VA -k- IA D-NAGE AREA ACREAGE ROW N- ��l EW-Ny P- U1.0710 e /j// I I I \ -� SURFACE 827 INLET DESIGN PONT SD` 4W T- 75206 PRN-F-im -�.l woMW LA PROUECT R INLET NUMBER o- BORESNT600-01T 2M1 2 2 FUT D DATE. OC FLOW PATH A 0.47 o2 D FUTURE NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST SCALE 37 F T.RE DER FORT _41 HOURS PRIOR TO Elll"l IN THIS 11 -817-871-8296 -Im' CS RT WATER DEPARTMENT I Nlk GAS �:866:3 2-M67 U ELECTRIC OEUIVERIY No 242-9113 11 SEA 4371 �25.� CRAX R CoM U CAT QNS 1_817-509-6272 FORT WU:N nSPOWATON/lUBL. WORKS ::81 -392-81M lml* 38 Tc FOR � F�j IFS L�AJE E S 4279 IMML65 . ..... OF 97 NOTES.AUUA LEGEND DESIGN CRITERIA Nm¢R MARYau 1. THE EXISTENCE AND LOCAnON OF ALL UNDERGROUND UTILITIES SHOWN ON THE OBFANAVAILABLE 1 1miW nNeA n.11.l B AInE j 1. DIUWINGS WERE ED FROM E RECORDS AND ARE APPROXIMATE. NERHER pRNDIVIDE\AIa.A� ANXArq u b� Lwvrt I AxT 1 �r NAGE DIVIDE RATIONAL. METHOD OF DESIGN. OWNER. DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBUt FOR UTILITIES � axrz Yna 2. DESIGN FREQUENCY �Te—onTiaoT.m •` PROPOSED STORM DRAIN SYSTEM A CLOSED SYSTEM - 5 YEAR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY \ yy. () PRECAUTIONARY MEASURES TO PROTECT AAL UWS SHOWN AND/OR ANY OTHER 11r. Lm 5.1 a� EXISTING STORM GRAN SYSTEM (B) CLOSED SYSTEM - 100 YEAR UNDERGROUND UTU IMES NOT OF RECORD OR HOT SHOWN ON THE PLANS. (C) OPEN CHANNEL - 100 YEAR 2 CONTRACTOR SHALL VERIFY HORIZONTAL AND VEION R XC LOCATIONS OF ALL EXISTING I(j' DRAINAGE AREA DESIGNATION 0 0.013 FOR REINFORCED CONCRETE PIPE UTILITIES PRIOR TO CONSTRUCTION. A-1 ^ 0.015 FOR REINFORCED CONCRETE BOX DRAINAGE AREA ACREAGE / 0.019 FOR STREET / GUTTERS 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES, FLOW PATH AREA - M —� SURFACE FLOW ARROW RAINFALL INTENSITY FROM CITY OF 148 (SEE SHEET 40 Z FORT WORTH STORM DRAIN MANUAL 4, SEE APPROVED FiSWM DS-21-0187 FOR COMPLETE DOWNSTREAM ASSESMENf. FOR CALCUUTIONS) ❑RUNOFF COEFFICIENTS CULVERT A ',zMiD 12 INLET DESIGN POINT RESIDENTIAL "A 5" C=0.67 1-7.98 3 4X3' m Nam nn ap EXISTING CONDITIONS.... C=0.30 r� wra an am nm nM ago nv FUURE RCB CONNECBON FUURE Tura an ¢m nM A. INLET NUMBER TO C LVERF A FLOW PATH u -TONRE MBC TO CREEK. m m - -_-- TO CULVERT ETN CREEK•k. -� — CULVERT A EXTENSION, I FUT 4D1 Ik-_ ■ 9 ma m a iw SEE SHEET 41 FOR / 028 1 IIITTF 4DI'. N K m m¢ u ¢a m se Q HYDRAULIC MC "TONS — 0.28 - _ AN A Of anv(fy� � / -_- Aq / FlI11AEE .09IT I m 1 x 8 k r e' FUTURE <D L� _ Off• u rm w c MPDERO / Lx I� � FUURE rvrmN nm n v¢ ve Nm Lr m an m¢ y _ u ROW PATH AREA I♦ CITY.. 10300 NT WEST I IIIIII�IIII D� 4N (SEE SH40 FORA I FID: 30114-020000 431-103]00-EO]685 8.86 I 090 EET CKCUUTIONS) I %-2]358 Q K-2984 K ( r MAPSCO N0. OS-B W j FEMA FLOODPIUN LIMITS -' S J/ _ �- / O -.. -- ZONE . A f"� Fv�D / -�-��. . 1 • i 1n -- o.9D - -- - �-- a eoelo Fe ore YOF �IIJ Know W M1at Sb1oN,V/� - _� I \ RFN(`HMARICS. D Ilb f uND O - / \ W V_ ROW PATH AREA NIA BENCHMARK NO 1: V FUf 1�3A:� (SEE SHEET 40 FOR I WME CUT WITH '%' IN CENTER AT BACK OF CURB T OF 762 CALCULATIONS) NAINSTAYHWAY °CENTEE OF R °A MAD 3 45ELEV5]52.6E aS� SO RECU AN2: \ I I I SO RE CUT WITH 'X' IN CENTER AT HOCK CURB TUBE �o VORTH OF THE PCCR OF SERRANO RIDGE AT :OPpER RIDGE ROAD. ELEV 765.SC 1 I TV URE II`I 0 50 100 200 L FUTURE W 4C - �9<-.r... \� �4 n I _ DATE REVISION BY scr°+oca,Ei°RMNCH eo°Fuuv R° _ DRAINAGE AREA MAP � cur 4c •� 4c I —� ULTIMATE CONDITIONS 0.40 l MADERO 0,40 �— SENDERA RANCH T- -(SEESHEETSHEET AREA FOR GKCDLAT,0N5) BOULEVARD _ I fUIURE FIEROERo mLE'r �\ u I A CITY OF FORT WORTH, TEXAS _ TRANSPORTATION AND ` PUBLIC WORKS / R T fIII ENGINEERING DIVISION Z71 q�7 I 0.39 LM Y�YI�N614 YID. DU o \ 1 LJ NMN Central Exp. 111 PMW 469621.OT10 / Sv.4W OaIMs, Teme 1111 FRN Ill _ FUN E OESKKl SAMOSCOT WA PROJECT NO.: MA°QItO OTUNN� ROAES NT600-0112 I � DAZE: DCf 2D22 NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST ¢ X T SCALE F FUTURE - 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: INLET -- • e � Y4 HORZ: I' - 1W, I� FORT WORTH WATER DEPARTMENT 1-81]-8]1-8296 A ry A' 4JAAIE SNELTON `hRi: I 4A ATMOS GAS 1-866-332-8667 ,Jre» 0.40 8J6 CTXUHA ELECTRIC DELIVERY 1-800-242-6272 0 �. SNQT N0. ///rCHARTER COMMUNIOgT10Ns t-817-509-6272 �•41px�LS OY'a Z T� / - ��II I _ . _ \ FORT WORM TRANSPORTATION/PUBUC WORKS t-817-392-81M 1a as zoaz J� O4 //II 15 MATC FT R FOR 0-ER FACIL1nes t-uuu-u,e-LESS OF 97 SHOM PAV STA MANCH SLNULHA OUTSIDE arIULLVALm CULVERT OUTSIDE CORNER \ \ STA STA 190 CULVERT19.o PAV STA 97+22.50 (0' LT)\ SENDERA RANCH BOULEVARD INSTALL 1 - FW-O 4:1 WINGWALL WITH CONCRETE RIPRAR APRON \1f I 1 / / TRIBUTARY TC LOCATION �� -- TRIBUTCENTERLINE A, DRAINAGE FACIUTTY EASELENT INSTALL 53 SY TYPE -A' DRY RIPPAP (18- DEEP) PAV STA 197+07.33 (32.65' LT) END END FACE RANCH BOULEVARD ACE OF WINGWALL / PAV STA 197+16.08 (19.00' LT)/ CULVERT OUTSIDE CORNER U STA 0+m 00 f6 42' Rn CULVERT A_ STA 0+06.42 SD4 INSTALL 9D WE CONNECTION (INSIDE CULVERT WALL) MEI PAV STA 197+95.DO SEHDERA RANCH BOULEVARD (7.50' RT) I RIPRAP DESIGN - 10' WIDE EARTHEN MNTENANCE ACCESS RAMPS AT I Madero lPHt)HCi1 t5% -MUM LONGINDINA- SLOPE Ll PAV STA 197+95.00 SENDERA RANCH BOULEVARD (55.00' RT) Bsz Plpeor Box flowpropertlea pRAp� PDATK) 10 WIDE EARTHEN MAINTENANCE ACCESS RAMPS AT 4 DbmeMf ofppe ora o IR) 24 INTHICKPRM NESOFR 15% MAXIMUM LONGITUDINAL SLOPE a bA( (O-0") SIEVE SIZE t "lW7'-1 Illy f I 2 C LAT 4F 33.. RCP T 4G 21' RCP 24" RCP - CAUTION!! - v -STING GAS PIPELINES, CONTRACTOR TO VERIFY LOCATION h CONTACT CAS PROVIDER PRIO1 n TO CONSTRUCTION w I � I 0 20 40 80 �. -ew-/ L-J` I Wo M5 h58.00 55.00' R %-de re Numbr MBw b 901TME NESH PERCENT PASSNO _ 1.] Tye TSIMHx dspM (R) 30 NCH 100 O WINGWALL 184.?' Q� Fbw N or Eu � 2l NCH 0.5.100 .DOT 8B2_ V OWelWbcl M wEm NFec 1B NCH 4 75 RNL 1 n F-F -3 M -STA 106 Biz. - 5TA 00 Bt ].5 so• From�E ue(on .16 rR>^ 10-30 -STA 94 817.41 w STA 87 817.32 �R�n\/pT� ALE w Fru�n Eolla{bn I Dw•( 8 in Yatlmvn o/Fylwe 4.'3, E9n 3.184 Eon 3.22 {I / {I .SIR 76 817.24 \ SW "TA 67-817.21 \ ThFJvwas• 19 nFrom BecOw1643 BFDDNG 6RPDAFIO S O Th'ckllns. 8 itFrom Fiu 313-31 Fa3.13-3.17 SIEVE 8NTISCKNE85OFBEDONG Z Thbklress= 1B nMmlinum from Secbn-SIZEPERCENT STA 60 817.t9 53 817.18 .35 wed PPS9NG m TNducess= ?A mRowtledb NereR Gretlallon Tatle 80llARE MEBH .STA STA 45 817_17 �Bedtllrw= 6 mFrom Fla-3.12.3.17 3NCH 100 O 95' DRAINAGE EASEMENT I anwter mrMRion= MA% Vse Fl9ure 4.3 LerpM oT ATwon 14 n From Fl Ye C3 I 1-12 NCH -1. L. NCH 2M - PAV STA 197.2933 (55.00' RT) NlM of uppnamapon 35 1L w•3a 9IB NCH SOo F HFC-9IfCE0A7' OUTSIDE CORNER I YMdN o/dormatr.em.pon 35 n w.S.o.4la I WAa10 � CULVERT SEE SHEET 88 FOR RIPRAP GRADIATION TABLES j PRNATE S SEE SHEET 51 FOR SECTIONS AND CALCULATIONS lal J ' NOTE: 1. ALL INLETS ARE TO DF CAST IN PLACE O UNLESS NOTED OTHERWISE. m CONIFUCTOR TO CONSTRUCT 2. ALL RADIUS PIPE JgNTS SHALL BE NLLY = _ - STA 65 817.17 - CAST -IN -PUCE 3-4'x3' MBC WITH SINGLE INTERNAL COMMON GROUTED U L -.. WALLS. STA 95 Bt 7.19 \\ CRY PROTECT NO, 1037M 0' FID: 30114-0200431-103700-EO78B5 `- 20' SOUTHWESTERN GAS SERVICE, K-29848 K INC. DOC. 2007-99539 D.R.DC.T -PRIVATE SWALE 2 SOUTH NORTH MAPSCO NO. 05-8 Lal 9INSTALL IB SY TYPE -A- W DRY RWRAP (18" OEE ' • •' L In STA 0+74.00 CULVERT A- g< o a 8< I PAv STA 197+22.50 (55-00' RT) SENDERA RANCH BODUEVNRO = = - - _ Know wh-beloW. INSTALLTYPE1 - PW-1 11 WINGWALL 40 o mm CAIU0are-dig. O LY WITH 2.83' EXTENDED CURB \ TOP OF WING CURB . LL 0 a� F 3ENCHMARKS: w :L ■■■■■E■■■■■■■■■■■■■■■■ MEN ■NEON p■■■■■■'■■■■■■■■■■■■■■■■■■■■■■■■ M■■O■■■■■■O■■■■■■■■■O■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ maim■■■■■■■■■■■■■■■■■■■■■■■■■■■ '•5 ■EtL394■■■■■■■■■■■■■■■■■■■■■■■■■■ ILL'ii'�i�ii�l■■■■■■■■■■■■■■■■■■■■■■■■■ ■■�13CC■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 11 ' B II klll!!l11�■■I�ii■■■■■■■■■■■■■■■■■■■■■ 815 CITY OF FORT WORTH DENTON COUNTY, TEXAS 810 I.IA ilghwBrITIL3, YLe. NA SDO- Central EmmemaY P-469.0219710 SW@ 400 Oelba, Te ]5200 ERN-F-133fi 505 DESIGN: SMR0511 Wp PROTECT N0: DIMl1N: RORLS NT600-01t2 DATE: OCT 2022 latr S. SCALE 8D0 a •JAMIE HOR2: I- - 40' SHE _TON YERF I- = 4' I169 ] SIB NO, £s•� `5�\r�W Ip as 20iz 50 795 OF 97 SHEETS F�I �!•I-IE � z�% ` m- I e�? Q�/� '�� L�r _ ..•„ � mow. W' U, MIA —:4.41-1.1 ff, 9 (1, �z PAV STA 197+95.00 SENDER/. RANCH BOULEVARD (7 50RT) m _ _ 10' WIDE EARTHEN-TENANCE ACCESS RAMP AT 1 STA BJ4 811 i - '15x MA%IMUM SLOPE STAA O+DO 00 PRIVATE SWpL� D 20 40 80b`` `_\ , ppy BTA 197+95M SENDERA RANCH BOULEVARD (55.00' RT) �"OD-pR pTcr-5TF6i_TT\ _- VI STAB 9 812.13 813 812 _+' \ 10" WIDE EARTHEN WVNTENANCE ACCESS RAMP AT PAV STA 196+88.8J (130.80' RT) Y elf 81z BTS 5x uevlu lu "E SENDERA RANCH BOU PARD�/ I 3 BEGIN SWALE -eta 81z 1a93'813:a3 _ 33� LT 904 812_9D Y--.t� f �z� _ 96 [AT 4 S NDERA RANG BOULEVARD m$� �r S9A 991 8 (PRIVATE SWALE 1) ► - - 0100 • 40.0 Cis - S 2,IOx 1- DP (0.050) • SEE TABLE3. __-1H-+ F Dv' (0035) E BEE TABLE I I F F \ I PRIVATE EARTHEN TRAPEZOIDAL SWALE I STORM WATER FACIUtt NNNTENANCE AGREEMENT 1.0' MINIMUM STREETI II� FREEBOPRD �OG NANRAL IN iii GROUND 12. 2:1 6" TOP SOIL 6" TOP SdL AND SEEDING IN AND SEEDING REQUIRED. BI REQUIRED. 16' SECTION A- NT BI I I 830 825 I T —�Al I / / RCB TI1 _-_ _____ T_=--c PRIVATE- 1 TI HYDROSEEDED AND MAII UNTIL lax ESTABU I A i5 N NSWALE UI G PRIVATE TOW CAUTION!! - HYOROSEEDED AND MAINTAIN EXISTING GAS PIPEUNES, UNTIL 70% ESTABUSHED CONTRACTOR TO VERIFY LOCATION rRTYI�i SIYp//E (= CONTACT GAS PROVIDER PR10f I6 I MN4 88 87 (130.80' RT) TO CONSTRUCTION BOULEVARD STA PAV STA 1J.39 138 RT I 98+5 .F (ATE SWALE 1 END SWALE MON° I APD I I I a 0Y I I I I I I w I � I _ _ I . I 10-v nus�"m" �yLFw. • m Y•=- m+ mw ^+� (PRIVATE SWALE 2 SECTION B-B) dC �I l /�fl19 B S� �R1 pP� �T 010° = lan.t cFs s - asoz DP ) =SEE TABLE DIP P,-W V (0035) SEE TABLE W ++Ajnnv/ fl > (PRIVATE SWALE 2 SECTION C-C) Q 0100 16.2 CM I Ili c+ �j�// Or �n(� IIIIr,_/I U[�/�A DP (0050) • SEE TABLE o _ s, u + D`�l N k ✓u GO Prov+ded - 4.0' IPl ";a IF V (0.035) = SEE TABIE F PRIVATE SWALE 2 TO BE PRIVATE EARTHEN TRAPEZOIDAL SWALE 2 n / ED AND MAINTAIN UNTIL 70% 0 UNTIL J09 ESTABl15HED STORM WATER FACIIM MAINTENANCE AGREEMENT Z 10 1 0' MINIMUM m L�MAPGIN �iREEBMRD m I' STREET O GROUND _ W a/ TOP SOIL in AND SEEDING ANDTOP MIND -'.'B1J REOVtRED. > 816 18 REQUIRE°. Q CFCTION It TIP k C-C W iS 0 IL s _ - M ro (� L TA SSI 815 l0 / --/ - I �J.l f10 PRWEC102004}1� i03700-EO]685 K z99 6 K y + g c 1 MAPSCO N0. 05-8 W /JI = � lAT 4G SEFJD RANCH BOULEVARD LJ _ 5D4 -I--STA 904 BI .22 1 - 2 33" RCP 3 STA 893 81. / - Know H-belOW. i +.T -+ 85 816 �1 81v�_ - 3ENCHMARKS' C"Ilbefore you dip. U, )1t3=STA 8J9 612.30 m 3ENCHpMARK NO 1: 2 - - - - - - SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB ' �B6 _LTA BJ4 812.16 I \ ! l I - JN BOUTH SIDE N' BALNDA ROAD 3= 45' WEST 2OF . 855812.Ofi / MINSTAY WAY CENTERLINE. ELEV 752.6E 3ENCHMARK NO 2: GUARE CUT WITH 'X' IN CENTER AT BACK OF CURB PRIVATE SWALE 2 1ORTH OF THE PCCR OF CENTER RIDGE AT 0+00 I+00 2+00 3+00 TOPPER RIDGE ROAD ELEV 765.5( " . R� I 830 835 � I I 825 830 m I I 820 825 815 820 I I — _ 1— ,!,F' 810815 I � •- I 805 810 ' I I 800 805 I — 795 800 I-Rc>a IZ`H' Tm ~AK1 PPJy\Sfi- - )f- - tzo �.. 0- ► 3 4 �Mll U BE 0 y5 I I I zl� r I R 835 DATE REVISION BY am STORM PLAN & PROFILE PRIVATE SWALES I & 2 o azs MADERO M SENDERA RANCID[ I�a BOULEVARD 820 I Z W CITY OF FORT WORTH — DENTON COUNTY, TEXAS 81! Ll uu•• S� 1! fi060 NaM tral essxay Rne 469621.OT10 BuiM /00 DMIm. Teaae 75206 TRN-F-1365 810 DESIGN: woKoY LJA PROTECT NO.: DRAWN: FLOAES NT600-0112 DATE: ACT 2022 SCALE '•• • HGRZ: I'-. W5 4' �. Izse C' fydNOsa SIELT NG. 51 800 OF 97 SHEETS ®mom-:)•—®0®®® ©®®000�. t�'il•G��7—®0®©ems-' �E:�®�F' �")•0�')• t�ll•C :.iW�':)•-00®��s - 1111111116!>•LIIIIIIIILIO��'.7a11111111�E)_�r �:!•. E^Sl•f'�'1Wt"1•—®0®�OS�SIC'��!•�[:)•�:)•SE=�SF')•, t�Tl•C�'.aL�J—�'10®�00�5:!•�Iii�.:l•is. E__t•E3 )•' 845 840 PRNATE EARTHEN TRAPEZ0IDAL SCALE 2 g_,L.M WATER MHNT N N' A R 11 N 1. MINIM PEXIA'PROX—ELMATiNING.. MARGIN FIR BOARDM N I11 M 11' FREEBOARD E LOCATIZfiJ CAUTIONH mm STREET RHEAD ELECTRICEXISTING GAS PIPELINES. 0 20 40 60 GROUNDO NTRACTOR TOCONTRACTOR TO VERIFY LOCATION -ATION PRIOR TO CONTACT GAS PROVIDER PRIG ✓i T2: 2;1TRVCTONTO CONSTRUCTION MIDTSEEDNIL 8' TOP SOILREQUIREDAND SEEDINGZ16• REQUIRED.A 9+Oo 0o SECTION C-C & D-D O TE SWALE 2 TO BE N(5 OSEEM AND MAINTAIN (—ATE SWALE 2 SECTION C-C) (H-11, SWALE 2 —ION D-U) 10% ESTABLISHED GIN = 16.2 CFS 0100 = 150 CFS m m ry ry ry n a m m m m � a w 3 ` m m m S 4c� 0� -POINT + if — b— _------------- --- — -- -- T- - } -- --- -� LJ p N Z 92\ r F m v f s SENDERA RANCH BOULEVARD 11 S--'1—�rt —/ 7—, i I V' IIC —10 in2 11 / ICI I CP - =6O\_ \ �cpa n r r I' / ) V '�"14 SIT4'-' AT �-LAT C 4 / L411 I 1 I I I 1 I 1 1 111 3+00 4+00 S+Op 6+00 7+00 PRIV8+00 ATE SWALE 2 9+00 10+00 11+00 1 �835 O + FM N W Z 7 g� 825 U j S 820 €�15 sue^ Ig —BIG 5-2.09% S=0.70% O OR (0.050) - SEE TABLE DP (0+051)) - SEE TABLE 7 Dp P—i— - 4.0' OR PrmWed - +� V (0.035) -SEE TABLE V (0.035) =SEE TABLE I m Q m Q - D W w J VIE + O -- - M m - U L ` Q Cltt PROJECT N0, 103700 K - W FIG : 30114-02004}1-103700-E07685 Z K-29a;6 K MAPSCO NO. 05-8 W Milk D — GIff�FR � � z N„owwbarsbelow. / 1 3ENCHMARKS' CAlibefore you tliD. �3 TAn� \ I ` 3ENCHMARK NO t: 30VARE CUT WITH 'X' IN CENTER AT BACK OF CURB Q 3N SOVTN SIDE OF SALNDA ROAD t 45' WEST OF MINSTAY WAY CENTERLINE. ELEV 752. 3ENCHMARK NO 2: SO CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT 2+00 13+00 13+50 COPPER RIDGE ROAD ELEV 765.5E II I 8♦ DATE 11 REWSION BY =0 STORM PLAN & PROFILE PRIVATE SWALE 2 8235 MADERO SENDERA RANCH WO BOULEVARD CITY OF FORT WORTH DENTON COUNTY, TEXAS 825 LAI.IIA oloYwr6l4 Yw. E060N Central ENx..y Phre n69621.0]10 Sums 400 OaIMa. Te®e 75206 FRN-F-1369 DESGN: WOKOY L.JA PRCt1EU NO.: OMWN: FLORES NTNO-0112 GATE: Go 2022 • �+v o` z • SCALE 815 •iVA HORZ: I' - 40' •JAMIE SHELTON PERT: 1' • 4' Izse C' SHEET W. fs%tea E 52 810 la ze —2 OF 97 SHEETS am a 2 a1 ) —Z f� ei MIT MIT n is 0 20 40 80 L—� 1.A� Fm Ta w 'Ir A %I r A ' •' '�' C PRIVATE SWALE 2 TO BE HIDROSEEDED AND MAINTAIN UNTIL 70% ESTABLISHED 3 IE� B3 II • -'- —I • 833 —'fir siu 1—F Y c 0 _ M------ - -- -- --- -�----------`� _ ---= -� a------------------- ------------------------=--- N Z J � SENDERA RANCHpp�� ULEVARD �~ 18D — i — DY/ SD4 FUTUI 6s acB bzll TAT WEST ALEDO DRIVE MORE TOMBSTONE —x— TRAIL �rAMIT iw TOMBSTONE TRAIL PRWATC CARTIIEN TRAPCZOIDAL SWALE 2 STORM WATER FACILItt M4NiENANCE AGREEMENT 10' 1.0' MINIMUM N �IIII �FREEBOARO STREET _ /II�MARCIN NATURAL O v4 GROUND 2- 6' TOP SOIL 6' TOP SOIL ANO SEEMNC AND SEEDING F REQUIRED. IV REQUIRED. Z SECTION D—D (PRNATE SWALE 2) O N15 oloo = 15.0 CPS Z 005D) - Od =SEE TABLE m OP F Op 0 G35)atl 2.0' O V (0035) =SEE TABLE CAUTION!! EXI_NG GAS PIPELINES, CONTRACTOR TO VERIFY LOCATION �IF CONTACT GAS PROVIDER PRIG // TO CONSRiUCTION l(14.r.--x. Cltt PROJECT N0, 1037M CC ER� r — FIID� 33011114-0200431-1037GO-EO7685 Q K-2B84 K —LAT 3A L — MAPSCO NO. 05-B W 9 T„7 /SD3 6� I75 Ld Ld _------___- N„owwnarsbelow. - _ - - ---� i��-- C,Ilbef..—dig. o 3ENCHMARKS' W PRIVATE SWALE 2 360 14 00 15 W '6+00 17,00 16 '9 OC I I I 3ENCHMMK NO I: o 30VARE CUT WITH 'X' IN CENTER AT BACK OF CURB )N SOUTH SIDE OF SAL IDA ROAD t 45' WEST OF JAINSTAY WAY CENTERLINE. ELEV 752.6E 3ENCHMARK NO 2: SO CUT WITH 'X' IN CENTER AT BACK OF CURB 40KH OF THE PCCR OF SERRANO RIDGE AT TOPPER RIDGE ROAD ELEV 765,5( DATE RENSION BY =5 STORM PLAN & PROFILE PRIVATE SWALE 2 840 MADERO SENDERA RANCH BOULEVARD CITY OF FORT WORTH DENTON COUNTY, TEXAS 830 Yaw 6060NOM16 tral eaaxaT Su, 4W DaIMa,— 75206 825 DESGN: SNROSCOY DRAWN: FILM 820 •JAMIE SHELTON faS'IpNn SEN1i��• 815 Ia 2a N22 W PMW 469621.0]10 FRN-F-13B5 L.JA PRO Ni600-01 -0112 DATE: W 2022 HORZ, I' - 40' PERT: I' • 4' SIFT W. 53 OF 97 SHEETS ,1111 \ MATCH LINE $FE SHE >, ■J \}FUTURE MP RO_1 I h} ITN \�020DE322STL O.P.R.D.C.T. J 0 20 40 80 ® 5O5 SwALE SEE STORM GRAIN PUN - —FUTURE k PROFLE SHEET 46-47 FOR 80' ACCESS EASEMENT WEST TALED0 DRNE SECTION AND CALCULATIONS, 4:1 9 SLOPES TO BE HYDROSEEDED AND VaL 2030G.� MAINTAINED UNTIL 70% ESTABLISHED P_-- _ \ T. /Illy/ I 15' 1 23 41— NHBI g 65' MAINACE I UI NITS APPROXIMATE TRIBUTARY CEMERUNE W - - - N Ld r ` 1 I � _ w T ( 7 -- - ---- --=---- - I IUJ9 FUTURE Au➢ERO I �\ FUTURE MPDERO,� SOS SCALE SEE STORM DRAIN PUN 6: PROF ILE-4) FOR f SECTION ANDD CALEET 46 RONS, 4:1 SLOPES TO BE HYDROSEEDED AND MAINTAINED UNRL JOR ESTABLISHED FUTURE MADERO FACN SERDERA LLC C 202 1322s3 ta - - gy to ---:.. .. __-...----� - _ -- --- -- -- _ y ��T_,r ] W -- - - ----- I - f ---I- --- ----- -I N Z I I I I r SENDI FUTURE GBMADERO FUTURE' MADERO / I j S I I TM Bil LLC U Q 'l.P2o2z531 O.P.R.D.C.-13T. ---JI MATCH LIME EE I LEGEND n ✓) I I MURE MADERO 713 SPOT ELEVATION I f� ISTA 1339 832.0732.0) F71.31 EXISTING SPOT ELEVATION (V 95' DRAINAGE FISEMENi I FP FlNSHED PAO ELEVATION �I1 Al I TC TOP OF CURB I CJ 1n(� 1389 e M EG EXISTING GROUND dam' FLOW ARROW F EXISTING STORM DRAIN SYSTEM Z 3 ^1 / SOUTHW�'SfERIJ t:AS s 1 I % I CO.2W9S3, 9INC. EB EXPOSED BEAM D.R.T.R.T. VC a0—, LOTA. QZ 1,439 832.77 T TOP OF WALL O B BOTTOM OF WALL -T 1 31. 3 I I CAUTIONH E END OF WALL I EXISTING GAS PIPELINES, yl ICI } PROPOSED STORM DRAIN SYSTEM 3 I CONLRACTOR TO VERIFY LOCATION 1 wgj I RTA CONTACT GAS PROVDER PRI PROPOSED RETAINING WALL Dr I I l a TO CONSTRUCTION _ _ EASEMENT PROPOSED PAVEMENT W PROPOSED ROW nl I.4 1 I m1 I GBTM SENDERA. LLC Q i II FII �TA. 1539 R33.46 CCj'2020-132253 m O.P.R.D.C.T. cil t o l SWALE 2 SEE STORM DRAIN PUN Q 1 I I A PROFILE SHEET . FOR SECTION L I I I n_I I PAID CALCULATIONS. 4:1 SLOPES i0 CITY PROJECT N0. 1037M Of FiJT) I I I 1 �BE HYDROSEEDDO PAID MAINTAINED fID: 30114-0200431-10J]00-EOJ6B5 25' I ISTA OBR 8pi86TABUSHED NT I I I I I %-2J356 Of I I I K-2981 K I; i� I � I MAPSCO N0. OS-B W "TA 1639 83t.1J , . I 95 DRAINAGE EASEMENT_ CAIIN0M -PdiD. Q 3ENDHMARKSH WN—below. w I II ;ENCHMARK NO 1: Q STA 1689 831.51 OUARE CUT WITH 'X' IN CENTER AT BACK OF CUREC I 3N SOM SIDE OF SAUNDA ROAD 3 45' WEST OF 22 +.l •l I I I JE MADERO dAINSTAY WAY CENTERUNE. ELEV 752.0 IENCHMARK NO 2: OUARE CUT WITH 'X' IN CENTER AT BACK OF CURB I I I 6TA t LE34'�EE STORM DRAIN PUN IORTH OF ME PCCR OF SERRANO RIDGE AT I I I I I11 COPPER RIDGE ROAD. ELEV 765.5C I I I 1 & PROFILE SHEET 53 FOR SECTION _ AND CALCULATIONS, 4:1 SLOPES TO I I BE HYDROSEEDED AND MAINTAINED I UNTIL )Di ESTABLISHED I I11 1 I _ •� I'TA 1789 835.21 o I I I I I II I I i I :q�;(1iI I I4 CAUTION!! DATE REVISION BY I 1 EXISTING GAS PIPELINES, TTTq CONTRACTOR TO VERIFY LOCATION GRADING PLAN CONTACT GAS PROVIDER PRIO ~ I 3 TO CONSTRUCRON I I R= I II 'ENOEQ0. LL AADERD UENDERA RANCH 20 182253 I I .P.R.D.5' DRAINAGE EASEMENT ccp2 20° 322253 BOULEVARD C.T- 1 CITY OF FORT WORTH (~i1 it { DENTON COUNTY, TEXAS MyJ� RE MADERO W6D NOW,Dantra PNo,M 169.fi2 • ^. aljlll sane Xa0 EX 2CAS ESML Delaa, T—)5c. SO FRN-F-iDBfi II II STERN GAS PI NE. INC. DESIGN: SMROSCOY LJA PROJECT N0: I I VOL 1543 PG.299 D.R.T.R.T. D9nxN: HORRIs M600-0112 DATE: OCI 2022 S f11 CES.HNG"' SCALE SERWCES, INC. • • �S• HOR2: I' . 40' 1 CDC .2 99539 D.R.T.R.T. I I I 31 i yI II - •JAMIE SHE _TON PERT: N(A 13 I I I 3 S1EET N0. 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NT340-0112 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 Inspection • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of all maintenance actions, and inspections. The log should document the condition of the facility or facilities primary components, mowing, silt, litter and debris removal dates. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. FORT WO RT H Fort Worth °CS Stormwater Management " EXHIBIT D" STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST FREQUENT INSPECTION Inspection Item: Date: Repairs Required: Repairs Made: Notes: Remove: Trash and Debris Remove: Grass Clippings, Leaves, Etc. MINOR INSPECTION: Inspection Item: Date: Repairs Required: Repairs Made: Notes: Overall Condition of Facility Amount of Silt within the Facility Amount of Ponded Water within the Facility MAJOR INSPECTION: Inspection Item: Date: Repairs Required: Repairs Made: Notes: 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