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HomeMy WebLinkAboutContract 62413Date Received: 12/06/2024 Time Received: 3:55 p.m. Permit No.: SWFMA-24-0097 City Secretary No.: 62413 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of , 20 , by and between LNR AIV, LLC, a Delaware limited liability company, hereinafter referred to as "Landowner", the Sendera Ranch Master Association. Inc., and Sendera Ranch Sinizle-Familv Area Association. Inc., hereinafter referred to as "Association" and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the Matthew Ashton Survey, Abstract No. 1, Denton County, Texas according to the deed recorded in Document No. 2023-91440, 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 3 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 assure safe and proper functioning of the Facility. The STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN inspection shall cover the entire Facilities, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner and Association, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner and the Association, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner and the Association, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner or the Association. Such lien shall be perfected by filing in the office of the County Clerk of Denton County, Texas an affidavit STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY 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 FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA; OR FAILURE TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner and Association covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100year frequency flood. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN 8. This Agreement shall be recorded among the land records of Denton County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 9. Notwithstanding anything to the contrary contained or implied elsewhere herein, it is expressly agreed and understood that the liabilities, indemnities and obligations of LNR AIV, LLC as Landowner hereunder shall expire and be of no further force or effect upon the transfer ("Transfer") by LNR AIV, LLC to the Association of legal title to the Facility Property, save and except for any liabilities, indemnities and obligations of LNR AIV, 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 TO REMAIN BLANK] STORMWATER FACILITY MAINTENANCE AGREEMENT 55 Rev. 03/01/2022 BN Executed this day of CITY OF FORT WORTH Dan GTl Dana Burghdoff Assistant City Manager City of Fort Worth Date: Dec 6, 2024 Approved as to Form and Legality: Matthew Murray Sr. Assistant City Attorney City Attorney's Office Date: Dec 6, 2024 ATTEST: Jannette S. Goodall City Secretary Date: Dec 6, 2024 4 � gnu p O� FORt��d �o ono o=d p�a4 pEXA?oa ►o LANDOWNER LNR AIV, LLC a Delaware limited liability company _ a t 1w 9e- By: Nathan Holt Its: Authorized Signatory Date: CSGA-b)mA.-e- aO2N Association [signature on the following page] 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. - I.n Rebecca Owen (Dec 6, 202410:25 CST) Rebecca Owen Development Manager Date: Dec 6, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN Executed this day of CITY OF FORT WORTH Dana Burghdoff Assistant City Manager City of Fort Worth Date: Approved as to Form and Legality: Matthew Murray Sr. Assistant City Attorney City Attorney's Office Date: ATTEST: Jannette S. Goodall City Secretary Date: 20 By: Nathan Holt Its: Authorized ASSOCIATION Sendera Ranch Master Association, Inc., and Sendera Ranch Single -Family Area Association, Inc. �/Xe Its: Board Member Date: 11110112 y Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Rebecca Owen Development Manager Date: STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 7 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on December 6th, 2024 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. k� a Notary Public, State of Texas o`Pav Pia KATHLHN BRADFORD = Notary Public +®* STATE OF TEXAS "'FoFzP Notary I.D. 12197197 My Comm. Exp. Apr. 12, 2027 LANDOWNER STATE OF ARIZONA § COUNTY OF MARICOPA § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Arizona , on this day personally appeared Nathan Holt (name), Authorized Signatory (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of LNR AIV, LLC (entity), a Delaware limited liability company (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 29th day of October , 2024 Notary Public, State of Arizona C �> rr FI' f STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN HOA STATE OF I e-xa S § COUNTY OF �P,4 a il-�- § This instrument was acknowledged before me on IVp bey ey LA , dt q y by, (authorized representative, acting on behalf of the dSenpCc► silt 12- 0.S56C'iC+,►j T7r,c- ---------- =o�.•Y Do,r JESSICA GREER WITT Notary ID #131502346 a �: My Commission Expires �°�`` October 11, 2027 Notar Public, State of STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev. 03/01/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11 /17/2016 EXHIBIT "A" 3.355 ACRE DRAINAGE FACILITY EASEMENT BEING 3.355 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 LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. BY DEED RECORDED IN COUNTY CLERKS FILE NO. 2020-204878, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. TRACT, FROM WHICH THE SOUTHEAST CORNER OF SAME TRACT BEARS SOUTH 0°19'50" EAST, A DISTANCE OF 53.65 FEET, AND FROM SAID SOUTHEAST TRACT CORNER, A 5/8-INCH CAPPED IRON ROD STAMPED "PELOTON" BEARS NORTH 86°57'10" EAST, 1.32 FEET THENCE OVER AND ACROSS SAID LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. TRACT THE FOLLOWING COURSES AND DISTANCES: SOUTH 89°21'40" WEST, A DISTANCE OF 84.22 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 1,254.99 FEET AND A CHORD THAT BEARS SOUTH 84°25'49" WEST, 215.75 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 09°51'43", AN ARC -DISTANCE OF 216.01 FEET; NORTH A DISTANCE OF 462.82 FEET; WEST A DISTANCE OF 23.84 FEET; NORTH A DISTANCE OF 39.86 FEET; NORTH 89°40'10" EAST, A DISTANCE OF 320.00 FEET TO THE EAST LINE OF SAID LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. TRACT; THENCE SOUTH 00°19'50" EAST, WITH SAID EAST LINE, A DISTANCE OF 482.66 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 3.355 ACRES (146,133 SQ. FEET), OF LAND. Aaron C Bro , .P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7t" Street, Suite 300 Fort Worth, Texas 76107 S 682-747-0800 TBPELS Firm No. 10194382 Page 1 of 2 0112EX53.docx April 4, 2022 CURVE CENTRAL ANGLE Cl 9'51'43" LL3 0 50 100 Dc- C cc- O Z LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. C.C.# 2020-204878 R.P.R.D.C.T. 5/8"IRF RADIUS I CHORD BEARING CHORD LENGTH ARC LENGTH 1254.99' 1 S84'25'49"W 215.75' 216.01' N89°40' 10"E 320.00' s 10 ABS� 3.355 Acres (146,133 S.F.) Cl M N 00 W O �n rn 0 a O to ARV EY g�p�C3 2 RY ACT �o EEC C' GRBK EDGEWOOD, LLC C.C.# 2021-227988 R.P.R.D.C.T. POINT OF BEGINNING L2 J RANCHO CANYON WAY (80' WIDE RIGHT-OF-WAY) s N86°57'10"E40 5/8"CIRF 147.48' 5/8"CIRF "PELOTON" BEARS "PELOTON" N86'57'10"E, 1.32' GBTM SENDERA, LLC C.C.# 2020-132253 R.P.R.D.C.T. N N LEGEND a C.C.# COUNTY CLERK FILE NO. X CIRF CAPPED IRON ROD FOUND N IRF IRON ROD FOUND LINE R.P.R.D.C.T. REAL PROPERTY RECORDS, L1 v DENTON COUNTY, TEXAS N P.R.D.C.T. L2 PLAT RECORDS, Wo DENTON COUNTY, TEXAS L3 N L4 HORIZONTAL DATUM: D 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 N THE RESULT OF THE APPLICATION OF A SURFACE ADJUSTMENT FACTOR OP 1.00015063 FROM THE ORIGIN (0,0). DATE: 04/04/2022 EXHIBIT "A" ZPAGE 2 DRWN BY: J.S.G. 3.355 ACRE DRAINAGE FACILITY EASEMENT g I CHKD BY: A.C.B. SITUATED IN THE OF 2 MATTHEW ASHTON SURVEY, ABSTRACT NO. 1 vi PROJ NO. 0112 CITY OF FORT WORTH, DENTON COUNTY, TEXAS SENDERA RANCH EAST PHASE 24 C.C.# 2022-82 P.R.D.C.T. BEARING DISTANCE S00'19'50"E 53.65' S89'21'40"W 84.22' WEST 23.84' NORTH 39.86' LJA Surveying, Inc. Ll4 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 3 CONSTRUCTION PLAN SHEETS: • DRAINAGE AREA MAP • STORM DRAIN PLAN & PROFILES • SWALE PLAN & PROFILES • GRADING PLANS • EROSION CONTROL PLAN A1ee Area SNral Flew 51a Flew C-11u1 Flow CNannN Rbw T 11 NOTES � 1\ m mrml (•Rmi) rycn.l SF4r•ITm• 1l 1Tl111. 1rm,Trm SEAT�•I TYIm Gon[M•M1rWA I, THE EXISTENCE AND LOCATION OF ALL UNDERGROUND 14&� UTLITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM NETHERVAII-ATHEBLE OWNER, DEVELLOPER RDS AND RNORPEN�XIM E ENGINEERN ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO CATCHMENT 052 & OS2A * - CATCHMENT OS1A REFERENCE CA HC5-ta2 DRAINAGE SUMMARY DS-21-0055 CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TIME OF CONCENTRATION CATCHMENT OSSA WAS SUBDINDED FROM CATCHMENT 052, FLOW PATH AND TIMES ARE EQUAL TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT () FLOW PATH \b / ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND \� \m \@ \6 \ \ ( UTILITIES NOT OF RECORD DR NOT SHOWN ON THE C) \ PATR 0 CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL I \ 0 LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO Z _ \ corusTRUCTION. \ _ \ 3 IMMEDIATELY NDTIFY THE ENGINEER OF ANY Al 0 N •\ \\ - \ \ DISCREPANCIES Z 4. SEE APPROVED DRAINAGE STUDY DS-21 -0055 FOR m COMPLETE DOWNSTRE4M ASSESMENT. 0 J \ \ \ 0 50 100 200 w Un \\ _ Oti \ CATCHMENT 052 & 052A \ W TIME OF CONCENTRATION \ \ eM16 \ \ FLOW PATH \ \ \ \ 2.52 W \ ✓' m CITY PROJECT N0. 103480 0 \ \\ \\C/// ���\ ;\• �.WI _ - - X24-0200431-103103480-EO]685 -7126 \ \ D52A •� MACH �� E 6. MA11O. NO 05—C 052 \\\ 6.2B SEE SHEET 35 \ V 35 STORM WATER m mb \ 18 1 2 3 ♦ 5 17 1 , \ FACILITY MAINTENANCE J J e \ , AGREEMENT \ \ 15 \- \` PRIVATE SWALE f!A \ 051 \ OS2 - REACH 1 14 3ENCHMARKS 1770 \ \ \ \ \ OS2\\ p \ 13 \ 3ENCHMARK NO 1 6.28 \ SQUARE CUT WITH 'X' INCENTER AT BACK ES CURB LI ON SOUTH SIDE OF A ROAD t 45' WEST OF \ � © xAINSTAY WAY CENTERLINE.RLIKE.ELEJ 7526S \\ \ \ \ \\\\ Oh \\ 11 3ENCHMARK NO 2- \ 3OUARE CUT WITH 'X' IN CENTER AT BACK OF CURB 052\ \\\\ �'L \\ 10 :O PER RIDGE ROAD. WN OF THE POCIR OF SERRANO RIDGE AT ELEV 765.5C 73 S I+l Ian IrrV ►BMI i � ] W �^ • Id4 I.AI wrlawn• Inr p:rr� .M.au \ B a ou aY fID W H w r e^v r an ar N fa ]ID W ¢o ui IT-F \ W JI,: 'c -gig T r! . Y1• i I j9 ! I u! itr a• cn u1 yl , Mwwl::.vrbit ! ..... u•! ...•ii✓tnKl -.. -f.I[�ID�'( - J.. Y ^ a riIm tI iC•i A... �FryyGry�� � .Tx �, L .. I ]�/11,—��[\ •{'HNn B�')gr C 1 NA ; if -TIC i 11 4I \ PRIVATE SWALE \ 052 - REACH 2 �� \ \\ PRIVATE SWALE DESIGN CRITERIA DATE REVISION BY OS1 -I REACH 1 \ \ \\\ 1 \ FUTURE \\ / \ 1 RATIONAL METHOD OF DESIGN INTERIM CONDITIONS MADERO \ 1R2\\ 2. DESIGN FREQUENCY \ \ STORM WATER \ O.qq \ (A) CLOSED SYSTEM - 5 YEAR DRAINAGE AREA MAP \� FACILITY MAINTENANCE \ (B) CLOSED SYSTEM - 100 YEAR AGREEMENT \ \\ (C) OPEN CHANNEL - 100 YEAR 0013 FOR REINFORCED CONCRETE PIPE 0.015 FOR REINFORCED CONCRETE BOX 9 ,FADER® 0.019 FOR R INFO / GUTTERS 1®/ll \ \ \ \ RAINFALL INTENSITY FROM CITY OF \ \ 1 FORT WORTH STORM DRAIN MANUAL \ _ RUNOFF COEFFICIENTS �']H[t�S� 3 \ � e RESIDENTIAL A-5....... \\ C=0.hoo=7.98 A r EXISTING CONDITIONS C=030 \ III LEGEND CITY of FORT WORTH \ DRAINAGE DIVIDE DENTON COUNTY, TEXAS I PRDPGCEF STORM DRAIN SYSTEM 0 56 LN �aail�, r, CATCHMENT 051 & 051A OS]A \ - W Z EXISTING STORM DRAIN SYSTEM M� \ \ - Z BOfi0 Central ryressway Phane 4fi9.821A]f0 TIME OF CONCENTRATION 3.61 _ Dalas, Texas ]5206 FRN-F-13B6 FLOW PATH \ A-1 DRAINAGE AREA DESIGNATION \ PRIVATE SWALE \ A-1 DRAINAGE AREA ACREAGE DESIGN: FLORES OSJ \ 051 - REACH 2 \ III = WA PROJECT NO.. 562 \\ — SURFACE FLOW ARROW DRANN. BROOME NT600-0112 \ DATE, FEB 2022 \\\ \ NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST iA/ SCALE \\ 46 HOURS PRIOR TO EXCAVATING IN THIS AREA NIExOR2. I- 100' \ O FORT WORTH WATER DEPARTMENT 1-Bi]-392-4'4os04� VERT, N N/A \ AT CC GAS 1-B00-545-6o.,005 �' l TXU ELECTRIC DELIVERY 1-80034 -711-9112 f /ON IL SHEFf N0. CHARTER COMMUNICATIONS 1-81]-509-62]2 A FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-617-392-1234 � az — MATCH LINE SEE SHEET 35 FOR OTHER FACILNIES WWW.TE—E11.ORG OR 1-0-1-1 DF 96 SHEETS •qu! wa me•T u 1•'W nm*n AnLrre6xr ii.e Wynn wneean Nr 1�U r LQ�mHI xri • w-, Wawa � —. Af" 1 lE �l1 r dll •21 . 1-11 os2A \\\ l u I�RF.... 1:1 911...1�.. �. '1AL..-Ali—..�—�'31- -iDi— f✓L—VI_.-. HR. pF u w ne B.0 vm� FM z I>m •. >M� .. 1& � �G ,.- ,-'' NOTES. 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED \ \\ FROM AVAILABLE RECORDS AND ARE APPROXIMATE NEITHER THE OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO \ CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED y� \ TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT 1B2\ ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND lP p,qq UTILITIES NOT OF RECORD OR NOT SHOWN ON THE y� \ PLANS \ \\ 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL 1 \ LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO \ CONSTRUCTION 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. ~ 4 SEE APPROVED DRAINAGE STUDY DS-21-0055 FOR \I COMPLETE DOWNSTREAM ASSESMENT 1 DESIGN CRITERIA 1. RATIONAL METHOD OF DESIGN. I 1 I i� 2. DESIGN FREQUENCY I 1B (A) CLOSED SYSTEM — 5 YEAR 056 (B) CLOSED SYSTEM — 100 YEAR I II (C) OPEN CHANNEL — 100 YEAR n = 0.013 FOR REINFORCED CONCRETE PIPE n = 0 015 FOR REINFORCED CONCRETE BOX 0 019 FOR STREET / GUTTERS it RAINFALL INTENSITY FROM CITY OF I FORT WORTH STORM DRAIN MANUAL 14, 1 2 RUNOFF COEFFICIENTS L'T BECONSTRUCTED WITH 1 BE RESIDENTIAL "A-5" C=0.67 1-798 EXISTING CONDITIONS C=O 30 MADERO PHASE 1 1� I � I �MATCHLINE SEE SHEET 34\_ MATCH LNE SEE ISHEff.:�4 ■I 6A ■I2 Vil ' 6B 16 ' 1 2 3 ] 8 9 10 13 15 3 14 --' ANJ 115 VE� `2] 26 5 `\ 24 22 21 2D ,B 1� 17 1'f— SO 6C 22 14C6D 2.63.>1 02 9 1 �� 5 ] 8 v, 10 11 � 6 t1D a I NCE L \NE �23 22 21 2 \2 1 TO 9 8 19 , 2 19 1 3 18 1] O 1 / 0 2 �3 4 5 3 18 4 1 J \ I 2.B0 5 1 3C 3.3B 1 ] 16 4 BEL AR S 6 >• P � �lA� A �3/�i� n E�—I s X-SA EX 11A 20] RANCHO CANYON WAY 1 79 SD13 AND CHANNEL ? 1 TO BE CONSTRUCTED (I ry ND a WITH M4DER0 PHASE 1 I LEGEND SDs To BE ^ UCTED WITH MADERO DRAINAGE DIVIDE MADERO PH SE 1 .ffL PROPOSED STORM DRAIN SYSTEM FO E g 1 ` — EXISTING STORM DRAIN SYSTEM DRAINAGE AREA DESIGNATION y ly 9 A-1 DRAINAGE AREA ACREAGE MADERO / PHASE 1 PN 103479 �$ y BE FLOW ARROW X-27179 �\ r n� NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST o o 48 HOURS PRIOR TO EXCAVATING IN THIS AREA yI ■ FORT WORTH WATER DEPARTMENT 1-81]-392-44]] 1 r 1 q R EXISTING / ATMOS GAS 1-B00-545-600, CAS ELECTRIC DELNERY 1-B00-J11-9112 - - WELL SITE i E CHARTER COMMUNICATIONS 1-81J-509-62J� -z" FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234 //F����� �( ^v DRILL SITE aoe' O6 FOR OTHER FACILRIES WWW.TEXASBi 1.ORG OR 1-800—s45-6005 III I III III I I �� X �_NO 11 / ;M,j h m 1p 'I f1U �EAK FLOW I� L'FS F1 n IUPnrTS NATURAL GROUND SLOPE 1 50.3 TED 555' N i 0 50 100 200 L—� \ 6/3 CITY PROJECT NO. 103480 FID. 30114-0200431-103480-EO7685 X-2]126 W-2B04 *MIAPSCO NO OS-C OS3 g o �0..5/2^0h� �� 1 UlS Y! FLIJW z.8 c�5 1 B@Vjs / OF 1.0 CFS = 3.B CFS AR PROPOSED PAVEMENT SLOPE 1 309. ENC' WIDTH OF PAVEMENT = 28' DEPTH OF FLOW 0 1457 FEET 3ENCHMARK ND 1- FROUDE NUMBER 0.5 A PER PAVING SHEET 66 5QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB CAL I LLHCU TONS PER FLOW M TER N SOUTH SIDE OF SILING. ROAD t 45' WEST OF �NAINSTAY WAY CENTERLINE. ELEJ ]SZ66 g1 3ENCHMARK NO 2 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB � ]91OH OF THE PCCR OF SERRANO RIDGE AT TOPPER RIDGE ROAD. EL. ]65.SC RENRIETTA r��\xn—RTI I \� \ DATE REVISION BY L INTERIM CONDITIONS DRAINAGE AREA MAP ))� �BE MADE O - CONS TO BE CONSTRUCTED WITH / IE MADEPO PHASE 1 / P 1E 7� ((� E 3 JLIlL�I�JLs CITY OF FORT WORTH DENTON COUNTY, TEXAS W Ye. L o fi0fi0 No Central ryressway GPhane 4fi9.821AT10 RIRN 00 alas, Texas 75206 FRN-F-13B6 DESIGN FLORES UA PROJECT NO.. DWI-N.-BROOME NT600-0112 RAW MIE, fEB 2022 to/ SCALE NI[/4os � VERi, NIA 7 SENDERA RANCH PHASE 24 /CPN 103162 / X-26859 f/orynl E2�p SHEET N0. 35 oix OF 96 SHEETS LAT 4A 1+00 2+00 825 , oIr l 820 f c 815 G4T Gaol Np�r/E� �wlr✓L�E�[�AI I E,� I - s10 / IOC YI AR Hsi 1ol� JAT 4;L JL4AArE B II 805 08 n BOO III 8' WI 'Ci -L9 Z F SIT, 795 o a 790 STA 1+4551 LAT 4A= CENTERLINE CURVE DATA PAV STA 2+18.00 52.45 LT CVO DELTA RADIUS LENGTH CHORD C-L CEWERRO LANE CONNECT TO INLET C3 17-DO.35" 500.00' 14B.44' NB1.09'52 E 147+89' STA I+34.01 UT M= STA 1+47.51 UT M= J PAV STA 2+18.00 (40.85" LT) PAV STA 2+18.00 (54.45' LT) GENDER RO LANE CENCERRO LANE O INSTALL 90 BEND INSTALL 4'a4' DROP INLET NOTES. THROAT=808.70, TOP=609.70 STA 1+29.17 LAT 49- 1 ALL INLETS ARE TO BE CAST IN PLACE STA 1+20.51 UT 4A- FL 27'�804.63 PAV STA 7+00.03 (14.50' LT) UNLESS NOTED OTHERWISE PAV SG, 2+04.50 (40.85' LT) IE,MNV SIIRLI PAV STA 6189.16 (0.00') 2 ALL RADIUS PIPE JDINTS SHALL BE FULLY �'�O STREET GROUTED CD CENCERRO LANE INSTALL - 1 10' SID INLET INSTALL 45' BEND INSTALL 4V BEND LENAND HOMES OF TEXAS LAND TC - $08.53 FL - 803.78 ~ AND CONSTRUCTION, LTD. STA 1+45.81 UT 4B� PAV STA 6+99.95 (14.50' RT1 Z DOC. No. 2020-204878 PAV STA 891 LXT (14.30" LT) I AN SIH I STA 13+90.16 SD4= D.R.D.C.T. INSTALL - 1 10' S10 INLET PAV STA 1+75.50 I41.00" LT) DRAINAGE FACILE TEJ NE STEEP TC - 808.W FL - BOb.78 O CONNECT TO INLET Z GENCERRO UNE EASEMEM m INSTALL END & PLUO SEWER FACIL �s A 1+20.51 UT 4C= EASEMENT lsi PAV STA 6+97.45 (14.50' BIT) TEJANO STREET SCALE 052 - REACH IN j m $� 4�u�+uum SI 1 6' I I CONNECT TO INLET SEE SHEET 54 FOR SECTgN > m �IRS 81Q`A AND C4LUURONS A 106 810.27 I� 37 W STA 98 810.17 9 I 1 cn Q ----- -- - A89810.0] ' RC ��' , 82 809.99 21 RCP _U2LIj jp��RRCP"�' 9 55� � a - Q - - - - - - - - - - - - - 1 __ -� TIIII CENCERRO LANE y**1 " �...1 1I I I 21 - 24 STA 13+73.42 9D4= �•y�A'II �I1]1I BULL WAGON IA A WAY (000 ) I ULL W I / I STREE 3ENCHMARKS: INSTALL 60' BEND WAY STA 1+22.96 UT 48= SRtEE STA OO.OV LAT 4G 3ENCHMARK NO 1 51A 13+87.24 SD4 INSTALL .7 WB CONNECTION DIN SO CUT WITH 'X' LI CEMER AT BACK E CURB INS VO.UV LAI STA 10+80.]9 SD4 JN SOUTH SIDE OF SALINDA ROAD t 45' WEST OF INSTALL 45 WYE CONNECTION SiA W.VO LAi 4B- AAINSTAY WAY CENTERLINE. ELEV 752.6e STA 13+40.79 SD4= PAV STA 4+70.00 (0.00' ) CENCERRO LANE 3ENCHMARN NO 2 PAV STA 1+90,00 (0.00') - SINNS44 THE STALL 4' SO JUNCTION BOX x >pUARE CUT WITH X' IN CENTER AT BACK OF CURB CENC INSTALL STALL 4'Sp JUNCTION BOX 40RTH BE PCCR OF SERRANO RIDGE AT 14+00 13+00 1200 11+00 10 DO 9+50 COPPER RIDGE ROAD. ELEV 765.5C 825 820 820 DATE REVISION BY ITT RA G(3J N r4 E 815 STORM DRAIN PLAN & 820815 NET PROFILE S€�_ \ SD4 & LAT 4A 815 810 �- --� _ ��ItY�lj,"ff�B aT Al� 810 r r-r (n MADE O 810 805 I _ IF-)- J 805 CITY OF FORT WORTH, TEXAS 1411F�, �d�L V TRANSPORTATION AND I NSAL C J' RE�k ✓ ,.,, `) t ~ PUBLIC WORKS _ �L_ . 1 f.�--�11-1111 ENGINEERING DIVISION 805 800,��° b� 800 1.M�.�.�•..�.^y���Es ZA Y `�° R_ I� TI.J•rP�v �^Z=1 T WBIFUF� pE�&y1 Phone 469MIL710 wF9zJiFl1"P =5 f P cIs as-= so S bs 400 _ I/„1 U,-�.`, .@_✓1 O�Tmu '16204 FRN.FAW RN ►-�'"_ " I `^e LJA PRQJ- NO.. B00 795 -i o `n .'s :F D�-='i rt "�;, , . 4 �,{ r swroga f1 / sRusE NT600-onz l y DnTE. FEe z9z2 SCALE 795 700 m <_ m 1< m � 706 •Lu t � ,! A „ �I�.k�J al .�11 F ,✓ t d i-'",,� SHEFf N0 790 785 �`. Ji ✓ ^'^ ✓ 4 LL 1i1i ll 785 es a, az of III 4HEES < \ I G S 2—J'x3' RCB'S 100 YEAR ULTIMATE 2-4'x3' RCB'S WATER SURFACE ELEVATION = \ApAJII98{pI\10 E 5,NTR64 I27EI ESOF 1WINCJL/X 1-3' SD8 ( X3' RCB) 3+OC 1 J 1+DO 0+00 ✓ \ 810 U✓ 805 off' IBF10{ NN( = dm I n-ae,E Plor os:D Pom \ EI�IICE Nc' `q 800 9 WfTE} `UR A��q VRTIi'4 E 6 10 El EVP lTF_ —I WK,I EF P 5- = 9795 HEGV ALIF 98 10J 0790 Afl �F�`IIViI o wTHIA1 � JCS _2�GS 785 Y N �= II ck 780 � IJ AD 5+22.9 `S(250.131 RT) MARES STREET uL Tx00T Pw-1 a1 wlNcwALL EXTENDED cuse-PeR-Re EII� INSTALL 713 SY GROUTED EXISTING GAS WEL SITE ACCESS i0 SD8 (1-3'x3' & 2-4'�3' RCB'S) �.uo— T. n J F93`jm n MA.W,a ex o�eW� z �o L » F, - E recoxo vFlocmcucuumu � Ln Q NOT S = 1 ALL INLETS ARE TO BE CAST IN PLACE d UNLESS NOTED OTHERWISE 2. ALL RADIUS PIPE JOINTS SHALL BE FULLY GROUTED+ a n a 0 REFERENCE PROFILES 0 FOR FLOWLINES Q ROX fIIIVERT SECT N555 ION T 810 810 }✓ 1 far 805 805 I P zol os:D Po JD I E 800 800 1.BEfi UR A� 1,�5,p0 /R IN'_RI IT H EJ�TICN tB61u rTtZ /A -AIL VAf7t-79 r.9' 795 795 I N, TU ZAk GI OL VDT t���i� IPwP HEMIATIIR 9e 790 790 ® o i AT d� InTI =2yg:6 785 785 780 780 x fw BSc 775 1 775 775 1 3ENCHMARKS 3ENCHMARK NO 1: SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB JN 5— SIDE OF SALINDA ROAD t 45' WEST OF xAINSTAY WAY CENTERLINE. ELEV 752.66 3ENCHMARN NO 2- SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB JORTH OF THE PCCR OF SERRANO RIDGE AT POPPER RIDGE ROAD. ELEV 765.5C 810 DATE REVISION BY 805 STORM DRAIN PLAN & PROFILE SD8 800 T 1V ADERO P H AS]E 3 795 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS ENGINEERING DIVISION 790 1.111 � BOfiO No Central ryressway Phane 4fi9.821A]f0 SI00 Dalas,R Texas 75206 FRN-F-1306 785 DESIGN: —OSCOY WA PROJECT NO.. DRAWN. s4N ,OY NTWO-0112 DATE, ES 2022 SCALE iA 780 xORZ. 1" = 40' VERT, 1" = 4' 6xEET NO. 0 o m22 46 1 775 OF 11 SxEER 1-1, Metlr/(.p r I P P44C6-I I � T VOLLME RELEA. MW E' ELEVATION IFT) (T1AFIS, C) FT IAO FTI ICF51 94 ).0 O OOO 1 ]94.1 0.12 0.000 o.00 9 Uo 9 I '/95.0 1 1.148 046 048 1 ]96.0 2 1851 t.JO 176 tt 14 I ]9].0 3 2- 3.12 3$6 )98.0 4.0 2.502 2.45 833 1. 346 )99.0 1.o 2621 2,56 889 414 B00.0 6.o 2]46 Its 11,5> 1181 •Hareem rare nnm aemryoa.rmewre arF9 ]6ayrm9nn emnL SPYIWAY OE&CN CALCULATH)NS Eq. 216. SWM Technical Manual - liydrauks C• 165 Te61 2.4. ISVA1 Tech 1 Manual-14/tlnuFn 11, L- 216 n %anyy�1��yy))jan tl _.. dealA EW )98.) E. )99.3 X �.�.a Ebv 6o0.0 raeboer89nvpetl a8ova 100-vr O= 26 Ul O= 3486 chh m reouvetl milMav -.1- ..N.- Phase 3 Pon& P4HC61e Ykl!! I FREOUFNCY 1-YEAH 5- IOO YEAR PFLOW//CFS11 63 185 318 OUNLOWCFSi 87 131 1 282 11 EL )915.6.3826)0-.3.4 VOD I TO, Of 0 IIO BOTTOM OF PONDIFTI ryOD H�1/C1y, `1941 I N5EL� O(GrF�YM 0��1 21 9.1 I )96.9 ez 9.2 I 1ML0 "I 0.3 I I ]99.1 170 0A I ]99.2 2. 0.5 I ]99.3 316 0.6 I ]99.34 348 0.84 I •'AsmM,Ig fOD.:6bcke9e oI /li_ A.q oubf mal.Yan oerb9 w9->7 srorm eWnc 1-61 Metle1 P- 3100-YR T 111- H-,- o.- 0.1ver oescrlptbn Fbwlch) Wuer5ortxe Channel Salon EHvatio"I"I Velocit 111 0954 HMS O: P43C11a 282 >96.3B o, 1 4949 282 )98.3) 1.14 1 -1 282 )9828 1 *14 1ro99 CuHert Ouhrt 2.3ri'&2.4x1 - - IQ - 1 0688 Pmlaanv Bourcbry 282 )95.92 a.. 1 4884 282 )96.11 3.38 1 488] 282 71"92 44,58 1 4&53 2B2 )95.85 W I `RR8 282 )9438 531 1 4821 .2 )94.1fi 3.BI 1 003 282 7'!Ri 3.95 1 4T14 282 )93.59 5.51 P 3I. Im IM v ­ ROW TOP OF (MIN.) EXISTING GROUND POND Boo 1a INTERIM 100 YR 1,4' WSEL=]9840� REEBOARD PROPERTY LINE 4H 1V O BR% (.IN) 0.50% MIN) MAX) H 1V (MAX) SECTION A -A HIS FP = FP = FP = FP - 8054 005.0 B041 HOS.J 8 10 1 MIN - MIN IN FF1 800.0.1 800.0.1 800.1 FP e6s 4 a � MIN FF = BOD 1 FP "5 2 6 MIN FF D.1 = HO FP = BOBO 15 1 MIN FF = BOB ., TI MIN FF = 14 FP = 805 0 MIN FF = ROD 1 r 3 FP 0 e6s� � MIN FF = BU D- 1 / PRNATE 12 / OWNED FP = OP 805.4 5 9 t t MIN FF = BOD-I IE FP = 805.6 � MIN FF = 8001 10 J FP 806.0 of } i 22 IMP 808.4 � m SD2 MADERO PHASE 1 TO BE CONSTRUCTED LOT LINE EXISTING GROUND 10 MIN ) FP=80290 RWSEERIM EMERGENCY 100 YR WSEL=)98.40 �v SPILLWAY 4H 1V - (MA%) SECTION B-B H'1° (MAX) NTS FP = FP = FP = H03 6 BOB 2 H02 J 4 5 6 N 1) FP = 2.9 t 00 MIN FF MIN FF MIN FF MIN FF - BOB .1 800.1 800.1 I I' E, I ` 800.1 ~ BED MB 4 STR� 1 6 0 O J� ~5 WARM G!!! APPROXIMATE LOCATION EXISTING OVERHEAD ELECTRIC _ LINES, CONTRAGTDR TO .VERIFY LOCATION PRIOR T0. MAX 41 ,2 SLOPE /SLOPE i� N11nn1n IL` a-N�� / � \IIJa'LAIO G � i �a 9ro �1RE ER 100 gR N�111I��tv10.8' �10-A5.]9 WATER SURFACE 9 ���/// ••~4 I TIr 1 HpOD''!9/ EL-IIONG�-9B/.40I/`, MAx a.1 SLOPES 9 HOA/CEVELOPER AND MAINTAINED 1X 211' EMERGENCY y 5)/ACAES SPILLWAY r MA% 4.1 )1 ULTIM TE 100 YEAR SLOPE WATER SURFACE ELEVATION J9BTD m 99� V �\ 10' WIDE ACCESS RAMP AT 15% MA% SLOPE SLOPE ^/ m 2-3'X3' RC B'S RCB 5 I nn 10_0' 3 r _ 0 - NCHO CANYON W- PHASE 1 �- -- MADE ---L TOP OF EMERGENCY 100 VR SD12 MADERO PHASE 1 POND=800.15 WSEL= ]99.40 TOP TO BE CONSTRUCTED 2% ACCESS ROAD POND=B001. CROSS SLOPE SPILLWAY FLOWLINE=]98.]0 NMAX) - 216' SPILL AY MAX) OUTFACE STRUCTURE EXISFING GROUND 1-3'x4' BOX 1-3'x4' BOX FL=-EB FL=]9436 1-3'x3' BOX 1-3'x3' BOX FL=79436 FL=79396 SECTION C-C NTS N 0 20 40 80 0 h( 3ENCHMARKS: I 3ENCHMARK NO 1 \ ^\3ENCHMARK 60UARE CUT WITH YS LI CENTER AT BACK E CURB 9N STAY SIDE NT RLINE.A ROAD t 45' WEST OF AAINSTAY WAY CENTERLINE. ELEV 752.66 R14D-]94A0 NO 2 ?DUARE CUT WITH X' IN CENTER AT BACK OF CURB JORTH OF FILE PCCR OF SERRANO RIDGE AT TOPPER RIDGE ROAD. EL. ]BS.SC RON-)94.)8 RUN-)B5.69 ROAW]95.8) �) .\ DATE REVISION BY CR K EDG DOD 88 C.CN 2021-22]988 T DETENTION POND PLAN 96� MADE O f PHASE 3 H ` CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS ENGINEERING DIVISION SENDERA RANCH EAST cPNAsE 21 .A,_ LM�wila Ys 6060NOI�C .IEllP mMy Phone 469&21.0710 T Du Daaas, Texas 76206 FRN-F-1388 ' CAIIIINPM WA PROJECT NO.. OPAN,k GILWIWb NTKO-0112 OAI E. FEB 2022 i SCALE OANIEL J. 6ETfEN HOR2. 1- = 40' 4o5W ERL NIA �rOx LS` SHEET NO lUtiA(1 os 0) 202x j OF 96 SHE- )a I I 2 N 805 4 1J 3U2.4B TC=B 1 9� TC (TYPE A)EN-G jC=80364TC=N0309 1 2 TC=B01.SO (U■' TC=0a 'C=�r.�B03.6yTCr.69 =003_ 298 TC- FP= n / x39 3.2 2 805.2 16 W _ (TYPE A) D 20 40 80 EB=O �a FP= LLl 805.0 16 I 7o� , TYPE A) EB=0.4' EB=D4.In k [ m I FP= 8'C is \ (TYPE A 41 TCH .LI�I M SLOPE 1 E FP— =0.4' e I Im 805.1 13 {a (TYPE A) V 1 EB=04. I F I}1 �805. 12 #N (TYPE A) � Ile `EB=04' 805.6 tt .,Ifn (TYPE A) P= 806.0 10 TYPE A) _ _47a w~ TC5804 12 04.4E y TC=8`D4 Jl TC Q4.41 1 j\ 4\ 21 22 w I FP-FP 7 0�6.4 TYPE A) B 9 FYP E RED SANDS TRAIL III: JI ItLI 5V C"1E9S6J TC=800.90 �11 799 9� TC=B00.30 TG_199.67.. �1 , os -- 999 MAX 41 J I N SLOPE RFTAINInr 1NNI(IONSTUF PROPOSED RETAINING WALLS INCLUDING FOUNDATIONS, FOOTINGS, 11 ETC. FSI7HHALL BUT EXTEND INTO THE RIGHT-OF-WAY. 2 THE MAINTENANCE OF RETAINING WALLS SHALL BE THE RESPONSIBILTIY 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. NvVvv 1 TYPICAL PAD SIZES ARE 40' % JO' UNLESS CAUTION.. DIMENs,oNED OTHERWISE EXISTING GAS PIPELINE & 2 FINISH FLOOR ELEVATION (FF) IS ASSUMED TO ELECTRIC LINES. CONTRACTOR TO BE 1 10' ABOVE FINISHED PAD (FP) /ERIFY LOCATION & CONTACT GAS 3 FF ELEVATION SHALL BE A MINIMUM OF 2' ULTIMATE 100-YEAR FLOODPIAIN ABOVEELEVA PROVIDER PRIOR TO CONSTRUCTIO IONE 4. MAXIMUM EXPOSED BEAM (EB) SHALL BE 0.7' AS MEASURED FROM FINISH PAD (FP). 5. FINISHED PAD MUST BE OB' ABOVE THE HIGHEST POINT ON TYPE 'A' LOTS. EXISTING GAS 6. AMA%IMUM DRIVEWAY SLOPE OF 12% IS WELL SITE ACCESS PERMITTED TO AVOID DROP GARAGES. IF A \ ROAD DROP GARAGE IS REQUIRED, THE MAXI UMUM DRIVEWAY SLOPE SHALL BE 10� J DROP GARAGES ARE ALLOWED UP TO A MAXIMUM OF 10' E. ALL DRIVEWAYS ARE TO BE PLACED ON THE � i A � 9 ALL WORK — BE PERFORMED ACCORDING 111l11MAY 25, 2021 PERFORMED BY ALPHA TESTING. — G�?-- 1'ial C 60 /I111111111� URADI N" KF MAP NTS 2• EXCAVATION m IMIT m T - 2 N 2— DESIGN— F PAD 2. PAD ELEV. -I2 PAD ELEV. FINAL SWALE AS 4 2' 0.5' SHOWN ON PLAN 'EXCAVATION GRADE PAB LIMIT EXCAVATION NOTES A CONTRACTOR IS TO BUILD PAD 2' BEYOND DESIGN PAD B CONTRACTOR IS TO CUT SWALES 0 5' BELOW THE DESIGN SWALE C CONTRACTOR IS TO "DAYLIGHT" OVERCUT SWALES TO TOP OF CURB PAD EXCAVATION DETAIL NTS SO ROW B- e �.I PAD 2 2 PAD TYP A R.O.W IS TO BE GRADED AS A 1/4- PER FOOT FALL TO THE STREET. B. FRONT YARD TO BE GRADED AT A 3.1 SLOPE, 2' OFF THE FRONT CURBS SHALL BE BACKFILLED WITH UTIDTY SPOILS TYPICAL GRADING CROSS SECTION NTS r EWALE- 4TOE OF WALLINNG WALL SIDYARD WALL RETAIL NTS �=f k< FI \� _[ LEGEND 71.3 SPOT ELEVATION )1 3 EXISTING SPOT ELEVATION N FP FINISHED PAD ELEVATION ED ED EXISTING GROUND ED ED FLOW ARROW EXISTING STORM DRAIN SYSTEM Z EBB EXPOSED BEAM VG VALLEY GUTTER Z T TOP OF WALL m B E BOTTOM OF WALL END OF WALL PROPOSED STORM DRAIN SYSTEM PROPOSED RETAINING WALL 1'D INDICATES SIDE OF LOT WHERE W DRIVEWAY MUST BE LOCATED Q a CITY PROJECT NO. 103480 CZ FIG. 30114-0200431-103400-EO7605 Q X-2J126 W-2804 MAPSCO NO. 05-C i 3ENCHMARKS: WM" 3ENCHMARK NO 1 SQUARE CUT WITH 'X' IN CENTER AT BA MINSTAY WAY DEN 3OUARE CUT WITH "X" IN CENTER AT BACK OF CURB JORTH OF THE PCCR OF SERRANO RIDGE AT TOPPER RIDGE ROAD. ELEV J65.5C z /B—IND Dwawc W "D D DATE z REVISION BY GRADING PLAN MADERO PHASE 3 CITY OF FORT WORTH DENTON COUNTY, TEXAS LMIr. 6060 ND Cen sway 6xls 6B Dalas, Teas 15206 DESIGN: SANTOSCOY DRAWN. GRA T- r � s p1a.22 1A Phone 469MU710 FRN - F19IW N/A IE1T NO. 50 36 SHB J 1 I LEN%AR HOMES OF / CAUT ON TEXAS LAND EXISTING GAS PIPELINES, INSTALL SEDIMENT AND CONSTRUCTION, CONTRACTOR TO VERIFY BARRIER ARER FNAL LTD LOCATION & CONTACT GAS E) ARNINGI I I GRADING AND OR DOC. No. 2020-204878 PROVIDER PRIOR TO 821 APPROXIMATE LOCATION AFTER PAVEMENT D. R.D.C.T. CONSTRUCTION EXISTING WATER LINES, CONSTRUCTION CONTRACTOR TO VERIFY LIMITS OF DISTURB4NCE_�— -- LOCATION PRIOR TO - _ CONSTRUCTION 2 INSTALL INLET B19 \ 1 1 1 1 PRO�CCTION \\\\ \ 16 1 21 3 5 1 ] B 91 10 11 131 — f8'B - - \ \ 15 NARANJ DRIVE 14 \; 1 2] 126 25 24 73� 22 21 22 19/ 18 1] 16J 15 \\ \ I � I I � I 1X / 14 __ 1_ \ \ \ \ 22 12 / 13 0-INSTALL SEDIMENT \ 1 I 121 1 20 \ \\ \\ 11 1 I� BARRIER AFTER FINAL \ \ �\ 1 \ 1 3 / 15 ] B 10 111 12 `` GRADING AND OR \ \ \ \ / _ •k 12 GRADING PAVEMENT \ \ '.\ _`` 4. _ 1►� �H� CONSTRUCTION \ \ 9 OlEN�ERRO LA _ ° 13 A` 24 t23 22 21/T 20 I 12 1 11 9 8 ] T 1 21 0YO f \ 5 20 1 \\ 1 \ 2 19 i] _ 1 1 - - 1 +2 3 4 15 6 1 17 I- m-\\ 17 3 16 \ \ \\ \ \\ 4 1 iB - 800._ 14 P ¢ I ] 14 I Z 6 11F, I BLOCK 144, LOT I B 13 ] 12 PRIVATE -1 LENNAR HOMES OF -1lI ~ I �� w HOA/DEVELOPER TEXAS WJD II ~ B y OWNED AND LTD g I I I I I MAINTAINED AN O CONSTRUCTION, I 9 \ 12 B 1 I (� OPEN SPACE DOC No 2020-204B78 \ \ 5.957 ACRES DRDCT 10 \ 1)J' J 9 1 10 _ II I11 3 I 00 D I 1 WAS HOOWN ARE4 1 •18 1 20 1 22 EROSION CONTROL- 15 SURFS TO BE LO III - • FIT MADERO PHASEASE 11 TO 8 BE MAINTAINED � OUGHOUT CONSTRUCTION WASTE AND MATERIALS STORAGE LOCATION (SEE NOTE - TENTATIVE CONSTRUCTION P g I ENTRANCE LOCATION (SEE NOTE #6) 08 I �4 I u ❑ _1 1 ARNING!.! ARNING!.! i� A RO%IMATE LOCATION APR %MATE LOCATION o EXISTING OVERHEAD ELECTRIC EXISTING WATER LINES, CONTRACTOR TO VERIFY UNES, CONTRACTOR TO LOCATION PRIOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION CONSTRUCTION53 LEGEND DE —WATERING CALCULATIONS SEDIMENT BARRIER TO BE----------- 1/ INSTALLED PRIOR TO ANY DE -WATERING RATE= VOWME/TIME (2-YR. 24- ) LAND DISTURBANCE OR 133,B23 CF/(36 HR•60MIN/HR•605EC/MIN) INITIAL GRADING N 1.033 CFS (SEE DETAIL SUIT 94) OUTFALL PIPE 0 05% HAS A 3.3 FPS MAXIMUM VELOCITY SEDIMENT BARRIER TO BE ♦HHN��HNHNHH��- CD �y INSTALLED AFFER FINAL I / N GRADING ANDAFTER --- --. -- — QD FAIRCLOTH SKIMMER SIZING PAVEMENT CONSTRUCTION o / AND CURB BNCKACKFlLL (O VOLUME = 133,823 CF DE -WATER TIME = 38 HR z SKIMMER SIZE = B" ORIFICE DIAMETER = 6.5" GRADING LIMBS & LIMITS OF THIS :OTE COMWICT CT SEE SHEET 94 FOR FAIRCLOTH SKIMMER DETAILS INLET PROTECTION —' z / o too zoo SEDIMENTATION BASIN SIZING' SURFACE Flow ARROW m 0 5 PER TCEQ TPDES STORMWATER GENERAL PERMITS T%R15000 AT 360D ROCK CHECK DAM n r CF STORAGE PER ACRE CONSTRUCTION DISTURBED AREA: 36.3 ACRES ENTRANCE EXIT SITE 2-YEAR/24 HOUR VOLUME TRUCK WASHDOWN AREA +�+ • M TEMPORARY SEDIMENTATION F V-AREA X DEPTH X RUNOFF COEFFICIENT B4SIN 0LL SEDIMENT 43.560 SF 0 14 IN1 RROTECTIVE FENCING FOR Q -363 ACRES X X24 HR X 1 HR X 12 T X 0.30 E%ISTING CANOPY TO BE_IER PRIOR TO ACRE DISTURBANCE PRESERVED -132.823 CF WASTE AND MATERIALS SEDIMENT STORAGE VOLUME. 1,000 CF STORAGE LOCATION NSTALL ROCKHECK MM REQ STORAGE VOLUME 133,823 CF =4,956 CY STORAGE VOLUME PROVIDED: 8,818 CY(43' AVERAGE DEPTH OVER SEDIMENTATION AREA OF 2 85 AC) CRY PROJECT NO. 103480 ED. 30114-0200431-1034BO-EO]6B5 Q NOTE'. X-2]126 TEMPORA YPROTECTIVE • 2 YN/24 HOUR RAINFALL INTENSITY FOR DENTON COUNTY W 2804 FENCING FOR E%ISTING IS O 14 IN/HR PER THE NCTCOG 2014 ISWM MANUALMAPSCO NO OS-C CANOPY TO BE • 100 YR/24 HOUR RAINFALL INTENSITY FOR DENTON COUNTY PRESERVED DURING IS 039 IN/HR PER THE NCTCOG 2014 ISWMMANUAL CONSTRUCTION ACTIVITIES T9B/ NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA. FORT WORTH WATER DEPARTMENT 1-81]-8]1-8296 3ENCHMARKS: L ®.I ATMOS GAS 1-866-332-B66] TXU ELECTRIC DELIVERY 1-B00-242-9113 3ENCHMARK NO 1 PROPOSED TEMPORARY 6QUARE CUT WITH X' IN CENTER AT BACK OF CURB SEDIMENTATION BASIN CHARTER COMMUNICATIONS 1-817-392-62]2 ON SOUTH SIDE OF SALINDA ROAD t 45' WEST OF / DURING CONSTRUCTION FORE WORTH TRANSPORTATION/PUBLIC WORKS 1-81]-392-0100 —STAY WAY CENTERLINE. ELEV ]52.65 ]96 205 ACRES FOR OTHER FACILITIES WWWTEXASB110RG OR 1-800-545-6D05 -� 3ENCHMARK NO 2 3 NJACECHM CUT WITH X' IN CENTER AT BACK OF CURB JORTH OF HE PCCR OF SERRANO RIDGE AT )� / 1 THE DEVELOPER SHAILL PERFORM WEEKLY -PP INSPECTIONS AND SHALL TOPPER RIDGE ROAD. ELEV ]BS.SC CONDUCT A RAIN EVENT INSPECTION IF THE CITY OF FORT WORTH qa __ REQUIRES IT. ___INSTALL SEDIMENT 2. PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMENT STAGING AREA .. BARRIER PRIOR TO AND EQUIPMENT LAYBOWN AREA LAND DISTURBANCE I 3 PRIMARY OPERATOR IS RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND INSTALL ROCK MAINTAIN THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND CHECK DAM FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL. (TCEO \ \ C TXR150000) V w GREK EDGEWOOD LLL\ 4 PRIMARY OPERATOR SHALL IMMEDIATELY HYDROMULCH ALL DISTURBED DATE REVISION BY f >C C# 2D21-227980 AREAS AT THE COMPLETION OF ALL GRADING ACTNITIES WITHIN THE 10D 'PB R.P.R.D.C.T. YEAR FLOODPLAIN E 5. IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE, ISWM CONSTRUCTION I . \ THE CONTRACTOR RESPONSIBLE FOR MAINTAINING EROSION CONTROL SHALL PLAN 1� PROVIDE STREET CLEANING ON PUBLIC STREETS ON A DAILY BASIS EARTH E MATERIAL 15 NOT PERMITTED TO ACCUMULATE DN ANY PUBLIC STREETS USE OF WASH WATER WASH SEDIMENT FROM SEIS PROHIBITED 6, CONSTRUCTION ENTRANCE E TO BE DETERMINED BY OWNER �����® ]. ALL PARKLIND, RIGHT OF WAY (ROW) CORNER CLIPS, AND TRAFFIC DIVIDERS WILL BE MAINTAINED AND MOWED BY THE CONTRACTOR FOR HIGH ����� S EROSION CONTROL MEASURES GRASAND WEEDS EVERY 14 DAYS TO BE INSTALLED WRIT B ANY PARKLAND, RIGHT OF WAY (ROW), CORNER CLIPS, AND TRAFFIC MADERO PHASE 1 DIVIDERS THAT WERE DISTURBED DURING CONSTRUCTION WILL BE PUT TO BE MAINTAINED BACK IN THEIR ORIGINAL STATE OF BETTER. THROUGHDUT CONSTRUCTION 9 IN THE EVENT, GRASS HAS BEEN DISTURBED ON PARKLAND, IN THE RIGHT CITY OF FORT WORTH A / A WAY, CORNER CLIPS, OR TRAFFIC DIVIDERS CWILL RESTORE aa cRAss css WILL BE ESTABLISHED THE CONTRACTOR AT 100% By THE corvTRACTOR DENTON COUNTY, TEXAS 1 10. FOR PARKLAND, ROWS/ MEDIAN. CONTRACTOR WILL USE CLEAN TOP SOIL J WITH NO ROCKS TO BACK FILL BEFORE LAYING OF SOD OR HYDRO SEEDING Lm Y� 11 GRADING TO BE INSPECTED BY PARD AGENT B17-392-5700 PRIOR TO fi0fi0 Central xpTeaaway Phone 469MIL710 SEEDING OR SOD. D-1— 75206 FRN-FAA 12. DELIVERY TICKETS OF CLEAN SOIL WILL BE FURNISHED ASAP ON REQUEST BEyE.B_ FORES LJA PROJECT ND.. THIS IS IN ACCORDANCE WITH SECTION 33-1 AS IT RELATES TO RESTORATION OF THE ROW OPAMTk BROpyE NTKQ-0112 I_ 13 FINAL LOCATION OF ONSITE WASTE AND MATERIALS STORAGE TO BE DALE. FEE 2022 DETERMINED IN THE FIELD. k ,{',(�'jI��I (c' T�,Ty�Lc'(JI �j�,pp� 11 SCALE LRUSIUN C�I N[ I.fE15UNE5�A7�; ONLY BE PLACED IN FRONT OF INLETS, IN OPNIEL�ETTES HORZ. 1-= 111' CHANNELS. DRAINAGEWAYS OR BORROW DITCHES AT THE RISK OF CONTRACTOR. VER, N/A TOTAL DISTURBED: CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY FHE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO SHEFf NO 36.3 ACRES BLOCKED DRAINAGE AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, CNA DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE BREDGm !t OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESUL7 6r%I!e% ✓ 3 OF EROSION CONTROL MEASURES. ., OF 96 6HEE15 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11 /17/2016 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip - Rap REPAIRS REPAIRS DATE REQUIRED MADE NOTES STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11 /17/2016 Condition of filtration system Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11 /17/2016