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HomeMy WebLinkAbout064421 - Construction-Related - Contract - CND-PO1 Ventana, LLCDate Received: 12/5/2025 Time Received: 2:54 p.m. Permit No.: SWFMA-25-0081 City Secretary No.: 64421 DRAINAGE CHANNEL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 5th day of December 2025, by and between CND -POI Ventana, LLC, a Texas limited liability company, acting by and through Garrett Lust, its duly authorized Land Development Manager, hereinafter referred to as "Landowner", the Ventana Homeowner's Association, a Texas nonprofit corporation, 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 0.005 acres of land situated in S.A. & M.G. R.R. CO. Survey, Abstract No. 1903, Tarrant County, Texas and being a portion of a tract of land described to CND -POI Ventana LLC according to the deed recorded in D224191530, Official Public Records, Tarrant 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 Ventana West - Parkway, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water 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 Drainage Facilities be constructed and maintained on a portion of the Property; and; WHEREAS, the City requires that on -site Drainage Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including the Association, the location and dimensions of which is shown and OFFICIAL RECORD DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN CITY SECRETARY FT. WORTH, TX more particularly described by metes and bounds in the attached Exhibits "Al and A2" ("Facility Property"); and; NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner and Association, its successors and assigns, shall adequately construct and maintain the on -site Drainage 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 Drainage 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 Drainage Channel 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 Facility, 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 and DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN Association, 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 Association, its successors and assigns, fail to maintain the Facility in good working condition acceptable to the City, 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 and Association's. 5. The Landowner and 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. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOCIATION AGREE TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ASSOCIATION COVENANT AND AGREE AND DO HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association covenant and agree that no habitable building shall be erected within the drainage channel outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage channel, which do not impede drainage. Landowner and Association covenant and agree that no habitable building shall be erected on the above property abutting such easement 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 Tarrant County, Texas, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association, for so long as such party owns an interest in the Property. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN 5th December E d h• d f 2025 xecute t ts____ ay o _______ CITY OF FORT WORTH Jesica McEachern Assistant City Manager City of Fort Worth Date: 12/05/2025Approved as to Form and Legality: M.Kwirv Alw�fJ II M. Kevin Anders, II (Nov 4, 2025 09:43:06 CST)M.Kevin Anders, IIAssistant City AttorneyCity Attorney's OfficeD 11/04/2025 ate: __________ _ ATTEST: Jannette S. Goodall City Secretary Date: 12/05/2025 DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 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 reportin requirements. Kandice Merrick Planning Manager D 11/04/2025 ate: _________ _ 5 STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on December 5th, 2025by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. KATBLFEN BRA FORD x h Notary Pu61'c �G r STATE OF TEXAS Notary I.D. IZ197197 My Comm. Exp, Apr. 12, 2027 K 8�a�%d Kathleen Bradford (Dec 5, 2025 09:50:10 ST) Notary Public, State of Texas DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN LANDOWNER CND -POI Ventana, LLC a Texas limited liability company By: DM WEEKLEY, INC. a Delaware limited liability company its Manager By: Garrett Lust Its: Authorized Agen S/ ignatory Date: I STATE OF TEXAS § COUNTY OF 1)", BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared C- L �'j % % (name), 4, +�e ri 2 A ,r V., + (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 L L C_ (entity), a L'ebt�,-VAi CL- r.�c:v�\� (entity type) and in the capacity therein stated. GIVEN UNDER MY HANDANDSEAL OF OFFICE this Z-6 41 day of ��.I� , 20 Kimberly L. Blair Notary Public, S 'reolff'exa; My Commission Expires W, t 7/3012026 Notary ID 5852213 3 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN ASSOCIATION Ventana Homeowners Association a Texas nonprofit corporation By: K. Taylor Baird Its: Vice President Date: STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeareOCV-0,,' (l/ <?::,Gi ;r A (name), V " cQ (r—SSA'r (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 v Qn A4V\ 0- 0&1Q6W,-,Qr-S O-SSOC.�-: 0-'1 (entity), a e 4 Q n an ��� Coy- Q sr. a�r� (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �Aa day Of lutvy-y- , 2025 . L �•��Q: •� PAY P�'6� • : Q'�� 2 iTFDFt 63 O •7?896?�•'' L(b otary Public, State o DRAINAGE CHANNEL MAINTENANCE AGREEMENT 8 Rev. 03/01/2022 BN ASSOCIATION Ventana Homeowners Association a Texas nonprofit corporation • v By: E. Peter Pincoffs III Its: President Date: W 1 ZSi Z STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared & ?-e-A& Tim (name), (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 '`f@e-,*V\eX- CtrZC! 2.+►`ar (entity), a e-xas (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this rd day of WO6 , 20 0�. X Notary Public, State of Texas pTECF�� ' 042(3 DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN E ASSOCIATION Ventana Homeowners Association a Texas nonprofit corporation ` 1 i By: Matt Mildren Its: Secretary Date: k0 11,51 Z626 STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared r r\&-i- • ,n-\%' CV-r /-\ (name), (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 UQr`VV-N'qL (entity), a �2K,!2-�(- 0-0r?-t� o-, (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this` r"L day of C� , 20 R5. Notary Public, State o Texas co i 0412o�•L0\\\\\\ DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10 Rev. 03/01/2022 BN EXHIBITS "Al AND A2" LEGAL DESCRIPTION DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11 Rev. 03101/2022 BN EXHIBIT "A-1" 0.005-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.005 ACRES OF LAND SITUATED IN THE S.A. & M.G. RR. CO. SURVEY, ABSTRACT NO. 1903, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO CND -PO 1 VENTANA LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224191530, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY LINE OF A TRACT OF LAND DESCRIBED TO CND -PO 1 VENTANA LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224191530 OF SAID OFFICIAL PUBLIC RECORDS, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND (HEREINAFTER REFERRED TO AS "CAPPED IRON ROD FOUND") FOR THE NORTHWEST CORNER OF SAID CND -PO 1 VENTANA TRACT BEARS NORTH 03°01'45" WEST, A DISTANCE OF 46.04 FEET AND FROM WHICH A CAPPED IRON ROD FOUND FOR THE NORTHWEST CORNER OF LOT 1X, BLOCK 26, VENTANA PHASE 513, AN ADDITION TO THE CITY OF FORT WORTH, TEXAS AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE NO. D222149165, PLAT RECORDS OF TARRANT COUNTY, TEXAS BEARS NORTH 89°27'37" EAST, A DISTANCE OF 1377.00 FEET, THENCE NORTH 89'27'37", WITH SAID WESTERLY LINE, A DISTANCE OF 8.00 FEET TO A CAPPED IRON ROD FOUND FOR A REENTRANT CORNER OF SAID CND -PO 1 VENTANA TRACT, THENCE OVER AND ACROSS SAID CND -PO 1 VENTANA TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 00'32'23" EAST, A DISTANCE OF 24.71 FEET, SOUTH 44'27'37" WEST, A DISTANCE OF 4.36 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET AND A CHORD THAT BEARS SOUTH 42-23'30" WEST, 7.22 FEET, WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 4-08'14", AN ARC -DISTANCE OF 7.22 FEET TO SAID WESTERLY LINE; THENCE NORTH 00'32'23" WEST, WITH SAID WESTERLY LINE, A DISTANCE OF 33.08 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.005 ACRES (230 SQ. FEET) OF LAND. z Aaron C. B' own—,, R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 71" Street, Suite 300 Fort Worth, Texas 76107 817-288-1900 TBPELS Firm No. 10194382 Page 1 of 2 (Revised October 29, 2025) May 15, 2025 P.�G1STfR° ..%aA... 6702...v.... CUCR1 E I CENTR0A8L 1 ANGLE I ROADIUS I CHORD BEAARI G I CHORD 7.2L2ENGTH I ARC7 �E2NGTH LINE BEARING DISTANCE L1 N89'27'37"E 8.00' L2 S00'32'23"E 24.71' L3 S44'27'37"W 4.36' L4 N00'32'23"W 33.08' L5 NO3'01'45"W 46.04' 11 0 100 200 KL BUY 5 LLC SVRJ�� C.C.# D224187768 O.P.R.T.C.T. GO.1g0� � I • Ro G• R NO• h RPG (REMAINDER OF) C P,�S PMB SWFW DEV CO LLC C.C.# D224176444 O.P.R.T.C.T. 27 SEE ix �- DETAIL "A" V �J POINT OF N89'27'37"E 1377.00' BEGINNING 1 x 26 HIGHLAND HOMES - DALLAS LLC \ C.C.# D224194263 U m w O.P.R.T.C.T. � v w 0.005 ACRES M .O (230 SQ. FEET) U NO ^No, OUH =N U w>M : I--:O N 0 C14 H Q NQ� N I Z N� ZO CND -PO 1 VENTANA LLC Z ". WNikO wU J C.C.# D224191530 > J 0.P.R.T.C.T. M " U-OIt a. OU�p H >nU W W � 0 N ~ Z NO� w N C3 HIGHLAND HOMES - DALLAS LLC `gym ci C.C.# D224194263 DETAIL "A" M O.P.R.T.C.T. (NOT TO SCALE) a JI /POINT OF LEGEND I BEGINNING Ll I 5/8" CAPPED IRON ROD FOUND STAMPED "LJA SURVEYING" ` N UNLESS OTHERWISE NOTED \ �-J -I � C.C.# COUNTY CLERK FILE No. O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, 0.605 ACRES—""��43 TARRANT COUNTY, TEXAS (230 SO. FEET) G P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS BEARING OF BEARINGS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE, (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012. (REVISED 10/29/2025) DATE: 05/15/2025 EXHIBIT 11 A - 1 11 , PAGE 2 DRWN BY: S.A.T. LJA Surveying, Inc. 41A 0.005-ACRE STORM WATER FACILITY 3017 West 7th Street Phone 817.288.1900 CHKD BY: A.C.B. MAINTENANCE AGREEMENT Suite300 OF 2 SITUATED IN THE S.A. & M.G. RR. CO. SURVEY, ABSTRACT No. 1903 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 PROJ NO. 0171 IN TARRANT COUNTY. TEXAS EXHIBIT "A-2" 0.614-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.614 ACRES OF LAND SITUATED IN THE S.A. & M.G. RR. CO. SURVEY, ABSTRACT NO. 1903, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO CND -PO 1 VENTANA LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224191530, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID CND -PO 1 VENTANA TRACT FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 200.00 FEET AND A CHORD THAT BEARS NORTH 81-27'32" EAST, 55.68 FEET, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND (HEREINAFTER REFERRED TO AS "CAPPED IRON ROD FOUND") FOR THE NORTHWEST CORNER OF SAME TRACT BEARS NORTH 01°28'23" WEST, A DISTANCE OF 122.77 FEET AND FROM WHICH A CAPPED IRON ROD FOUND FOR THE NORTHWEST CORNER OF LOT 1X, BLOCK 26, VENTANA PHASE 513, AN ADDITION TO THE CITY OF FORT WORTH, TEXAS AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE NO. D222149165, PLAT RECORDS OF TARRANT COUNTY, TEXAS BEARS NORTH 89°27'37" EAST, A DISTANCE OF 1377.00 FEET, THENCE OVER AND ACROSS SAID CND -PO 1 VENTANA TRACT AND WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 16°00'09", AN ARC -DISTANCE OF 55.86 FEET; THENCE NORTH 89°27'37" EAST, CONTINUING OVER AND ACROSS SAID CND -PO 1 VENTANA TRACT, A DISTANCE OF 2.86 FEET TO THE EASTERLY LINE OF SAME TRACT, THENCE SOUTH 00'32'23" EAST, WITH SAID EASTERLY LINE, A DISTANCE OF 85.00 FEET TO A CAPPED IRON ROD FOUND FOR A REENTRANT CORNER OF SAID CND -PO 1 VENTANA TRACT, THENCE WITH THE NORTHERLY LINE OF SAID CND -PO 1 VENTANA TRACT, THE FOLLOWING COURSES AND DISTANCES: NORTH 44°27'37" EAST, A DISTANCE OF 14.14 FEET TO A CAPPED IRON ROD FOUND; NORTH 89'27'37" EAST, A DISTANCE OF 845.00 FEET TO A CAPPED IRON ROD FOUND; SOUTH 45'32'23" EAST, A DISTANCE OF 4.57 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 170.00 FEET AND A CHORD THAT BEARS SOUTH 74'48'12" WEST, 86.03 FEET, THENCE OVER AND ACROSS SAID CND -PO 1 VENTANA TRACT, THE FOLLOWING COURSES AND DISTANCES: WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 29°18'51", AN ARC -DISTANCE OF 86.98 FEET, SOUTH 89'27'37" WEST, A DISTANCE OF 777.86 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET AND A CHORD THAT BEARS SOUTH 81'03'56" WEST, 29.20 FEET, WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 16-47'23", AN ARC -DISTANCE OF 29.30 FEET, SOUTH 72°40'15" WEST, A DISTANCE OF 27.42 FEET TO THE WESTERLY LINE OF SAID CND -PO 1 VENTANA TRACT, Page 1 of 3 EXHIBIT "A-2" 0.614-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT THENCE NORTH 00'32'23" WEST, WITH SAID WESTERLY LINE, A DISTANCE OF 104.43 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.614 ACRES (26,728 SQ. FEET) OF LAND. Aaron C. L7.�P. L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 71" Street, Suite 300 Fort Worth, Texas 76107 817-288-1900 TBPELS Firm No. 10194382 Page 2 of 3 (Revised October 29, 2025) May 15, 2025 BROWN ..%aA.....P 6702 �a e SUR���� CURVE CENTRAL ANGLE RADIUS CHORD BEARING CHORD LENGTH ARC LENGTH Cl 16'00'09" 200.00' N81'27'32"E 55.68' 55.86' C2 29' 18'51 " 170.00' S74'48' 12"W 86.03' 86.98' C3 16'47'23" 100.00' S81'03'56"W 29.20' 29.30' LINE BEARING DISTANCE L1 N89'27'37"E 2.86' L2 S00'32'23"E 85.00' L3 N44'27'37"E 14.14' L4 S45'32'23"E 4.57' L5 S72'40'15"W 27.42' L6 N00'32'23"W 104.43' 0 150 300 L7 N01'28'23"W 122.77' KL LB BUY 5 LLC C.C.# D224187768 O.P.R.T.C.T. �o (REMAINDER OF) PMB SWFW DEV CO LLC 27 2 C.C.# D224176444 w o O.P.R.T.C.T. c0 N89'27'37"E 1377.00'f _____j POINT OF 0.614 ACRES m BEGINNING `(26,728 So. FEET) 26 `�LO 1 N89027'37"E / 845.00' �� o o Laa-(3 SEE ��\�� S89*27'37"W 777.86' w �w () o_ N 5 3 < 04 DETAIL A CND -PO 1 VENTANA LLC z N W a� C.C.# D224191530 � ° z �? 0.P.R.T.C.T. N > " M U 0_ R�lzy GO.1gvp5 N;G GR�O. S •P• P�S�RP LEGEND HIGHLAND HOMES — DALLAS LLC C.C.# D224194263 O.P.R.T.C.T. DETAIL "A" (NOT TO SCALE) POINT OF- L1j BEGINNING 0 5/8" CAPPED IRON ROD FOUND • STAMPED "WA SURVEYING" \ UNLESS OTHERWISE NOTED C.C.# COUNTY CLERK FILE No. \ O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS BEARING OF BEARINGS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE, (NAD83 (2011) EPOCH 2O10). AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012. (DATE: 05/15/2025 EXHIBIT " A- 2 11 PAGE 3 IDRWN BY: S.A.T. 0.614-ACRE STORM WATER FACILITY 3 ICHKD BY: A.C.B. MAINTENANCE AGREEMENT 0 F SITUATED IN THE S.A. & M.G. RR. CO. SURVEY, ABSTRACT No. 1903 1PROJ NO. 0171 IN TARRANT COUNTY, TEXAS (REVISED 10/29/2025) , LJA Surveying, Inc. ZAA 3017 West 7th Street Phone 817.288.1900 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 EXHIBIT `B" DESIGN PLAN AND SPECIFICATIONS VENTANA WEST VENTANA PARKWAY CONSTRUCTION PLAN SHEETS: • EROSION CONTROL PLAN • OVERALL STORM DRAINAGE MAP • DRAINAGE AREA MAPS • STORM DRAIN PLAN & PROFILES • STORM DRAIN DETAILS �jLj IJ>,_ A ICI - I JP 1 ^I_I- PLANNED AREA IEfE III 11 WASHOUT AREA ET ` CM q_3N CONTROL NOTES ROCK CHECK DAM T1'P) LOCATION TO BE FIELD 1. SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF �B, DETERMINED) FORT WORTH EROSION REGULATIONS ROCK CHECK DAM (TYP)�y L L L, - 2. RESPONSIBILITY FOR INSTALLATION, ROUTINE INSPECTION, AND MAINTENANCE OF EROSION r7 CURLS% �� INLET PROTECTION Ell CONTROL SHOULD BE DEFINED AND ASSIGNED TO APPROPRIATE PERSON(S) PRIOR TO Dyp) (ttP) COMMENCEMENT OF ANY SOIL DISTURBING ACTNIIY. O GRADING LIMB TO BE CONSTRUCTED 3 EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY J VEMPNA WEST PHASE 1B NNN�� o00o GRADING OR LAND DISTURBANCE TAKES PLACE CBY SEP1ERATE 1CONTRACT) Jp I _ 4 TEMPORARY OR PERMANENT SOIL STABILIZNATION MUST BE APPLIED TO ALL DENUDED AREAS O SOIL STABILIZATION / - MEASURES OR CHANGES IN THE ORIGINAL PLAN MAY BE REQUIRED BY Z \/ WHEN FINAL GRADE IS REACHED ON ANY PORTION OF SITE. TEMPORARY ' y /. l 5 THE CCCITY FO oD TO DISTURBED AREAS LEFT DORMPM FOR 14 DAYS. N �- --- -- I5 IN THE NSPECTORS, A ONT THAT ME45URE5 BEING USED ARE DEEMED TO BE INEFFECTIVE BY Cltt H OF REPIDACED NTA KWA T WORTH ON COMROL DEVICES SHALL BE INSPECTED BV THE SITE FOREMAN DAILY. ANY � ST R ATE . • 4 ^ CONTROL DEVICE WHICH IS DAMAGED OR INOPERATIVE WILL BE REPAIRED OR Z STO / '; •� —,I FACILITY WATER l CONSTRUQI E I I 8. CSURES. CR IMMEDIATELY. FACILITY r$df `� `� ,, a y 1 ����f� FACILITIES SHALL BE PROVIDED ON THE SHE & REGULARLY SERNGED AS GO MAINTENANCE m AGREEMENT - - - / / RECOMMENDED BY THE SUPPLIER. TRASH & DEBRIS SHALL BE STORED IN COVERED BINS OR AGREEMENT - AI - - I/ ENCLOSURES. O 50 too 200 / MAINTENANCE - / I ON ENTRANCESNTO CI SHOULD BE LAMBED AND PROTECTION PROVIDED TO AS1' / s PREVENT TRACKING OF SOILS ONTO O TR EFTS, 50' % 30' ONSITE I l // '�J I !fit 9. REMOVE SILT OR STO ME D FROM D ANYB, CURBS, CURERS, FLUMES, HANDICAP ACCESS WASTE ANO I ) - - - - - _ - ��N!! II, AS ACCU CURB INLETS, C OCCURS. DUNS, AND ANY OTHER PUBLIC DRAINAGE FACIL.TIIES DAILY OR MATERIALS STORAGE - r - 0 - � ROCK PoPRAP 88 DE EROSION CONTROL SHOULD BE EVALUATED TO E DETERMINE THE DEVICES. AND OF THOSE DEVICES NE THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AND CHANCES FID: 3011d4-0200A31 590598B-EO]685 ?� 850 r I MADE IF NECESSARY. %-28421 y .e"5 II 060 865� 8]0� SILT FENCE (ttP) 11 SOIL TRACKED ONTO PUBLIC ROADS SHALL BE REMOVED ONLY IF FEASIBLE, OR WHEN MAPSCO NO. 85V VISIBLY ACCUMULATED SEDIMENT HAS BEEN DEPOSRED DISCHARGED SEDIMENT SHALL BE Q REMOVED A4 SOON AT POSSIBLE CL J II � �I 12 USING WASH WATER R WASH SEDIMENT.1ACFROM STRESS IS PROHIBITED 13_ ERCTOTAL NCONTROL DISTURBED ACREAGE IS 6.21 ACRES Q `ROCK CHECK DAM (1YP) J R/I 1 t4_ EROSION CONTROL MEASURES MAY ONLv BE PLACED IN FRONT OF INLEfS, OR IN - Z CONCRETE APRON DROP 1I1 `� \ CHANNELS. DRAINAGE WAYS OR BORROW LOS ES AT RISK OF CONTRAGTR. CONTRACTOR SHALL s F Q STRUCTURE TO BE \)870�= jyI O CONSTRUCTED WITH VEM —{ I / ;,^ I I 1 REMAIN AY O FOR DANYUE DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, Know/.�H., I]fIOW. ~ PARKWAY (ttP) WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE WAYS AND BORROW DITCHES IN THE WORN ,y�II UefOre yoo Uii. W � �0 Eli M � I ZONE SHP11 BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A I I ` I RESULT OF EROSON CONTROL MEASURES. IDISTURBED AREA 6.21 ACRES I BENCHMARKS: a ' SOUARE CUT ON WEST END LS AN INLET, W dP I ` ( 3 1 1 I TT--11 SOUTH SIDE OF ROLLING HILLS DRIVE, _ _ FIRST IN ET WEST OF CHAPIN SCHOOL Q B80 -_ V 3 M EXISTING VQIiANA ROAD. ELEV 80 TO Z TO BE CONSTRUCTED _ , I p E `X" IN SQUARE CUT ON AT THE BACK OF H M VEMANA WEST PHASE 1C I I TO BE CONSTRUCTED II .�� (BY SEPERATE ;ONTRldI) ` THE TOP OF CURB LOCATED ON THE Z vEY SENA P WEST CONTRACT) to �T L— — SOUTH SIDE OF DOLA ROAD W _(BY SEPERATE CONTRACT) �IIIT I I L ,I IA c INTERSECTION OF LOLA ROAD & BANK > I I \V/ APPROXIMATELY 300 FEET WEST OF THE ROAD. EL EV El-C 200- PIPELI0gNE EASEMENT -- "X" IN SQUARE CUT ON AT THE BACK OF (� VOL 16894, PG. 133 ,� THE TOP OF CURB LOCATED ON THE �L \ I 1 PR . C.T SOUTH SIDE OF PRADERA ROAD AT THE �I l r SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD. ELEV 874 34 II I T vENrnNn� III III III III PHASE 5A II II 1111 I n \1 LLT T ~ I DATE 11 REVISION 11 BY I I, EROSION CONTROL LEGEND PLAN m V]E1�TTAI�TA WESTglm �SILT FENCE �/9�d 1��'.�YI 7 T $ T ✓ --/CROCK CHECK DAM (ttP) -�� CURLEX ♦������������- • '• 'a TA1�A ROCK RIPRAP ]PARKWAY INLET PROTECTION E \ CITY OF FORT WORTH SURFACE ROW ARROW —>• TARRANT COUNTY, TEXAS e� o PROPOSED CONTOURS EXISTING CONTOURS {,dA1EE0. LIA fi0fi0 NOM IExPresawaY PMna d696210]10 =8 CONSTRUCTION EMFANCE/E%IT ® SUIMd00 =r \ \J\ Oalles, Teres 75206 Ell -F-136fi DISTURBED AREA E OF 1 9 ,ISLJA PROJECT ID n8 NT840-01J1 DATE' MAY U1*21 10'X10' CONCRETE WASHOUT DESIGN MARIATTR po NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST T ONSITE WASTE AND MATERIALS KYL SONS DRAWN MAR FT Rc 45 HOURS PRIOR TO EXCAVATING IN THIS AREA ��// - OER W STORAGE - FINPL LOCATION o000000 FORT WORTH WATER DEPARTMENT 1-817-871-8296 ® /on'n� E1G'2 SCALE TO BE DETERMIND IN THE FIELD ,�/ a ATMOS GAS I-8fi6-332-866J \ VER: 1" = 100' TXU ELECTRIC DELIVERY 1-BOO-242-9113 ROCK CHECK DAM OS OB RORS VERT: N/A CHARTER COMMUNICATIONS 1-81J-509-6272 SHEEP ti£ 16 FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-81]-392-81 GO GRADING NOFLIRMIITS & i p� f� �..�..� S� FOR OTHER FACILITIES WWW. TEXA5611 N. OR 1-800-545-6005 \ / ` / / l \ rll CONTRACT OF 55 SHEETS NOTE: TIE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS MEN: FORT WORTH WATER DEPARTMENT i-81]-392-44]] A1M05 GAS i-866-98B-926] — ONCOR ELECTRIC i-61]-335—]028 FORT WORM TRANSPONTATION/PUBUC WORKS 1-61]-392-81 DO p FOR OTHER FACIURES 1-600-01G—TESS I 7 7 LEGEND DO DRAINAGE DIVIDE O - PROPOSED STORM DRAIN SYSTEM Z = EXISTING STORM DRAIN SYSTEM CC oRAINncE AREA oESICNAnoN O � DRAINAGE AREA ACREAGE SURFACE FLOW ARROW CITY PROTECT N0.105988 }Q DESIGN POINT 3011h020011-1059-EO7885 X-28421 ?— Y NAPSCO N0. 85V � STENCE ANO LOCATION OF AIL UNDERGROUND t SHOWN ON THE DRAWINGS WERE OBTAINED a Mi.ABIE RECORDS MD ARE APPROXIMATE. Q THE OWNER, DEVELOPER NOR ENGINEER S MY RESPONSIBILITY FOR U'DUTIES PRIOR TO Z UCTION. TIE CONTRACTOR SHAIL BE REQUIRED K. Ii,als1]CIOW: MY PRECAUTIONARY MEASURES TO PROTECT ES SHOWN MG/OR MY OTHER UNDERGROUND Z C.Ill efoCCy4�sMill W NOT OF RECORD OR NOT SHOWN ON THE BENCHMARKS: r :TOR SNAIL VERIFY HORIZONTAL MO VERTICAL Ns OF ALL FxlmNc unTmES PRIOR To (n SQUARE CUT ON WEST END OF AN INLET, w UCTION. SOUTH SIDE OF ROLLING HILLS DRIVE, ?i IT1r NOTIFY THE ENGINEER OF Mr 'ANCIES. FIRST INLET WEST OF CHAPIN SCHOOL Q ROAD. ElEV 800.t6 Z "X" IN SQUARE CUT ON AT THE BACK OF H IRONED DRAINAGE STUDY M-24-0093 & THE TOP OF CURB LOCATED ON THE —OOW FOR CCWPlE1E DOWNSTREAM MEAT. SOUTH SIDE OF LOLA ROAD W APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. ETEV 87&M "X" IN SQUARE CUT ON AT THE BACK OF THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD. ELEV 874.34 DATE REVISION BY EXISTING DRAINAGE AREA MAP VENTANA WEST VENTANA PARKWAY CITY OF FORT WORTH TARRANT COUNTY, TEXAS �� �M•;r Ines LA 6060 oN Cen ml ryresaway Phone 409 021 0710 500e00 Dd.Texas MUG FRN-F-IM WA PROJECT ID O,` T NIB40—0171 DATE: MAY 2025 M DESIGN: MORPAN 11W Q100 pOIM DESCRIPTION I DRAWN: _IATT HORZ: 1' 200' I� 7. 7E*�� O,5 BE 20R VENT: N/A SHEET 18 1. 3oa o2 1 Dutch S—h creak OF M SHEETS )I UEMRI (B1 SEPARATE ���7 GRADE 2' INTERIM BERM TO PREVENT 1 I. FLOW FROM FUTURE 11 STORM WATER FACILITY J SEPARATE SFPEERATE 101E THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 45 HOURS PRIOR TO E%CAVADNG IN THIS AREA: DESIGN CRITERIA FORT WORTH WATER DEPARTMENT 1-81]-392-44]] 1. RATIONAL METHOD OF DESIGN. 1I ATMOS — 1-866-9BB-9267 2. DESIGN FREQUENCY — 5 YEAR —� -t CNCOR ELECTRIC 1-81]-355—]026 (A) CLOSED SYSTEM \\ PONT WORTH TRANSPDRTADON/PUBUG WORKS 1-81 ]-392-8100 (B) CLOSED SYSTEM — 10O YEAR P. OTHER FACRIREB 1-800—DIG—TESS (C) OPEN CHANNEL — 100 YEAR p P-CLPN02633 IJTANA — 0.013 FOR REINFORCED CONCRETE PIPE PHASE 3B LEGEND n 0.015 FOR REINFORCED CONCRETE BOX OU Iles n = 0.019 FOR STREET /CURERS Z \\ \ \\ DRAINAGE DMDE RAINFALL INTENSITY FROM CITY OF FORT WORTH STORM DRAIN MANUAL PROPOSED STORM GRAIN SYSTEM RUNOFF COEFFICIENTS O RESIDENTIAL ...... C=0.1==].98 Z EXISTING STORM DRAIN SYSTEM E%ISTNC CONDITIONDRAMS.... C=0.3030 m DRANAGE AREA DESIGNATOR DRAINAGE AREA ACREAGE 0 —• ` y SURFACE FLOW PRROW ('EXISTING VENTANA CITY PROJECT NO. 105988 Q PHASE 4 \\\ ❑2 INLET DESIGN POINT RD: 30114-0200431-10598S—E07885 ?� CPN 102239 _—_ %-28421 Y Beo \ / O INLET NUMBER MAPSOU NO. 85V \/ i PROPOSED PROJECT LOCATION I{,ByJS _ Z i� NOTES: 4SeP 44DIs>e14sW - I. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES C'O D.01RxcyoLeM�l{ W { SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND R ENGINEER ASSU NEITHER THE OWNER. DEVITIESP NOR OCASSUMES ANY CONTRACTOR FOR BENCHMARKS: \� UTILITIES PRIOR TO ANY UCTION. THE CONTRACTOR SHRO BE (n REQUIRED TO ANY PRECAUTIONARY UNDERGROUND TO PROTECT SQUARE CUT ON WEST END OF AN INLET, W ALL LINES SHOWN AND/OR MY OTHER UNDERGROUND UTILITIES SOUTH SIDE OF ROLLING HILLS DRIVE, ?i 12o3' CHANNEL FLOW NOT OF RECORD OR NOT SHOWN ON THE PUNS. FIRST INLET WEST OF CHAPIN SCHOOL " ROAD. E11V 8GO. t6 Q 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VORTICAL Z LOCATIONS OF ALL EXISTING UTUOES PRIOR TO CONSTRUCTION. �Q "X" IN SQUARE CUT ON THE RACK OF H 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. THE TOP OF CURB LOCATED D ON THE Z 'S EXISTING VENTANA \ SOUTH SIDE OF LOLA ROAD w " PHASE 5B 4. SEE APPROVED DRAINAGE STUDY FOS-2h0030 TOR COMPLETE % DOWNSTREAM ASSESSMENT. APPROXIMATELY 300 FEET WEST OF THE cPN 111211 _ / INTERSECTION OF LOLA ROAD & BANK \\\ 5. VENTANA WEST WILL BE MASS GRADED BEFORE CONSTRUCTION ROAD. BUY 87&36 1 \\ BEGINS, AS SHOWN BY THE EXISTING CONTOURS. PER SECTION 5B 4.5 OF THE SWPPP, FINAL STABILIZATION OF THE SOIL WILL BE "X" IN SQUARE CUT ON AT THE BACK OF ACHIEVED WITH PERENNIAL VEGATVE COVER, OR CRASS & THE TOP OF CURB LOCATED ON THE OSG - \ LPNDSCAPING WILL BE UTILIZED ON ALL AREAS OF THE \ \Y SOUTH SIDE OF PRADERA ROAD AT THE CONSTRUCTON SITE THAT PRE NOT COVERED BY PAVEMENT OR SOUTHWEST CORNER ER THE BUILDINGS. \/ INTERSECTION OF PRADERA ROAD AND MORADO ROAD. ELEV 874.34 OS-2 SB - _ nu'1um. rorn wo II OAl zxo,as I I 0.39 m II '^lxw a�M F \ _ E%1511NG VENTANA x� aiz6 am om \ HPSE SA DATE II REVISION BY ]g — CPN 102514 OVERALL INTERIM DRAINAGE AREA MAP '-� m VENTANA OS-1 _ _ PARKWAY _ __ __ _ __ _\� CITY OF FORT WORTH ' ' I I I I VENTANA WEST ORCHARD WAY k: ,— lam' (BY SEPARATE CONRUCT) \� r E o..,E ziAwu TARRANT COUNTY, TEXAS SHEEP ROW 0' PIPELINE EASEMENT J MRNE PIPELINE CORD VOL 16894 PG 133 O.P. R.T C.T. 052 TO PATH j ?� {BLS. i r100' SHEET FLOW �.. STORM WATER FACILITY MAINTENANCE AGREEMENT ®RSIBrem 3 VENTANA PARE WAY- I'ITERI%FOND TONS DRAIWGEA'tEACALCUL TOONS /L �comuwFa AREAN ACRES =FF GA 11 Q1 B G5 11M QIW PONT DESSCRP S 062 ON "� SD'StliSh IREIS \a Ise p jjO�rv7� Q sm IOW DPFSOis I a w, "1 �\ IOW 1 n M v ddd �M = 001 0. 1nD 1600 y7 332 s.D 74 '74I 4. es 1R 143s 1 Fbw SM1all Catchment T2vwl Tams T2v Iminums7 (.I OS-2 162fi 2 IIVERIM CHANNEL OS-1 1628 4 ,w'o --. �01� 1,111 Via, 60fi0— Central Expressway Ph 4698210710 ucre S4W wF e� aTM,��Y Dallas Taxes 75206 FRN -F-IM PROJECT11D 4u w121t[ n__ RSD 1 DATE: MAY 2025 q� OESIGN: MOROWI ' eY. I 1LU11 GVW 1x �zN M/ m, u,eDRAWN: TT A o H»esas oe sozs SCALE HORZ: _ 200' w Con ,KFlox CM1anne Flow Tm VERT WA eIT— T—I On, T—ITin. Concwntratl0n Comments SHEEP n0twe) IminOesl Imin0rosl Imin0m r 19 12 O DO 146 2144 84 000 23] 2346 OF 55 SHEETS - I NOTE: TEE CONTRACTOR SHALL CONTACT ME FOLLOWING AT (FAST 2C1 0.53.0.90+032.0.6])/0.85-081 46 HOURS PRIOR TO EX NO IN THIS AREA WEIGHTED CALCUTATIOU 2C2 052*0.90+068*0.6])/1.20-0]] s - � FORT WORTH WATER DEPARTMENT 1-81]-392-44]] 3E r.18*090+1.55*O6])/1 ]3-0.69 OFF5 ¢ OFF4 -- ^ ��� MO GAS 1 866-988-9287 3G1 020.090+104.0.8])/1.24-0B g, o I -c / �\ I� 3G2 021.090+112.O.6J)/1.33-068p 005 pOJ C ONCOR ELECTRIC 1 81]-355-]028 .,1n71J 4A1 .35+090+0.20•06J/055-0.82 22A2 - - FORT WORTH TRA45PORTATION/PUBUC WORKS 1-61]-392-8100 r26*090+013.0 fi]j/039-0.82 FF3 FOR OTHER FACILITIES 1-800-DIG-T65 I 4A2 X329+a 90+018*0 7)/0 q-081 ,.1� 21A 0.62 _ 0 SAi r26*a 90+013'0 W)/039-0.62 22A1 19B ae4 O 542 o.ea F DESIGN CRITERIA 00 6A - 35*0 90+1 21.O fiJ)/1 56-0.72 4 62 10A ] 32.0 90+383*O 6J)/4 15 0.69 '� OFFa + 2 I i 4 50 !J 1. DES ON METHOD OF DESIGN. Z N ` )/ - ¢ - _ / 9A 1 2. DESIGN FREQUENCY 13C1 `]31*090+0.33+06J OE4 0]8 y 14A1 \\J.41 *090+0.2]*0.6J)/0.66-081 5.42 I \ ' 16B1 J29*0.90+0.69*0.8])/0.96 (A) CLOSED SYSTEM 5 YEAR O MA1 0 82*0.90+0.22*0.8])/O.84 0.8! �, � I � I II 1 (8) CLOSED SYSTEM - 100 YEAR Z I■ 2281 0.53.0.90+0.20+O.6J)/0.]3-0.8! III"li 4.1 L + I.._ IXISIING AR4a 0 (C) OPEN CHANNEL - 100 YEAR U 22C1 0.52:O=O.19+0.6])/0.]1 0.84 \1 lI� 1� 20A PHASE 4 0 = 0.013 FOR REINFORCED CONCRETE PIPE m 22D1 10-0.90+0.14•0.67)/0.54-0.84 / I 1 ' � 1.30 2.i6 I 3.18 -7' CPN f02239 n - 0.015 FOR REINFORCED CONCRETE BOX � 22E1 (0.64.0.90+0.19*O.BJ)/0.83-0.85 / 25A1(033.090+0.44.08]+0.09+030)/088-0.]2 I OFF2I( - 0.019 FOR STREET GUTTERS RAINFALL INTENSITY FROM CITY OF I 0 200 400 25A2 (0 33*0 90+0.16.0 8])/0 49-0.82 ( - '_ 0.85 0 99 FORT WORTH STORM DRAIN MANUAL i 25C1 (0.24.0.90+0.30.0.30)/0.54-0.57 I I 1 16A1 - r I RUNOFF COEFFICIENTS } n I CITY PROJECT N0. 1-105 Q 11 a 059 �C� R pJTIAL "A 5' .. C- 7 Ism=7.98 X- 30114-0200431-105988-EO]fi85 41111 \ 11I ' ' 19C2 IXISTNG CONDITIONS.... C-0 30 X-2B421 3 22B2 2281 16 ULTIMATE CON )RpNR DRAT AGE AREA CALCULLION6 � MAPSCO N0. BSV 19E1 ox 1 f 0.18 � 0.53 O.J3 15C _ x� A xea �xo� r o, l as ,� N,w o aax 11�2.1] 19D Ittx,re0 pe0 caaoEeaFrr F a,nedp ' ,ttsas�dp Asa _J19-CJ 1 _ 19E2 LEGEND A ,w asDRAINAGE NI E PROPOSE5101 M DRAIN SE c, H1 EXISTING STORM DRAIN SYSTEM ot au2p 4e is 1a 1. r za m DRAINAGE AREA DESICNATON Cglllf'q g�gNyli.l, aQWl BENCHMARKS: F- a e�I 1 --OFF1 DRAINAGE AREA ACRTAGE w ` _ o.6y SQUARE CUT ON WEST END OF AN INLET. -j5°y ' 2 °�°B--'g+1� I / + 1.3] -� SOUTH SIDE OF ROLLING HILLS DRIVE, SURFACE FLOW ARROW 1 695 t7B - FIRST INLET WEST OF CHAPIN SCHOOL Q a �4� 22D2 r _ 1A1 INLET NUMBER ROAD. pEV B00.1fi Z 1 18A 3.2J 13A 3C EXISTNG VENTANA Q _1.a _� I 0.39 2.90 2.89 2.]5 PHASE sa O PROPOSED PROJECT LACATON "X" IN SQUARE CUT ON AT THE BACK OF I- sI.et ow aer sz es 4se 1 E2 09�! 0.54 _ I „s -IS°Y 11 �-4d®w�'dS - as2 , RusT x,nE III 060 1 F 3D4 Ot zrs aer I cPN t032 THE TOP OF CURB LOCATED ON THE W sw Dee �1� SOUTH SIDE OF COLA ROAD 15E 1Jc 3D2 ,I N0T6 APPROXIMATELY 300 Ffff WEST OF THE 'TFY o 91 1 2 0.83 1. THE EXISTENCE AND THE IN ALL UNDERGROUND INTERSECTION OF LOL4 ROAD & BANK IT Rn � � 2.95 5 2.64 sB UTOM AN SHOWN RE THE DRAWINGS WERE XIMAINED ROAD. pEV 878.36 I I 1; I ~ I FROM AVAILABLE RECORDS AND ARE APPROXIMATE 21 212 1 � 14A1 2 q, 0.68 3D3 0.50 I NEITHER THE OWNER, DEVELOPER NOR ENGINEER "X" IN SQUARE CUT ON AT THE BACK OF ASSUMES ANY RESPONSIBILITY FOR U11L1TIE5 PRIOR TO tie THE TOP OF CURB LOCATED ON THE 22E1 068 "4A1 3E 1,45 SA1 1 CONSTRUCTION. THE CONTRACTOR SHALL 8E REQUIRED SOUTH SIDE OF PftADERA ROAD AT THE e , 14B1 13C1 1.68 ( TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT .v,t 0sa pa t3 5r4 to a24 sez sae sez to sra to sz4 D 83 0.55 1.]3 �. 0.39 -. ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND SOUTHWEST CORNER OF THE SB p50 a.W „ 4w ,.e 1w - w tw srz1. sr 4ee ss ?� 2s] , 0 98 0.64 UTILITIES NOT OF RECORD OR NOT SHOWN ON THE INTERSECTION . PRADTAA ROAD AND � s> w 89 -F PUNS. MORADO ROAD. ELEV 874.34 e se aer dl sz ea are U. iews v® z EA 2 LDCATCONTRACTOR OF ALL EXISTINGHORLOONTAL AMID UTILT0ES PRIOR Tp VERTICAL s o oar w zss aer ,rt ,so asz s1 4ee es 1w � � \- CONSTRUCTION. taw \ z ewit7 N1Er car nee ,ss as zz aes ss rw sm z war �!. 14B2 1, 1.56 vEFrt, envs*z SA2 �� -` 039 .,n„ THE ENGINEER OF ANY tM 415 aea 21 ,ed aax ss 41 ,ae 1ae 10A I - DISCREPANCIES -\ � 9A � - - 4P2 3G1 3G2 I 0.lJ 1.24 1.33 „ em sea rw ,ss asz a4 4es wz rw sass s Nr�Vw� ,,/w -- ONTELY NOTFY 430 � 0,26 nl 3. IMME ,m ,2A,112Az \ , 4.15 4. SEE APPROVED DRAINAGE STUDY FDS 24-0030 FOR 1.-T'Y l@lTr�ZRS \ 11' I 20fi iA I 1 1 V1 COMPLETE DOWNSTREAN ASSESSMENT. ,sa F-isaax a,,,eewaeep aaaaer ws 1e ea 4<ter iwi DwoIa ..24 saw 4 RNxrsin3ss20 nTo 4, z wts as4 xErwe,,aeeE�rz 12A �8�.00 i 0 22.84]As _�y / \� 11 GATE REVSION BY � ,m,1 Is nsIE tOVERALL ULTIMATE na I ., Ia, rw 4 DRANAGE AREA MAP ,aE 2. a1aee ae lm 4 -142 2.a17 a2a rw a _ o.ase,a�4w 1c1 n 1.200 11 11 4112 `ENTANi WEST 2 55 1 1.23 �, yTT�j�T pT p �i 90 2.20 }! ..1 4II -�-Y+� EXISTING V 1Glel��l®L9 _ 8 I - PH4.SE SA ,ac+ ,n Der 4es 4e rw rss s xsEr,x, sit 106 CPN 1025]! PARKWAY S ��egy ,+ ,ae e2 aw ,o.s se a 1ae 24 ae s Nu:T,eev,sarz H �®rH WIF r -CRT -110 1. il ,a0 III ­-d1A Q1r -11 Ill \ !/ i JA L e ane Des asr an +so asz ,s 4m 'ze aw _ 1292 0 4 _ _ 11: �T�e. .1sit -1 -mY <w 2a �� -- r --I �orn'1F z9z II `� ' CITY OF FORT WORTH 9c L TARRANT COUNTY, TEXAS Ill e 1 1 '4al-err-eTrr 4 �74 211 11d• 090 1E 2sAt I� E asx aw aa0 a.4e to ae to sra 2r a24 441 e • aE J.22 J iD2 \ 25A2 / nc, 2L I6. nes ,ss 4w 24 sra s4 sw 2144 a x�Erac, 0'45 0 25B TdA E1gjFNMjlle, `Li E`a sp+ ow oe4 aas +oo 11 +e sra LA ze az4 4sa a -010 23\ 049 .\e 6q3 / o 6060 NoxM1 C.-Expressway Ph- 46982 xE aw , 1 1 1.18 gs F'no 81, 1110 -ms 110 ?vr� _ %` � _ _ v/ av z5c1 @,� 6U1a40o n F a Aw 2e J� �g15� 1F Ddbl, Tevaa ] 06 MN-F-1386 ar E, ass ae5 ar tap sra 4, aN 52 a NL T22Et a om sm nw too zz sra sa e F1mlx[ 13; 0 �c zae zw asr sra 2.60 0j F LM PROJECT ID 4so-nRl,`$•6i.cgo'ae^� oazsusrcecnsx,t sooao.4ww2w.ai saaornwza'--RRii7A9i>lfl• ---TIRRRiY}ddY�S.,f7aA4a --PaRZ7 R2Er4dS • r4,4, aer i0 1,a4aN14 r]A PpNx4eE 9eiaTx1mE1s � _ \\\ \ 16G 2 -\..i.. � i � 6Z/� ez30\020\'5.�2CEa2LE\CTR\I\ �E\MENT \ �osoczozs DAENIB4M0A-Y0 1 2025 5 roEtaezts 11+ rT2n`DESIGN. DUFOUR 2. e'sa 27. 1s DRAWN:WI 2a A •� xE�� u .m m s a�uVI x/AeC ENS oFFDs - 0srE>TEXAS ECTRIC EVIC]BMPSHEET �71�OODPWn DWNEASE I\ UESa4(FEMA ZONE A)ORK.TZO OF 55 SHEETS DESIGN CRITERIA NOTE: TIE CONTRACTOR SNAIL CONTACT TIE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: 1. RATIONAL METHOD OF DESIGN. FORT WORTH WATER DEPARTMENT 1-817-392-44]] 2. DESIGN FREQUENCY ATMOR GAS 1-866-988-9267 (A) CLOSED SYSTEM - 5 YEAR FNCOR ELECTRIC n 1-817-M'5-7026 35 (B) CLOSED SYSTEM - 100 YEAR 1-817-392-8100 (C) OPEN CHANNEL - 100 YEAR FORT WDRM TRSPgTATK)N/PUBLIC WORKS O = 0.013 FOR REINFORCED CONCRETE PIPE FOR OTHER FACILITIES 1-800-DIG-MS OI = 0.015 FOR REINFORCED CONCRETE BOX D = 0.019 FOR STREET / GUTTERS 0�0 RAINFALL INTENSITY FROM CRY OF FORT WORTH STORM DRAIN MANUAL Z RUNOFF COEFFICIENTS RESIDENTIAL "A-5'....... C-0.67 1-7.98 EXISTING CONDITIONS.... C=0.30 LEGEND DRAINAGE DIVIDE T PROPOSED STORM DRAIN SYSTEM EXISTING STORM DRAIN SYSTEM A-1 DRAINAGE AREA DESIGNATION DRAINAGE AREA ACREAGE y SDRFACE FLOW ARROW 1p1 INLET NUMBER O PROPOSED PROJECT LOCATION NOTES 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTUIM SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. NETHER THE OWNER, DEVELOPER NOR ENGINEER ASSUMES MY RESPONSIBILITY FOR URLRIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL UN. SHOWN MID/OR ANY OTHER UNDERGROUND URUTES NOT OF RECORD OR NOT SHOWN ON THE PLANS. 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. C SEE APPROVED DRAINAGE STUDY MS-24-OOM FOR COMPLETE DOWNSTREAM ASSESSMENT. O Z m O I } CITY PROJECT N0. 105968Q FlD: 30114-0200431-1051-105988-EO]fi85 3 X-2B421 Y MAPSCO N0. BSV Of a Z Q Ht lte���L73elow CaII,Ds'fgrw<,ysual,1, w BENCHMARKS: � n SQUARE CUT ON WEST END OF AN INLET. w SOUTH SIDE OF ROLLING HILLS DRIVE, 3 FIRST INLET WEST OF CHAPIN SCHOOL Q ROAD. E1F/ BOO.tfi Z "X" IN SQUARE CUT ON AT THE BACK OF H THE TOP OF CURB LOCATED ON THE W SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. DUN 878.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD. ELEV 874.34 DATE REVISION BY ULTIMATE DRAINAGE AREA MAP VENTANA WEST VENTANA PARKWAY CITY OF FORT WORTH TARRANT COUNTY, TEXAS WASMir—Ard.iTa LA 6060 NONM1 Central E p—q Ph— 4898210710 Style 400 Geller, T...-05 ERN-F-1386 0T r LM PROJECT ID 41840-0111 M1pAc t .W— DATE MAY 2025 ANDERSON DESIGN: NIPoUR DRAWN: M T` o s SCALE cI* - HORZ: 1' 100' ob oe VERT: N/A SHEE 22 OF 55 SHEETS FIAT SA1 Ir DESIGN CRITERIA NOTE: WE CONTACTOR SMALL CONTACT WE FOLLOWING AT IF.AST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: 1. RATIONAL METHOD OF DESIGN. FDRT WORTH WATER DEPARTMENT 1-817-392-4477 2. DESIGN FREQUENCY AWOS GAS 1-066-888-8267 (A) CLOSED SYSTEM - 5 YEAR (B) CLOSED SYSTEM - 100 YEAR ONCOn RTHT C 1-817-355-7028 (C) OPEN CHANNEL - 100 YEAR FORT PORT WORTH TRANSPORTATK)N/PUBLIC WORKS 1-817-392-8100 O = 0.013 FOR REINFORCED CONCRETE PIPE FOR OTHER FACILITIES 1-800-DIG-TESS O n = 0.015 FOR REINFORCED CONCRETE BOX = 0.019 FOR STREET / GUTTERS RAINFALL INTENSITY FROM CITY OF FORT WORTH STORM DRAIN MANUAL �0 Z RUNOFF COEFFICIENTS RESIDENTIAL "A-5....... C-0.67 1-7.98 EXISTING CONDITIONS.... C=0.30 O Z LEGEND DRAINAGE DIVIDE PROPOSED STORM DRAIN SYSTEM -� EXISTING STORM DRAIN SYSTEM A- DRAINAGE ARIA DESIGNATION .%% DRAINAGE AREA ACREAGE —)♦ SURFACE FLOW ARROW 1A1 INLET NUMBER O PROPOSED PROJECT LOCATON TES 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND MUTES SHOWN ON THE DRAWINGS WERE 08TNNED FROM—ILABM: RECORDS AND ARE APPROXIMATE. NEITHER THE OWNER, DEVELOPER NOR ENGINEER ASSUMES MY RESPONSIBIIJIY MR UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND MUTES NOT OF RECORD OR NOT SHOWN ON WE PLANS. 2. CONTRACTOR $HALL VERIFY HORIZONTAL AND VERRCAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4. SEE APPROVED DRAINAGE STUDY MS-24-003D FOR COMPLETE DOWNSTREAM ASSESSMENT. m O CITY PROJECT NO. IONS Q MD: 30114-0200431-105988—E07685 3 X-28421 MAPSCO N0. BSV Of a Z Q Ht lte���iFielow Call,ys.'fgrw`,ysual,1, w BENCHMARKS: n SQUARE CUT ON WEST END OF AN INLET. w SOUTH SIDE OF ROLLING HILLS DRIVE, FIRST INLET WEST OF CHAPINSCHOOL Q ROAD. DUN BOO.tfi Z "X" IN SQUARE CUT ON AT THE BACK OF H THE TOP OF CURB LOCATED ON THE W SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. DUN 878.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD. ELEV 874.34 DATE I REVISION I BY ULTIMATE DRAINAGE AREA MAP VENTANA WEST VENTANA PARKWAY CITY OF FORT WORTH TARRANT COUNTY, TEXAS WASMir—Ard.iIs LA 6060 NSRM1 Central Expressway Ph— 4898210710 Style 400 Delles, Texas T5206 ERN-F-1386 I.IA PROJECT 10 NT840-0171 t .W— DATE: MAY 2025 ANDERSON DESIGN: DUT011R DRAWNARAT : M x s 1. - HORZ: ' 100' 05 opNzo VBRT: N/A SHEET 23 OF 55 SHEETS ,y(�;��1 Y GN METHOD PI SD193W-0Wingxall-����J orb8oV,properties 721 do oiam V or PiP8 or neigh' of no. (In) TW T—`kofertlePN (fl) 3I A for pace«box (sR 1 0 toFloV,Ve pipe or box (cfs7 ] V, ty, VabCM1y 10.36 Syr cor'nI pipe« sec O,a= 10 xin From Flgure d.]-2 Gntleeon fabM= 12 "iM1icknesa Tailwaler contlWion= MIN Use Figure 4.7-2 Len Tor Apron AS N From Fl ure 4.T-3 e upstreamapro fie = I wlam or aoWpl.aaamapro I =tee L.«vv=ua u.aL, I STIR 1+000o'r9 PAV STA 18+05.89 (0.00' ) SVNT FRANCIS DRNE INSTALL RCP TO ROB CONNECTION STA 1+87.43 SD13- PAV I' 1]+80.89 (0.00' SAINT F)\ RANCIS I45' BEN D STA 1+47.Q 7.43 SD13= PAV STA 17+66.54 (14.14' LT) SLANT FRANCIS DRIVE INSTALL RCP TO ICI CONNECTION ETA 1+0000 SD13- SD14 STA 16+66.64 CHANNEL M 21' RCP PAV STA PARM] (52.68' RT) INSTALL NA PARKWAY INSTALL SW-0 WINGWALL 100-YR ULTIMATE 10' CHANNEL ACCESS FLOODPUIN AT 15% MAX SLOPE BBg , S 11.10' TO BE GNU m VEH— WEST PHASE to \ g� OW SEPARATE CONTRACT)\ I STORM WATER�v3'r ! REFER SIIEEIS 37-38 FOR FACILITY 7 CHANNEL A PUN k PROFlLE MAINTENANCE I. / (Z A \ A a AGREEMENT INSTALL TSB SY TYPE 'A' DRY RIPRAP (12- DEEP) SD13 1+00 2+00 3+00 4+00 K' i7� A Sao , 1 03 rdp! 875 I 44a GGi' �: GGI�G,n G� I 'R�POI FS OAC{ I �870 I ig: I 1514 N ia T le j865 I / �r zd I 1 i ery I ------ _= fIA ANIL„DST NI -- �.*-Tl '_ / 44 '= gBCF',I I --- _ ILF855 I ITS[ 25 f e / 11FyI a§ I EXST�IG Gf♦�}IIll1 �v=iO�O AN a 845 STA 2+51.43 SD13- MAV STA 18+54.69 (0.00' ) 1 SAINT FRANCIS DRIVE INSTALL 5- DROP INLET W/ APRON THROAT = 865.00 STA 2+37 43 5013� PAV STA 18+50.69 (0.00- J SAINT FRANCE DRIVE INSTALL 5- DROP INLET W/ APRON THROAT = 865.00 T 13C1 - 21' RCP PAV STA 10+46.95 (16.50' LT) VENTANA PARKWAY INSTPLL - 1 STD 1!' CURB INLET TO = 868.36 R. 863.61 O b2' PROPOSED 1.0 GRADE S 4.00% DEPTH = 0.035 u=0.a' V=6.85 fpa , = 57.25 cis MASS GRADE ROW SECTION B-B - NTS TO BE CON—UCTEO VENTANA WEST PHASE 18 (BY SEPARATE CONTRACT) LAT 13C1 0+00 1+00 2+00 I 880 880 I I I 875 875 I �i I E I I 870 870 1 I I � / I I I 865 $65 1 1UJ �R If 1 I I 860 860 I y I f« �/T J. E: IS�NL� G'IO 1 fiT,�r-RL>Y I NO I 855 855 I T� 45 0 m 850 8m 2 - I I I �z� Ire I 845845 I W��� I� 'V O I O 00 H O Z CO 0 20 40 SO CRY PROJECT NO. 1059N Q MD: 3011h0200431-105988-E07685 ?� x-28421 y IAPSCO NO. 85V a. d a Z H Ngg 41N(slfelg,W: Z !C�IIA.e£s'M:eyRlr(Iv w BENCHMARKS: N SOUARE CUT ON WEST END OF AN INLET, W SOUTH Q ROAD SIDE OF ROLLING HILLS DRIVE, FIRSTINLET WEST OF CHAPIN SCHOOL ROAD. ElEV 800.16 Z 'T' IN SQUARE CUT ON AT THE BACK OF H THE TOP OF CURB LOCATED ON THE W SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. ElEV 878.36 'T' IN SQUARE CUT ON AT THE BACK OF THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD. ELEV 874.34 aw DATE REVISION BY 875 STORM PLAN & PROFILE SD13,& LAT 13C1 87o VENTANA WEST VENTANA ]PARKWAY Bar CITY OF FORT WORTH TARRANT COUNTY, TEXAS 860 LJAEtgTWWWA.&I— LA 606D NOM Central Expressway Phone 469UI 0710 SNN 400 aSS Callao, Texas 71- FRN-F-1366 I -IA PROJECTm ID Nrew-o DATE MAY 2025 .7R DUFWR DESIGN: DRAWN: SM21PN1 850 .�L wo//5 HORZ: A - 40' I SCALE paL zazs PERT: 1' - 4' SHEET 34 a45 OF 55 SHEETS PAV STA 9+10.57 J18.50' LT) PAV STA 7174.71 (18,50' LT) VENTANA PARKWA STA 3+29.59 SD14= VE TA1 - 1 SID 10' CURB INLET VENTANA PARKWAY PAV STA 7+77.28 (18.50- LT) TC - 866.90 FL - 862.15 INSTAL - 1 STU 10' CURB INLET VENTANA PARKWAY STA 1+18.50 UT 1481- TC = 869.35 FL = 864.60 CONNECT TO INLET PAV STA 9+13.07 (18.50- LT) VENTANA PARKWAY CONNECT TO INLET STA 1+83.16 SO— S014 - 21" RCP tA81- STA I+00.00 UT 1482- / PT STA 3+08 32 SDI 4= PAV STA 9+13.07 (O*W ) PAV STA 7+87.91 (0.00') VENTANA PARKWAY VEMANq PARKWAY INSTALL 4' SQUARE JUNCTION BOX INSTALL 60' BEND STA 1+27.07 SD14- PAV STA 9+69,16 (0.00' ) TO BE CONSTRUCTED VENTANA PARKWAY VENTANA WEST PHASE I INSTALL 45' BEND (BY SEPARATE CONTRACT) SD13 6' x 5' RCP e�0 SDtT TO BE — Y - 4B CONSTRUCTED VETO BE WEST PHASE to / (BY SEPARATE CONTRACT) LAT 13C1 — 21" RCP SD14 — 21" RC p• PAV STA 9+10.5] (18.50' RT) VEN ANA PARKWAY y�� NT F�RpN 5 DRIVE STA 1+00.00 SD14- INSTALL - 1 STD 10' CURB INLET r 'A 1+4].43 = TC - 866.90 R - 862.15 C' PAV STA 17+66.54 (14.14' LT) STORM WATER D FACILITY INSTALL RCP TO BOBRCCONNECTION MAINTENANCE AGREEMENT SAINT FRANCS E STA 1+18.50 TAT 1482- PAV STA 9+13.07 (18.50' RT) VENTANA 'MAY CONNECT TO INLET SD14 4+00 3+00 2+00 1+00 BBO -� 875 I G6 G$ �' GG ,. F;v1 Glnl' I I \ I ) I I / 870 4 Ti- 0im g I _ 7. v : I1T j865 I � I I IO( W! Ny'L a I 9 a — I z1• .24 - j B a 855 I •'✓� =12 TOO I ICI a I ICI � F u 61 'ai i� i� 845 1 w 7 7 w le CENTERUNE CURVE DATA CHORD C-L C' T 1�4'49 1750.00' 94.98 I N8654'58-W 194.80- O N I O zo DO DO N Z DO 0 20 40 BO CITY PROJECT NO. 105988 Q RD 3011h0200431-105988-E07685 2� X-28421 y .PSCO NO. 85V D_ d a z H Call 6 y� tT'Ih( W BENCHMARKS: N SOUARE CUT ON WEST END OF AN INLET, w SOUTH SIDE OF ROLLING HILLS DRIVE, FIRST INLET WEST OF CHA< SCHOOL ROAD. ROAD. ElEV 87.16 Z "X" IN SQUARE CUT ON AT THE BACK OF H THE TOP OF CURB LOCATED ON THE z SOUTH SIDE OF LOLA ROAD LLI APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. ETEV 878.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD. ELEV 874.34 BBO OATS REVISION BY 875 STORM PLAN & PROFILE SD14 87o VENTANA WEST VENTANA ]PARKWAY 86! I CITY OF FORT WORTH TARRANT COUNTY, TEXAS I � sso L.MwtEIlwo.— LA 1110 NOM 11-1 Exvressway 1111, 111 211110 suIW 400 855 0al1es, Texas 75196 PRN-F-1388 I LLq PROJECT ID NT840-0171 l DATE TRAY 2025 DESIGN: DUFWR w7 I DRAWN: BRR7IPNI B50 Js�' .�L so//s HORZ: - M' I SCALE oaL zazs VERT: 1" - 4' SHEEEP 845 OF 5 HEETS STA 11+48.39 CHANNEL A- STA 14+54.00 CHANNEL M R iMpaNFL I CENTERLINE CURVE DATA N: 6926415.60 N: 6926719.92 BEGIN CHANNEL B E: 2270155.13 ' EN 2270166OP .42 -IN.7AU- 130 SY TYPE I CVN DELTA RADIUS LENGTH CHORD C-L END DROP STRUCTURE "A' DRY RIPRAP (12" 1.0' MINIMUM •- STA 14+49.00 CHANNEL A- DEEP) PER NCTCOG I C6 4258.01' 150.DO' 112.49' N21'41'S5'E 109.BY u FREEBOARD ^_ STA 11+16.52 CHANNEL A= N: 6g28]14.92 SPECIFICATIONS 803.3 {y N: 6926387.39 E: 2270156.40 I C] 42'S8'O1' 150.00' 112.49' N21'41'S5'E 109.BY NATURAL w W O E 2270140.45 DROP STRUCTURE GRADE CHANGE-INSTPLL 36 CY R'7 a A\ I DROP STRUCTURE GRACE CHANGE INSTALL 148SY TYPE CONCRETE APRON I C8 44'14.42- 150.DO- 115.83- N22'20'16'E 112.98' GROUND _ O RIPRAP INSTALL 98 SY TYPE 2, DROP STRUCTURE PER 12. \ o DEEP) PER NCTCOG STA 14+22.00 CHANNEL M DETAIL 1HIS SHELT A° 0RY RIPRPP (12" A� 6' TOP SOIL 5TA 11+11.52 CWNNEI M SPECIFICATIONS 803.3 N: 692668792 DEEP) PER NCTCOG l+ PAID SEEDING 6' TOP SOIL N: 5925 W.27 E: 22]0166.30 SPECIFICATIONS 803.3 10' CHANNEL ACCESS REWIRED. AND SEEDING Z INSTALL 49 CY ON, SIRUCNRE GRADE CHANCE AT 15% MAX SLOPE 16' REOVIREO. E 2270137.61 CONCRETE APRON BEGIN DROP STRUCTURE STA 14+17.00 CHANNEL A- PT PAV STA 16+4635 O DROP STRUCTURE PER N: 6926682.92 1 \ SEE TAB IE PRONDED ON SHEET 41 FOR Z DETAIL THIS SHEEP E: 2270166.28S --@O_ STA 16+68.64 CHANNEL A= 0 20 40 80 DATA AT EACH HYDRAWC CRO55-SECTION BEGIN DROP STRUCTURE - _ SIA T+UU.UU SU1 DO INSTALL RIP BY TYPE PAV STA PARKWAY 73(52.68' RT) -- "A" MY R N CG - ' VENTMIA PARKWAY Pg IYELG M DEEP) PER NCTCOG _ AI CHANJaIFI SFCTIO O 0 \ SPECIFlCATONS 803.3 � r INBTALL SW-0 WINGWALL � s h _ STORM WATER FACILITY o CITY PROJECT NO. 105986 �- MAINTENANCE �S Vij D00131-103988-EO]6g3 AGREEMENT X2842INO. 8Y i � I N0. 5V � 08 ),t..1`T - �� ^''T 1�Jp✓og 1A a z fr Z .+�(• : F.a ef91x9Y'uA 1H W RAO BENCHMARKS - ' . STA 15 46. AN EL A= w SQUARE CUT ON WEST END OF AN INLET, / / ^ \ / N: 8926at 2.79 TORM WATER $ODTH S1DE OF ROLLING HILLS DRIVE, ?i E: 2270167.66 FACILITY FIRST INLET WEST OF CHAPIN SCHOOL Q END DROP STRUCTURE MAINTENANCE ROAD. ELEV 800.16 BBD -INSTALL 89 SY TYPE TO BE CONSTRUCTED Z INSTPLL 1. SY TYPE 'A' DRY 'A' DRY RIPRAP (12' AGREEMENT TO WEST PHASE 1B RIPRAP (12' DEED PER NCTCOC STA 15+41.91 CHANNEL A= STA 13+41.43 CHANNEL A• DEEP) PER NCTCOG M 692680].81 (BY SEPARATE CONTRACT) "X" IN SQUARE CUT ON AT THE BACK OF H SPECIFlGnONS a03.3 N: 6926607.35 SPECIFCATONS 803.3 E: 2270167.1a THE TOP OF CURB LOCATED ON THE W INSTALL 41 CY CONCRETE ' E: 2270165.99 DROP STRUCTURE GRADE CHANGE / \ I SOUTH SIDE OF LOLA ROAD APRON DROP STRUCTURE PER - END DROP STRUCTURE INSTALL 34 CY APPROXIMATELY 300 FEET WEST OF THE 1 DETAIL THIS SHEET STA 13+03.87 CHANNEL A- N: 6926569.79 CONCRETE APRON IN: 126780.0 CHANNEL A= INTERSECTION OF LOLA ROAD & BANK STA 11+43.39 CHANNEL A= E 2270165.85 STA 13+36.43 CHANNEL A= DROP STRUCTURE PER N: 8926780.82 N: 6926410.98 BEGIN DROP STRUCTURE _N: 692660235 DETAIL THIS SHEET E: 2270166.65 ROAD. MUW 8]8.36 E: 227010.98 DROP STRUCTURE GRADE CHANGE E: 2270153.23 STA 13+08.87 CHANNEL M DROP STRUCTURE GRADE CHANGE HSTALL In SY TYPE STA 13+09.90 CHANNEL A= "X" IN SQUARE CUT ON AT THE BACK OF DROP STRUCTURE GRADE CHANGE N: 69265]4.]9 'A" DRY RIPRAP (12' N: 6926775.82 THE TOP OF CURB LOCATED ON THE PT PAV ST E: 2270165.87 - D®) PER NCTCOC INSTAL 127 SY TYPE "A' DRY E: 2270166.63 SOUTH SIDE OF PRADERA ROAD AT THE RIPRAP (12' DEEP) PER NCTCDO DROP STRUCTURE GRADE CHANCE SPECIFlCATONS BOG. IN BEGIN DROP STRUCTURE SOUTHWEST CORNER OF THE SPECIFICATIONS 803.3 L�E INTERSECTION OF PRADERA ROAD AND CHANNEL A (Dg4� _ MORADO ROAD. ELEV 874.34 1+00 12+00 13 DO 14 OO 15� G0 16 DO 17 CO � � o �� ' S �� �� ��f m76 w �L w 835 q `� '� � i 2 'o '� ��- �2 � '� � 870 �2 2 BE :III- „ o a r_ Yo"� o DATE REVISION BY tfF 4F t� ao i + + ��\�{�- 865 STORM PLAN &PROFILE 'i G�k GAT $W10�GTk°b fr� LI�`•� CHANNEL A (DB4) iRRiw ID11YR 1. �Id - -- - cNiNm 1 _ 845 E I UW 86o VENTANA WEST VENTANA CK RI S9 O ---- f d� .-I.��� 85. PARKWAY '� ( 3F?�. _ - -,- CITY OF FORT WORTH I D � I TARRANT COUNTY, TEXAS 7/n 9 8 Z 7 p 9 D:N►R E 35 I E 1 ids• I 850 57 e +v.52x Wwp�S`�Tm�rirocIm • _ rl.Y! Uu71 \ C A \ 6660 NOM Cantrel Expressway Phone 4696110]10 Iej pro N-, spIN4o0 Bn � Callao, Taxes ]620fi FAN-F-1366 \� '�•, 8 ` i ) M / y , 1p(�9w. cif o +{.4IA I 845 _ I PROJECT171D -R `R(I� FGP \� PR P ryl (DATE MAY 2025 IiR PL NAANO DESIGN: DIFOUR ao DRAWN: SRRiHANN s 82S 840 /l� ST N 5 I scA'F d d os pe zpzs HMZ 1 VERT: 1' _ 4' SHEET ✓� # 38 E on' 820 835 OF 55 SHEETS 875 870 865 4 8 g e 855 08 840 CENTERLINE CURVE DATA IEI INCIRD C9 16'47T 3. RADIUS �.� I N81-03-M-E 143.80' INSTALL 286 SY TYPE W DRY RIPRAF (12- DEEP) PER NCTCOC SPECIFICATIONS 803.3 BEGIN CHANN B I TO BE CONSWEST PHASED (BY SEA WEST PHASE 1A / (BY SEPARATE CO RAM / I I I I � I ( I I I I 11 I STA 2+23.97 CHANNEL B— _ W 6926774.70 E 22]0285.66 DROP STRUCTURE GRADE CHANGE STA 2+26.97 CHANNEL 9- N: 6926775.02 E: 2270290.68 TO BE CONSTRUCTED END DROP STRUCTURE VENTM WEST PHASE to PT PAV STA 2+34 72 (SY SEPARATE CONTRACT) i� I_L'r�•�� I�� IL'� IL�I Mir L' OM �'' Rq w�I �'-it It l'i CaPA�y ti N�IR�/ (II I 11 37 DEEP) PER EMN DROP STRUCTURE CHANNEL B (DB-6) —70 1.0' MINIMUM n FREEBOARD NATURAL w O GROUND O Tr tzt' � 6' TOP SOIL AND SEEDING 6' TOP SOIL H REQUIRED. AND SEEDING Z 16 REQUIRED. O SEE TABLE PROVIDED ON SHEET 41 FOR Z DATA AT EACH HYDRAUUC CROSS—SECTION m TYPICAL CHANNEL SECTIOQ{ s I I� O CITY PROJECT NO. 105988 Q Ln FID: 30114-0200431-105MI3—E07685 ?� _ + X-2B421 Y MAPSCO N0, 85V I¢ li (� Q W Z w gDisel©W'... _k w — 2 BENCHMARKS: r F SQUARE CUT ON WEST END OF AN INLET, LI ¢ SOUTH SIDE OF ROLLING HILLS DRIVE, ?i FIRST INLET WEST OF CHAPIN SCHOOL Q ROAD. E BDO.'B Z "X" IN SQUARE CUT ON AT THE BACK OF H THE TOP OF CURB LOCATED ON THE Z SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. E 87&36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD. ELEV 874.34 1+00 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 pp w GMUI �.-- EG z 875 �i1 /JOY = — - —I—_--�I—_--1 _ _ AL, I �— DATE REVISION BY Inn _ a — l� `�1 I---�rt-1 v, STORM PLAN& PROFILE f\ �j- -- — CHANNEL B B(D -6 ) 9 , 1 / 11 \kIi AEI -•LWLI VE _'-------�1�— --- -- r T 31177 +D.Tuf tj /865 VENTANA WEST - �T 100 Y + VENTANA / J / ��' 03 PARKWAY I �L�—CtNd 680 CITY OF FORT WORTH Lu TARRANT COUNTY, TEXAS Fles,6TID ) 850 �N E ° Mena—om I * l DATE: MAY 2025 `71 u' a iN.6M c w of oESIGN: WrouR 's07 I DRAwN: mRzuwn SCALE A W A ^ wr— os ae mzs ROR2: 1 • — 4D• 1✓ x y o r4 vERr: 1• - a• SHEEP W r IN W u v1W W W u W r W W W u W �_ 9 840 OF S5HEET5 MATCH LINE STA 9+50 esi I CENTERLINE CURVE DATA I TO BE CONSTRUCTED Y CVO DELTA RADIUS IEHCTH CHORD C-L illl� (BY SEAWEST PHASE 1) I (BY SEPARATE CONTRACT) 1 IR. I C10 90'00'OD' 120.00' 188.50' N44'2]'}]"E 169.71' STORM WATER 901 n e m P1 PAv crA 12rn1 �Z� FACILITY 1W.� MAINTENANCE AGREEMENT 0 20 a 60 VENTANA PARKWAY -- PAV 10' CHANNEL ACCESS I l\ AT ISX LIAI( SLOPE-- \ /ly SD3 TO BE CWS tUCTED \f/ \ (BY S P WEST PHASE 18 (BY SEPARATE CONTRACT) Jl TO BE CONSTRUCTED -A ; 1 VENTANA WEST PHASE 1C - (BY SEPARATE CONTRACT) _ -- - - �\ LF REFER SHEET 31 FOR RIP RAP DESIGN AND DIMENSIONS - STA 12401.91 CHANNEL B- 2.46 PAM STAy19+2(74.26' Rn VENTANA PARKWAY INSTALL CH-PW-O 4:1 HEADWALL END CHANNEL 8 CHANNEL B (DB-61 10 R)1 11 DO 2J00 13.00 w� 890 I x a t I Lm �n 885 I WIN, I I I 9 I \ g _�e75 j- - (LT 16I9! IML PR)PVSEI —'E E%moo i - rm oaI 25, U e I _ El 865 I i aHtrJ1 o�F�s } ao I 61' ry I I _ — 61 oa 855 I W 4 w 1.0' MINIMUM FREEBCARD _ w NANPAL GROUND p B.TOP SOIL 6' TOP SOIL AND S AND SEEDING Z REWIRED.IRED. 16' REQUIRED. O SEE TAB IE PROVIDED ON SHEET 41 FOR Z DATA AT EACH HYDRAUUC CROSS-SECTON m TYPICAI CHANJ l SFCTIOt O s I CITY PROJECT NO. 1059BB Q FID: 30114-0200431-105988-EO7685 2� x-28421 Y MWSOO NO. 85V EL , wommZ H Ii�.e Rit,s>iT"O pw' Z �I CfetriOyAw"l LJ BENCHMARKS: V) SQUARE CUT ON WEST END OF AN INLET, w SOUTH SIDE ROLLING HILLS DRIVE, ?i FIRSTINLET WEST OF CHAPIN SCHOOL Q ROAD ROAD. ELEV 800.16 Z "X" IN SQUARE CUT ON AT THE BACK OF H THE TOP OF CURB LOCATED ON THE W SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. ELEV 878.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD. ELEV 874.34 890 DATE REVISION BY 865 STORM PLAN & PROFILE CHANNEL B (DB-6) 88o VENTANA WEST VENTANA PARKWAY 8r CITY OF FORT WORTH TARRANT COUNTY, TEXAS 870 LAWA FiiHwiMcMa 6060 Norlh n el Expressway Ph— 4696210710 SNN 400 Oallaa, Texea 75206 FM-F-IW 865 * ,`C of r I <�PROJEC7iD kl�y,/AY l DATE MAY 2025 DESIGN: DIUMUR DRAWN: SRR2MRNN 0 �� sors o `zpzs I SCALE 86 HOR2: 1' 4 VERT: 1' � 4' SHEET 40 855 OF 55 SHEETS arver aeaan smuon eommemz IA1 �o logli/I nPIRd)oymnulu dery naf 'a'uboneW cM , u FosYeex i _ _ sso zmeshddl ryry Inl.k iJcwre es. ss Om ,4s z1a 012 - 1= 1ssr1 z I,Oo ,esr� aaeo I,O ri ,esd oae[i sso xa I sso 4sz 0u DZ rem,eo I,O Ji ,esfi aae[i d - I10 lssd n 12 Ill I,ori l.o oae v� aaeo zzr za1 ssa 0a, Ito Ji i�fi 10 d 1.aaeo a - � io Al ,od ,esd a eaasz zm z„ asa oae DiiIiioo no„o ieo e4z zs 1as z2z s44 oza ado zzso < 11 aeI Z' �ro aaa rr rrr _er an oao offi re�omo iaeo zzz11 o<o 527 1. Jae Ji zzs / ,04III Iee J rJ des d eaa z4 zu 21 sso oza 1ee Ji zufi des dl Iee r1J zs.rlJ ,e 12112 zu zaa 31, "1 RmZ eeA zcaA a -- IvuC6.lAIcalre suss zOs zs1 sm 0u iie✓ ems✓ 1y 11 oJI 1df Riaraa o aril zest ess[il ne rii zes�i eer[il Ire r�//i zeso ,sr d - 1. yr - od� olox 10< <u 4so o1s on d ud v aioreo ne usr/ v 71Jl2.JI 117n 110I1 42411 sae 0l7 0,0 DB4 UItlrrale C.—id.. FI.. Calculation Value. (cf.l I CD Cdntrlbutieg Rrver 001DON ,Dour DAss) WS) (cfs11 1043 1]11s"110 D�O'7' 180 IH38 1540 1153 1891 I O Total S031 _ L-0t el WSE µw Ew5EL05 ly, Cnaen elomrylt'�9 BSuecreical al oe5 Syr CM1ann e1 el = rYulfusl ue cdY t00yr Cnan el = 16gr Z Rrver Rea.M1 Conments .rayon Norm'f1JDeMM1 M.xetl Subcnecal M-d Suecnteal Mixed Mixed Mix. m I- Insl Icsl Inl Ifusl InJsl In/sl InJsl lrusJ� O ss I j Q cM1annele 3 Q yp1 Z c„annele 2.6p m �e III% ColTlr eorvere,e1:1 W �i Ienallrlele I Z77 CCh 67 c "1 _ „arel %DWWCNtue Z0. CM1annel6 ' es1 71 853 i9 32a 329 3]5 3]5 661 441 091 096 0•A c Contributing CtiannelBUlt'nrntedons Flo20Galcul2hon Vallues DAs Rrver SfaNdn 01N MCI lcfaJ 05yr (cfs) 0100yr (ch) au Ere ward a 53A 2-]1 2 1043 171 1 Ifrl I11 111 z l S3B S3A+$3B ]5 1540 ]8] 110 1153 180 1891 e /3 BARS O 6• O.C.B.W. e CONCRETE WEIR STRUCTURE -SEE SECTION A -A ON a III ' THIS SHEET FOR 6' MORE DUAL - 20 RIP RAP NO CONCRETE DROP - , DATEREVISION BY - STRUCTURE t� CHANNEL 5' CONIC {]`'' o�lSAHs s s• a CALCULATIONS EROSION PER MATTING ER PIAN TOE AT SIRUCNRE ' CONCRETE WEIR 6. STRUCTURE -SEE e 845E TO PREVENT MOVEMENT GRADE CHANGE ET ON THIS SHEEP FOR THIS SHEET � ENT A p 7 jL WEST Y Yal®' S1AeiA YY lal7 Jl IN CONCRETE DROP SIRUCIIIRE PEA PROFlIE PROPDSEO 6" CONCRETE MORE DETAIL 20' RIP RAP S 71E'A.7�If' A YAT A V 1La1� 1l L'ilelA (4,000 qi O t.2y T #3 B RS G SIRUCNRE WITH /3 8Ni5 O 6' O.C.E.W. I PARKWAY r 8' W ORADE CHANGE IN CONCRETE DROP EROSION CONTROL - STRUCNRE PER PRORUE PER PLAN es] ass n s os a 9, 0 94 09a I CITY OF FORT WORTH 0, ME STRUMMRE 5' GOING BASE m TARRANT COUNTY, TEXAS BEGIN CONCRETE D MOVEMENT SRtUCNRE m E LA N1 SOILS SHALL RE UNDISNRBEO NANRN. SOILS OR SHN1 6060 Nadb IMe away Ph-4696210710 000 BE PROPOSED GRADE SCARIFlED AND RECOMPACTEO TO 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH PROJECT Suite 400 Dallas, Texas 75206 ERN -F-IM oso GEOTECHNICAL RECOMMENDATIONS 1.0' MIN Laa yT-way-----FREEBOARD- I I.A4 PROJECT ID t CONCRETE DROP STRUCTURE WITH WEIRS NTBw-01J1 0i3 N.T.S. l DATE MAY 2025 41L ArvDLR DESIGN: WFOUR PROPOSED CHNJNEL SIDE 160] � DRAWN: SIUftMWN SLOPES 4.1 MPX r s�tdNA05 I RSG N/A CONCRETE WEIR -SECTION A -A 6s o9 zozs VERT:LE N/A VE N.T.S. SHEEP 41 OF 55 SHEETS DETAIL A 33 05 10—D402 EMBEDMENT FOR RCP STORM SEWER ALL SIZES E ga .T� DETAIL B 33 05 10-0403 EMBEDMENT FOR STORM SEWER CONCRETE BOX ALL SIZES m �R,', ii7J CITY OF FORT WORTH. TEXAS I RMSED; "112111 STANDARD 4'SOUARE JUNCTION BOX 33 49 10-D409 r=�Il ­"�' ........... L _J — I F1 > A� BARS A (#4) FoRT%RTH CITY OF FORT WORTH, TEXAS I REVISED 1411-2121 STANDARD STORM DRAIN INLET —1-fro— I (SHEET I OF 2) 33 49 20-D405 T1 BARS J (#4) BARS B (#4) BARS F (#4) BARS M (#4) BARS S D (#4) I— I I -- BARS E (#4) BARS G BARS N (#4) CITY OF FORT WORTH, TEXAS I REIISEDII-31-1111 STANDARD STORM DRAIN INLET wl� I (SHEET 2 OF 2) 33 49 20-D405 i 01 C" PR0,11MT NO. 105988 RD: 3011-0200131-105988-E07665 X-28421 Y_ NAPSOO NO. 85V < z K.,,,! i;m, bellow. blif0l.y 11"Ll LU BENCHMARKS t� SQUARE CUT ON WEST END OF AN INLET, SOUTH SIDE OF ROLLING HILLS DRIVE, nRST INLET WEST OF CHAPIN SCHOOL < ROAD. � 8DO'S z "X" IN SQUARE CUT ON AT THE BACK OF a THE TOP OF CURB LOCATED ON THE z SOUTH SIDE OF LOLA ROAD LL' APPROXIMATELY 300 FEET WEST OF THE > INTERSECTION OF LOLA ROAD & BANK ROAD. E 87&M "X" IN SQUARE CUT ON AT THE BACK OF THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD. ELEV 874.34 1 1 DAM REVISION BY STORM DETAILS VENTANA WEST VENTANA PARKWAY CITY OF FORT WORTH TARRANT COUNTY, TEXAS Naawey I -hTa PAane 469L62I OA710 Dallas, T­ 75206 Fffi-F-IM UA PROJECT ID — _" 1 -ATE. MAY 2025 DESIGN: UA B—N: LA SULE HORZ: N/A VERT: N/A SHEET 47 OF 55 SHEETS v���i� IN Now. ELB1L1�4 ORTWO I CITY OF FORT WORTH, TEXAS REVISE D:9 9/2022 I RT iI1n I CRV OF FORT WORTH, TEXAS I REVISED 04-30.2021 STANDARD 5' SQUARE 33 49 10-D410 TYPICAL MANHOLE ! 33 49 10-D415 JUNCTION BOX PIPE PENETRATION 1 . �r.:°®`raw _�—o,.Y�, � I I I =• I w I� �= P1BN � . � e I ro. I a LC-PLAO ELEY9LDtl m S ' � ' � •^" •' s c. cue m (pa)El STEP SECTION r- _ `�� '� Baas D (pa) • ., ..roroo.00a aw..m♦ ro.�,m : xorz: gS ax .. ^. s ^Laa `�„Po.r� eAas �r (Aa) �� rz.n.e W�roa�wm.•.. n.. i __ ,� bx e. Y�..�:, .,. 15.,.., ^.- ° a. m=o�..•.ra.�h a...ia S$ ,r r amsswus wruuun ra nr..o®oes _ m aARs N•(@a) BARS I (9a) BARS 12 (A1) z a M -1z J. R CITY OF FORT WORTH, TEXAS REVISED /4-9D-2021 ^w •+rz• s'•=•«oA� a =m"' LLH RT WORT CITY OF FORT WORTH, TEXAS •Xeu a..= REVISED 04.90-2021 MANHOLE STEPS I 334910-D414 I FOR „ --Ty I STANDARD DROP INLET WITH LID 33 49 20-D408 0 I Z O m I COY PROJECT NO. 105988 Q RD: 3011h0200431-1G5988-E07685 2� x-28421 y MAPSCO N0. 85V d a z H N I.n,Delow... Z C I,Ip,-ra oyv. 3,� w l BENCHMARKS: N SOUARE CUT ON WEST ENO OF AN INLET, w SOUTH SIDE OF ROLLING HILLS DRIVE, ?i FIRSTROAD INLET WEST OF CHAPIN SCHOOL Q ROAD. ELEV 800.16 Z "X" IN SQUARE CUT ON AT THE BACK OF H THE TOP OF CURB LOCATED ON THE W SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. EUBV 878.35 'X" IN SQUARE CUT ON AT THE BACK OF THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD. ELEV 874.34 DATE II REVISION II BY STORM DETAILS VENTANA WEST VENTANA ]PARKWAY CITY OF FORT WORTH TARRANT COUNTY, TEXAS MIOLIM fi060 oM Nx xpressway Phone 469UI0710 6u N 400 Oalhs, Texas 75306 MIN -F-1388 LJA PROJECT ID �7 NT840-0171 DATE: MAY 2025 [ ANo DESIGN: LM ,w7 DRAWN: LE LU Oss o9L mzs SCA VERZ: N/A VERT: N/A SHEET 48 OF 55 SHEETS &qw 111L I I I 1 -1 �T— '-v'.-T I—ILT" :E 2 z 7 INSIDE ELEVATION PLAN —N. DETA- SECTION! A -A CITY OF FORT WORTH. TEXAS I REVISED 04-30-2021 CONCRETE PIPE COLLAR 1 33 41 10-D416 SECTION 411� (0: —IT 1-1 J IN. NFT &'L" El, COICIII, "I AS -- m t --N CITY PROJECTNo 1 D59N RD: 30114-0200�1 —105!N38—E07N5 x—mQl y- ,AA`SCO No. 85, 5 z K.t­114- �QW iall,bs F—y'—Aq Lu BENCHMARKS SQUARE CUT ON WEST END OF AN INLET, Lu SOUTHSIDE OF ROLLING HILLS DRIVE, FIRST INLET WEST OF CHAPIN SCHOOL ROAD. ELEV 80016 z -X" IN SQUARE CUT ON AT THE BACK OF F T E TOP OF CURB LOCATED ON THE z SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. ELEV 8711- "X" IN SQUARE CUT ON AT THE BACK OF THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORAIDO ROAD. ELEV 874.34 1 1 DATE REVISION W STORM DETAILS VENTANA WEST VENTANA PARKWAY CITY OF FORT WORTH TARRANT COUNTY, TEXAS LA S�w00 Wl,, Tm 75206 FRN-F-IM I-JA PROJECT ID NTB —017 , DAM WY 2025 VI[ Arv0E8 DEMIGN; I,A SCAU` HORZ: N/A 'ENT: N/A SHEET 49 OF 55 SHEEIS 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 WORTH 0 '` Fort Worth 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 FORTWORTH,. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: CND-P01Ventana,LLC Subject of the Agreement: 0.005 Acre and a 0.614 Drainage Channels for Grading Permit M&C Approved by the Council? * Yes ❑ No If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes © No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No © If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: Expiration Date: If different from the approval date. If applicable. Is a 1295 Form required? * Yes ❑ No *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: Ifapplicable. SWFMA-25-0081 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes © No ❑ Contracts need to be routed for CSO processing in the following order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.