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Home My WebLink AboutContract 63471Date Received: 6/18/2025 Permit No.: SWFMA-24-0051 Time Received: 12:21 p. m . City Secretary No.: 63471 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day 18th o f J u n e 2025, by and between PULTE HOMES OF TEXAS, L.P., a Texas limited partnership, acting by and through Marc Zett, its duly authorized Division Vice President of Land Planning and Development, hereinafter referred to as "Landowner", 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 Hiram Little Survey, Abstract No. 930, Tarrant County, Texas according to the deed recorded in Document No. D224108322, Deed 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 Parks of Village Creek Phase I 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 "Al — A-5" ("Facility Property"); and WHEREAS, Landowner agrees to convey the Facility Property to the Association and the Association agrees to accept the Property where the Stormwater Facility is located. NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner and Association, its successors and assigns, shall adequately construct and maintain the on -site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner and Association, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to ensure the safe and proper functioning of the Facility. The inspection shall cover the entire Facilities, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner and Association, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner and the Association, its successors and assigns, fail to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner and the Association, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner or the Association. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ASSOCIATION COVENANT AND AGREE AND DOES HEREBY INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE FACILITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA; OR FAILURE TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner and Association covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. [REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK] STORMWATER FACILITY MAINTENANCE AGREEMENT cJ Rev. 03/01/2022 BN Executed this 18th day of June CITY OF FORT WORTH C>9�—� Jesica McEachern Assistant City Manager City of Fort Worth Date: 06/18/2025 Approved as to Form and Legality: U Ke vl;l AwW- , 1 M. Kevin Anders, II (Jun 6, 202513:39 CDT) Kevin Anders Assistant City Attorney II City Attorney's Office Date: 06/06/2025 4 oa,� a O FORt�d�d ATTEST: (�� Odn4 nEXA?o'oo Jannette S. Goodall City Secretary Date: 06/18/2025 2025. LANDOWNER PULTE HOMES OF TEXAS, L.P. a Texas limited partnership By: Pulte Nevada I LLC a Delaware corporation y: arc Zett Its: vision Vice President of Land Planning and Development Date: Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Kandice Merrick Planning Manager Date: 06/06/2025 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on June 18th, 2025 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. (/ o,,r noo KATH LEEN BRADFORD +Notary Public �O+ STATE OE TEXAS NotGovP My Comm E D.p.1Apr9.7112,72027 Notary Public, State of Texas LANDOWNER STATE OF ,5 § COUNTY OF § BEFORE ME, the undersigned authority, a Notary in and for the State of T-ewo .,on this day personallyMarc"ot �appeared 1 t U 0 (name), 1/Wa�iiril,�(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 NW 61(l,Q.$ W-" -r4M (A) (entity), a iAm 1nwjz�kmV (entity type) and in the capacity therein stated. t GIVEN UNDER MY HAND AND SEAL OF OFFICE this CJW day of �I ku _1 20, X i's JESSICA R10JAS 47 My Notary ID # 126662649 '"'I,o *•'' ExpWaApM 18, 2026 STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN EXHIBIT "Al - A-5" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT 'A1 1 " STORM WATER FACILI7YMAIA=VAAICEARE4 6,II5SQFT0R o.14oACRESOFLAXD HIRAMLITTLESURVEY, ABSTRACT930 CI7YOFFORT WORTH, TARRAAT COUA7Y, TEXAS PULTE HOMES OF TEXAS, L.P. A TEXAS LIMITED PARTNERSHIP INST. NO. D224108322 0. P. R. T. C. T. LINE TABLE LINE # BEARING LENGTH L1 N00°39'57"W 40.03' L2 N89°20'03"E 54.78' L3 S00°24'51 "E 21.66' S'JRVo A$S�RA STORM WATER FACILITY - MAINTENANCE AREA 6,115 SQUARE FEET OR 0.140 ACRES S 84 ° 15'58" E 160.38 ' L2 J N 89°12'04" E 171.44' 189.35' S 89°03'02" W r112 /RF — S 89°12'04" W 214.07' 1892.76' POB PRATER ENERGY & STEVE CLINGMAN AND GLENDA CLINGMAN, DEVELOPMENT LLC HUSBAND AND WIFE INST. NO. D218135335 INST. NO. D216061381 0. P. R. T. C. T. 0. P. R. T C. T. LEGEND POB POINT OF BEGINNING POC POINT OF COMMENCING IRF 5/8 IRON ROD WITH CAP STAMPED "SHIELD ENGINEERING" FOUND, UNLESS OTHERWISE SPECIFIED NOTES: 1. LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS EASEMENT DRAWING. 2. BEARINGS REFERENCED TO THE TEXAS 0 60 120 STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL DISTANCES ARE GROUND DISTANCES. GRAPHIC SCALE IN FEET 'O' SHIELD4;�Xrn6— ENGINEERING GROUP CODY WATSON R.P.L.S. No. 7056 I � 0 0 c O rn� b ;o� I J I lRF POC REDBIRD LN (VARIABLE WIDTH R.O.W.) �E OF TF lei o ..................... CODY WATSON A 7056 ��FSUR ��o� TBPELS • Engineering #F-11039 • Surveying #10193890 DATED: 07-08-2024 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 REVISION 1: UPDATED OWNERSHIP EXHIBIT 'A 1 " 0 N m w a 0 w J Z L: z 0 m 0 W a 0 3 0 a L� 3 N W O ro LO N N z Z W Ld W N Q W N CD Z Q O K Y J 3 O m 0 N 0 N U W 0 O CL d N z a STORM WATER FA CILI7YMAIA7E1VANCEARE4 6,r15SQFT0R o.r4oACRE50FL4ND HIRAMLITTLESURVEY, A,6STRACT93o CITYOFFOR TWORTH, TARR4ATCOU=,, TEXAS BEING A TRACT OF LAND SITUATED IN THE HIRAM LITTLE SURVEY, ABSTRACT NUMBER 930, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AND BEING A PORTION OF A CERTAIN TRACT OF LAND DESCRIBED BY DEED TO PULTE HOMES OF TEXAS, L.P., A TEXAS LIMITED PARTNERSHIP, AND RECORDED IN INSTRUMENT NUMBER D224108322, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (O.P.R.T.C.T), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT 5/8 INCH IRON ROD WITH CAP STAMPED "SHIELD ENGINEERING" FOUND BEING THE SOUTHEAST CORNER OF SAID PULTE HOMES OF TEXAS, L.P. TRACT, AND BEING A REENTRANT CORNER FOR REDBIRD LANE (A VARIABLE WIDTH RIGHT-OF-WAY); THENCE SOUTH 89°03'02" WEST, OVER AND ACROSS SAID PULTE HOMES OF TEXAS TRACT, A DISTANCE OF 1,892.76 FEET TO THE POINT OF BEGINNING BEING IN THE COMMON SOUTH LINE OF SAID PULTE HOMES OF TEXAS TRACT AND THE NORTH LINE OF A TRACT OF LAND DESCRIBED BY DEED TO STEVE CLINGMAN AND GLENDA CLINGMAN, HUSBAND AND WIFE, AND RECORDED IN INSTRUMENT NUMBER D216061381, O.P.R.T.C.T.; THENCE SOUTH 89°12'04" WEST, WITH SAID COMMON SOUTH AND NORTH LINE, PASSING AT A DISTANCE OF 189.35 FEET THE COMMON NORTHWEST CORNER OF SAID CLINGMAN TRACT AND THE EASTERN MOST NORTHEAST CORNER OF A TRACT OF LAND DESCRIBED BY DEED TO PRATER ENERGY & DEVELOPMENT LLC, AND RECORDED IN INSTRUMENT NUMBER D218135335, O.P.R.T.C.T., CONTINUING A TOTAL DISTANCE OF 214.07 FEET TO A POINT FROM WHICH A 1/2 INCH IRON ROD FOUND BEING THE COMMON SOUTHWEST CORNER OF SAID PULTE HOMES OF TEXAS TRACT AND A REENTRANT CORNER OF SAID PRATER ENERGY TRACT BEARS SOUTH 89°12'04" WEST, A DISTANCE OF 171.44 FEET; THENCE OVER AND ACROSS SAID PULTE HOMES OF TEXAS TRACT THE FOLLOWING COURSES AND DISTANCES: NORTH 00°39'57" WEST, A DISTANCE OF 40.03 FEET TO A POINT; SOUTH 84°15'58" EAST, A DISTANCE OF 160.38 FEET TO A POINT; NORTH 89°20'03" EAST, A DISTANCE OF 54.78 FEET TO A POINT; SOUTH 00°24'51" EAST, A DISTANCE OF 21.66 FEET TO THE POINT OF BEGINNING AND CONTAINING 6,115 SQUARE FEET OR 0.140 ACRES OF LAND, MORE OR LESS. NOTES: 1. EASEMENT DRAWING OF EVEN DATE ACCOMPANIES THIS LEGAL DESCRIPTION. 2. BEARINGS REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL DISTANCES ARE GROUND DISTANCES. SHIELD ENGINEERING GROUP TBPELS • Engineering #F-11039 • Surveying #10193890 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 CODY WATSON R.P.L.S. No. 7056 DATED: 07-08-2024 REVISION 1: UPDATED OWNERSHIP E O ST T �P' \f •:i' Sir CODY WATSON 7056 I��FSUR`��o� LINE # L1 L2 L3 L4 L5 L6 LINE TABLE BEARING N84057'06"W N78"57'06"W N11°02'54"E S78057'06"E S84057'06"E S05002'54"W M J LENGTH 130.68' 147.18' 90.00, 142.46' 127.51' 80.87' EXHIBIT 'A 2 " STORM WATER FACILI7YMAIA=VAAICEARE4 24,716SQFTOR o.g67ACRESOFLAXD HIRAMLITTLESURVEY, ABSTRACT9,30 CI7YOFFORT WORTH, TARRAAl7-COUA7Y, TEXAS L2 CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH Cl 5.15' 20.00' 14°45'23" S12°25'36"W 5.14' C2 4.13' 50.00' 4°44'02" S17028'01"W 4.13' STORM WATER FACILITY MAINTENANCE AREA -24,716 SQUARE FEET OR 0.567 ACRES 1 L5 L1 / C1 84"59'34" W 19 05.52' POB PULTE HOMES OF TEXAS, L.P. A TEXAS ITED NST. NO.D2241PARTNERSHIP 08322LE SURv�Y 0. P. R. T.C. T. K1Rp'B C1°' 930 P 112 IRF PRATER ENERGY & DEVELOPMENT LLC INST. NO. D218135335 0. P. R. T. C. T. LEGEND: POB POINT OF BEGINNING POC POINT OF COMMENCING STEVE CLINGMAN AND GLENDA CLINGMAN, HUSBAND AND WIFE INST. NO. D216061381 0. P. R. T. C. T. IRF 5/8 IRON ROD WITH CAP STAMPED "SHIELD ENGINEERING FOUND, UNLESS OTHERWISE SPECIFIED. NOTES: 1. LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS EASEMENT DRAWING. 2. BEARINGS REFERENCED TO THE TEXAS 0 100 200 STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL DISTANCES ARE GROUND DISTANCES. GRAPHIC SCALE IN FEET SHIELD ENGINEERING GROUP TBPELS • Engineering #F-11039 • Surveying #10193890 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 CODY WATSON R.P.L.S. No. 7056 DATED: 07-08-2024 REVISION 1: UPDATED OWNERSHIP 3 O ax F-� A I Qal I 0 O rn� Up coCi ti 0 (� J I RF POC; REDBIRD LN (VARIABLE WIDTH R.O.W.) �E OF TF lei o ..................... CODY WATSON A 7056 ��FSUR ��o� EXHIBIT "A 2 " STORM WATER FA CILI7YMAIA7E1VANCEARE4 24,1716SQFTOR o.567ACRESOFL4ND HIP, AMLITTLESURVEY, AWSTRACT93o CITYOFFOR T WORTH, TARRAAT COU=,, TEXAS BEING A TRACT OF LAND SITUATED IN THE HIRAM LITTLE SURVEY, ABSTRACT NUMBER 930, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AND BEING A PORTION OF A CERTAIN TRACT OF LAND DESCRIBED BY DEED TO PULTE HOMES OF TEXAS L.P., A TEXAS LIMITED PARTNERSHIP AND RECORDED IN INSTRUMENT NUMBER D224108322, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (O.P.R.T.C.T), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT 5/8 INCH IRON ROD WITH CAP STAMPED "SHIELD ENGINEERING" FOUND BEING THE SOUTHEAST CORNER OF SAID PULTE HOMES OF TEXAS, L.P. TRACT, AND BEING A REENTRANT CORNER FOR REDBIRD LANE (A VARIABLE WIDTH RIGHT-OF-WAY); THENCE OVER AND ACROSS SAID PULTE HOMES OF TEXAS TRACT THE FOLLOWING COURSES AND DISTANCES: NORTH 84°59'34" WEST, A DISTANCE OF 1,905.52 FEET TO THE POINT OF BEGINNING; NORTH 84°57'06" WEST, A DISTANCE OF 130.68 FEET TO A POINT; NORTH 78°57'06" WEST, A DISTANCE OF 147.18 FEET TO A POINT FROM WHICH A 1/2 INCH IRON ROD FOUND BEING THE SOUTHWEST CORNER OF SAID PULTE HOMES OF TEXAS TRACT BEARS SOUTH 23°24'36" WEST, A DISTANCE OF 264.53 FEET; NORTH 11°02'54" EAST, A DISTANCE OF 90.00 FEET TO A POINT; SOUTH 78°57'06" EAST, A DISTANCE OF 142.46 FEET TO A POINT; SOUTH 84°57'06" EAST, A DISTANCE OF 127.51 FEET TO A POINT; SOUTH 05°02'54" WEST, A DISTANCE OF 80.87 FEET TO A POINT BEING THE BEGINNING OF A TANGENT CURVE TO THE RIGHT; WITH SAID TANGENT CURVE TO THE RIGHT AN ARC DISTANCE OF 5.15 FEET, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 14-45-23", AND A CHORD BEARING AND DISTANCE OF SOUTH 12°25'36" WEST, 5.14 FEET TO A POINT BEING THE BEGINNING OF A REVERSE CURVE; WITH SAID REVERSE CURVE AN ARC DISTANCE OF 4.13 FEET, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 04°44'02", AND A CHORD BEARING AND DISTANCE OF SOUTH 17-28-01" WEST, 4.13 FEET TO THE POINT OF BEGINNING AND CONTAINING 24,716 SQUARE FEET OR 0.567 ACRES OF LAND, MORE OR LESS. NOTES: 1. EASEMENT DRAWING OF EVEN DATE ACCOMPANIES THIS LEGAL DESCRIPTION. 2. BEARINGS REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL DISTANCES ARE GROUND DISTANCES. SHIELD ENGINEERING GROUP TBPELS • Engineering #F-11039 • Surveying #10193890 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 CODY WATSON R.P.L.S. No. 7056 DATED: 07-08-2024 REVISION 1: UPDATED OWNERSHIP E O ST T �P' \f •:i' Sir CODY WATSON 7056 I��FSUR`��o� N O W r O w 0 w J z L: z 0 m 0 W 0 Q W W 0 LO N / z z W Ld W N Q W N z O Fy Q Y J 0 0 N O i L) U W 0 O tY tL N z Q tr EXHIBIT 'A 3 " STORM WATER FA CILITYMAIATEIVANCEAREA z7557SQFTOR o.4o3ACRESOFLAXD HIRAMLITTLESURVEY, ABSTRACT93o CITYOFFOR T WORTH, TARRAAT COU=,, TEXAS IRF SURv�Y LINE TABLE 9y) LINE # BEARING LENGTH L1 N09020'34"W 50.00, 1' Y•7 Z I L2 S05'02'54"W 50.00' 0 STORM WATER FACILITY MAINTENANCE AREA N 17,557 SQUARE FEET OR 0.403 ACRES 61E 181.04� \ S 84057106" E 176.40' N g0°3g,2- / J J � N 7g^ 174.73N 84°57.0611 W 170.09' 90215 w v ;0"" S 80°392g W 917.92' POB PRATER ENERGY & DEVELOPMENT LLC INST. NO. D218135335 0. P. R. T. C. T. PULTE HOMES OF TEXAS, L.P. A TEXAS LIMITED PARTNERSHIP INST. NO. D224108322 0.P.R.T.C.T. LEGEND: POB POINT OF BEGINNING POC POINT OF COMMENCING IRE 5/8 IRON ROD WITH CAP STAMPED "SHIELD ENGINEERING" FOUND, UNLESS OTHERWISE SPECIFIED NOTES: 1. LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS EASEMENT DRAWING. 2. BEARINGS REFERENCED TO THE TEXAS 0 80 160 STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL DISTANCES ARE GROUND DISTANCES. GRAPHIC SCALE IN FEET SHIELD - ENGINEERING GROUP CODY WATSON R.P.L.S. No. 7056 TBPELS • Engineering #F-11039 • Surveying #10193890 DATED: 07-08-2024 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 IRF POCIIIIIIIIIIIIIIIIII 0 / REDBIRD LN (VARIABLE WIDTH R.O.W.) E ST OT •:i' Sir ..................... CODY WATSON 7056 0 W a c� 3 0 a W 3 N r W O ro Ln N N z Z W Ld W N Q W N Z Q O K Y J 3 O 0 N o i U W 0 O d N z a EXHIBIT 'A 3 " STORM WATER FA CILI7YMAIA7E1VANCEARE4 z7557SQFTOR o.4o3ACRESOFLAXD HIRAMLITTLESURVEY, ABSTRACT93o CITYOFFOR T WORTH, TARRAAT COU=,, TEXAS BEING A TRACT OF LAND SITUATED IN THE HIRAM LITTLE SURVEY, ABSTRACT NUMBER 930, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AND BEING A PORTION OF A CERTAIN TRACT OF LAND DESCRIBED BY DEED TO PULTE HOMES OF TEXAS, L.P., A TEXAS LIMITED PARTNERSHIP AND RECORDED IN INSTRUMENT NUMBER D224108322, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (O.P.R.T.C.T), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT 5/8 INCH IRON ROD WITH CAP STAMPED "SHIELD ENGINEERING" FOUND BEING THE SOUTHEAST CORNER OF SAID PULTE HOMES OF TEXAS TRACT, AND BEING A REENTRANT CORNER FOR REDBIRD LANE (A VARIABLE WIDTH RIGHT-OF-WAY); THENCE OVER AND ACROSS SAID PULTE HOMES OF TEXAS TRACT THE FOLLOWING COURSES AND DISTANCES: NORTH 78°02'15" WEST, A DISTANCE OF 1,917.92 FEET TO THE POINT OF BEGINNING; NORTH 84°57'06" WEST, A DISTANCE OF 170.09 FEET TO A POINT; SOUTH 80°39'26" WEST, A DISTANCE OF 174.73 FEET TO A POINT; NORTH 09°20'34" WEST, A DISTANCE OF 50.00 FEET TO A POINT FROM WHICH A 5/8 INCH IRON ROD WITH CAP STAMPED "SHIELD ENGINEERING" FOUND BEING A REENTRANT CORNER OF SAID PULTE HOMES OF TEXAS TRACT; NORTH 80°39'26" EAST, A DISTANCE OF 181.04 FEET TO A POINT; SOUTH 84°57'06" EAST, A DISTANCE OF 176.40 FEET TO A POINT; SOUTH 05°02'54" WEST, A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 17,557 SQUARE FEET OR 0.403 ACRES OF LAND, MORE OR LESS. NOTES: 1. EASEMENT DRAWING OF EVEN DATE ACCOMPANIES THIS LEGAL DESCRIPTION. 2. BEARINGS REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL DISTANCES ARE GROUND DISTANCES. SHIELD ENGINEERING GROUP TBPELS • Engineering #F-11039 • Surveying #10193890 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 CODY WATSON R.P.L.S. No. 7056 DATED: 07-08-2024 E O ST T �P' \f •:i' Sir CODY WATSON 7056 i��FSUR`�� - LINE # L1 L2 LINE TABLE BEARING LENGTH N13°52'38"E 60.00' S11'25'31"W 61.30' N J 0 r o lRF N Q761 w �w o S 52o37'42" W 45.43' w z PRATER ENERGY & z DEVELOPMENT LLC o INST. NO. D218135335 WRINIANKiag m N 5 T N V, LEGEND: w POB POINT OF BEGINNING m w POC (N POINT OF COMMENCING j IRF 5/8 IRON ROD WITH CAP STAMPED N "SHIELD ENGINEERING" FOUND, z UNLESS OTHERWISE SPECIFIED 3 NOTES: 1. LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS EASEMENT DRAWING. Fy 2. BEARINGS REFERENCED TO THE TEXAS Y STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL J DISTANCES ARE GROUND DISTANCES. 0 0 N EXHIBIT 'A4 4 " STORM WATER FA CILI7YMAIA7E1VANCEARE4 24,573 SQFTOR o.564ACRES OFLAND HIRAMLITTLESURVEY, A,6STRACT93o CITYOFFOR T WORTH, TARRAAT COU=,, TEXAS SURVEY KIRP S�Igp,C -So 930 AB STORM WATER FACILITY — MAINTENANCE AREA 24,573 SQUARE FEET OR 0.564 ACRES N 89035'09" E 209.23' S 89035'09" W 204.18' POB 00 PULTE HOMES OF TEXAS, L.P. A TEXAS LIMITED PARTNERSHIP INST. NO. D224108322 0. P. R. T. C. T. 0 100 200 GRAPHIC SCALE IN FEET 0 N SHIELD ENGINEERING GROUP N z Q TBPELS • Engineering #F-11039 • Surveying #10193890 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 CODY WATSON R.P.L.S. No. 7056 DATED: 06-05-2024 N J /Vlg o�3 lg W S2 qs, I rn �o o I w Z: ~�cI oZc� 0 J � RF POC REDBIRD LN (VAR. WIDTH R.O.W.) E OF T� \STf •:i' ,''co Sir ..................... CODY WATSON 'O 7056 i��FSUR`�� - 0 W a c� 3 0 a W 3 N 00 W ro O CV N H Z W Uj W N Q W N Z Q O K Y J 3 O 0 N O i U W 0 O rL d (n z a EXHIBIT 'A4 4 " STORM WATER FA CILI7YMAIA7E1VANCEARE4 24,573 SQFTOR o.564ACRES OFLAND HIRAMLITTLESURVEY, A,6STRACT93o CITYOFFOR T WORTH, TARRAAT COU=,, TEXAS BEING A TRACT OF LAND SITUATED IN THE HIRAM LITTLE SURVEY, ABSTRACT NUMBER 930, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AND BEING A PORTION OF A CERTAIN TRACT OF LAND DESCRIBED BY DEED TO PULTE HOMES OF TEXAS, L.P., A TEXAS LIMITED PARTNERSHIP AND RECORDED IN INSTRUMENT NUMBER D224108322, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (O.P.R.T.C.T), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT 5/8 INCH IRON ROD WITH CAP STAMPED "SHIELD ENGINEERING" FOUND BEING THE SOUTHEAST CORNER OF SAID PULTE HOMES OF TEXAS TRACT, AND BEING A REENTRANT CORNER FOR REDBIRD LANE (A VARIABLE WIDTH RIGHT-OF-WAY); THENCE OVER AND ACROSS SAID PULTE HOMES OF TEXAS TRACT THE FOLLOWING COURSES AND DISTANCES: NORTH 70°13'15" WEST, A DISTANCE OF 1,952.46 FEET TO THE POINT OF BEGINNING; SOUTH 89°35'09" WEST, A DISTANCE OF 204.18 FEET TO A POINT; NORTH 76°07'22" WEST, A DISTANCE OF 206.61 FEET TO A POINT FROM WHICH A 5/8 INCH IRON ROD WITH CAP STAMPED "SHIELD ENGINEERING" FOUND BEING A REENTRANT CORNER OF SAID PULTE HOMES OF TEXAS TRACT BEARS SOUTH 52°37'42" WEST, A DISTANCE OF 45.43 FEET; NORTH 13°52'38" EAST, A DISTANCE OF 60.00 FEET TO A POINT; SOUTH 76°07'22" EAST, A DISTANCE OF 199.09 FEET TO A POINT; NORTH 89°35'09" EAST, A DISTANCE OF 209.23 FEET TO A POINT; SOUTH 11°25'31" WEST, A DISTANCE OF 61.30 FEET TO THE POINT OF BEGINNING AND CONTAINING 24,573 SQUARE FEET OF 0.564 ACRES, MORE OR LESS. NOTES: 1. EASEMENT DRAWING OF EVEN DATE ACCOMPANIES THIS LEGAL DESCRIPTION. 2. BEARINGS REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL DISTANCES ARE GROUND DISTANCES. SHIELD ENGINEERING GROUP TBPELS • Engineering #F-11039 • Surveying #10193890 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 CODY WATSON R.P.L.S. No. 7056 DATED: 06-05-2024 E O ST T �P' \f •:i' Sir CODY WATSON 7056 i��FSUR`�� - 04 N O N 00 0 w 0 z z x O m 0 W a U' 0 a on I W s Ln ro O N zz m W ug N 0 Fy O / `1 J J_ 0 M O N O N (% U W O d cn 6 z 3 EXHIBIT STORM WA TER FACILITYMAIA=VAAICEARE4 11,357SQFTOR a 261 A CRES OFLA XD HIRAMLHTLESURVEY, ABSTRACT9,30 CITYOFFORT WORTH, TARRAATCOUNTY, TEXAS FERNANDO GUTIERREZ AND EUNICE GUTIERREZ INST. NO. D219141526 0. P. R. T. C. T. KARL E. WALLACE, ET AL TO HENRY S. MILLER COMPANY, TRUSTEE DT5324, P444 D. T. R. T. C. T. MEMORANDUM OF AGREEMENT PROPOSED 30' WATER/SEWER FACILITY EASEMENT FM 1187 POINT FROM WHICH : INST. NO. D221356439 (100' ROW, INST. NO. D151001135, 1/2 /RF BEARS: 0 P R T C T N88°3757"E, 1366.86' O.P.R.T.C.T.) 20 WATER EASEMENT POC INST. No. D223195582 3" STEEL FENCE POST 0. P. R. T. C. T. 82°0024" — — — — — — — — — — — — E 254.86' - — — — — L1 _ _ _ _ _ _ _ _ _ ryO LINE TABLE POB �_ j / I LINE # BEARING LENGTH I Lq V '(d L1 S89°54'00"E 179.36' J IV v ry L2 S32°O8'16"E 14.36' I L3 S28°18'59"W 8.26' L4 L4 N89"54'00"W 184.73' STORM WATER FACILITY L5 N00006'08"E 60.00' MAINTENANCE AREA 11,357 SQUARE FEET OR 0.261 ACRES REMAINDER J.111 ACRE TRACT I CURVE TABLE PARKS OF VILLAGE CREEK, LLC I CURVE # I LENGTH I RADIUS I DELTA I CHORD BEARING I CHORD LENGTH INST. No. D221 169762 0. P. R. T. C. T. I Cl 42.59' 40.00' 61 °00'36" S02°11'08"E 40.61' PULTE HOMES LEGEND: OF TEXAS, L.P. POB POINT OF BEGINNING INST. No. D224108322 POC POINT OF COMMENCING 0. P. R. T. C. T. r`, IRF 5/8 IRON ROD WITHENGINEERING" FOU D,CAP UNLESSMPED OTHERWISE SPECIFIED I, jR V L 1 LIRA STj CV tA0 930 NOTES: 1. LEGAL DESCRIPTION OF EVEN DATE AB ACCOMPANIES THIS EASEMENT DRAWING. , 2. BEARINGS REFERENCED TO THE TEXAS 0 80 160 STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL DISTANCES ARE GROUND DISTANCES. GRAPHIC SCALE IN FEET SHIELD ENGINEERING GROUP CODY WATSON R.P.L.S. No. 7056 TBPELS • Engineering #F-11039 • Surveying #10193890 DATED: 06-06-2024 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 0 W a c� 3 0 a W 3 N W O ro Ln N N z Z W Ld W N Q W N Z Q O K Y J_ 3 O r� O N O Ul U W O w d N z Q EXHIBIT "A5" STORM WATER FA CILI7YMAIA7E1lANCEAREA -f1,357SQFTOR 0.261ACRE50FL4ND HIP, AMLITTLESURVEY, AWSTRACT93o CITYOFFOR T WORTH, TARRAAT COU=,, TEXAS BEING A TRACT OF LAND SITUATED IN THE HIRAM LITTLE SURVEY, ABSTRACT NUMBER 930, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AND BEING A PORTION OF A CERTAIN TRACT OF LAND DESCRIBED BY DEED TO PULTE HOMES OF TEXAS, L.P., A TEXAS LIMITED PARTNERSHIP AND RECORDED IN INSTRUMENT NUMBER D224108322, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (O.P.R.T.C.T), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 3 INCH STEEL FENCE POST FOUND BEING THE COMMON NORTHWEST CORNER OF SAID PULTE HOMES OF TEXAS TRACT AND BEING THE NORTHEAST EAST CORNER OF A TRACT OF LAND DESCRIBED BY DEED TO INTELLI LLC, AND RECORDED IN INSTRUMENT NUMBER D215064520, O.P.R.T.C.T., ALSO BEING IN THE SOUTH RIGHT-OF-WAY LINE OF FM 1187 (A 100 FOOT RIGHT-OF-WAY) AS DESCRIBED BY DEED AND RECORDED IN INSTRUMENT NUMBER D151001135, O.P.R.T.C.T.; THENCE OVER AND ACROSS SAID PULTE HOMES OF TEXAS TRACT THE FOLLOWING COURSES AND DISTANCES: SOUTH 82°00'24" EAST, A DISTANCE OF 254.86 FEET TO THE POINT OF BEGINNING; SOUTH 89°54'00' EAST, A DISTANCE OF 179.36 FEET TO A POINT FROM WHICH A 5/8 INCH IRON ROD WITH CAP STAMPED "SHIELD ENGINEERING" FOUND BEING THE NORTHEAST CORNER OF SAID PULTE HOMES OF TEXAS TRACT BEARS: NORTH 88°37'57" EAST, A DISTANCE OF 1,366.86 FEET; SOUTH 32°08'16" EAST, A DISTANCE OF 14.36 FEET TO A POINT BEING THE BEGINNING OF A TANGENT CURVE TO THE RIGHT; WITH SAID TANGENT CURVE TO THE RIGHT AN ARC DISTANCE OF 42.59 FEET, HAVING A RADIUS 40.00 FEET, A CENTRAL ANGLE OF 61-00-36", AND A CHORD BEARING AND DISTANCE OF SOUTH 02°11'08" EAST, 40.61 FEET TO A POINT; SOUTH 28°18'59" WEST, A DISTANCE OF 8.26 TO A POINT; NORTH 89°54'00" WEST, A DISTANCE OF 184.73 FEET TO A POINT; NORTH 00°06'08" EAST, A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 11,357 SQUARE FEET OR 0.261 ACRES, MORE OR LESS. NOTES: 1. EASEMENT DRAWING OF EVEN DATE ACCOMPANIES THIS LEGAL DESCRIPTION. 2. BEARINGS REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL DISTANCES ARE GROUND DISTANCES. SHIELD ENGINEERING GROUP CODY WATSON R.P.L.S. No. 7056 TBPELS • Engineering #F-11039 • Surveying #10193890 DATED: 06-06-2024 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 -----------------1---- _\--_ F—----—---------- _ _ _ _ _ _ _ _ _ _s° °.R.w.°e usawcxr FM 1187 _ R POC ° HW ROW, HI NO. D151001135, O.P.R.T.C.T.) a0s �e S89°54'00"EI �opamL 1]3.40= ----------- ----- - - - -�_ -----L9_-,- vA—' Fwscnrsvr _ \ x', IN 00°O]'S4° E °uu op Acaccwcxr Wsr x° °�, w�rc%saxra � ' , O I LB 22 ]2' warale� Iponw;c;essel I I , II 1`_" } _ _ _ _ _ _ _ _ f _ _ °aa ici]a J �m °w° We• wxww VICINITY MAP MuLZ" III opRro* r/ crw 'cmauw' N86°26'12"E 1132T l e M I�vz,. °pa.rcr j3 °.aa rcr 0 100 200 N 89°OS'26" E 3]1.63' J I I J—\,..�. a z e — N'a scNcxr� QzHt GRAPHIC SCALE IN FEET ,ti. / I j oaa.rcr , I I. vwa.G III �I r/z crar "caErcv /a IJ o.vA, I ]]M�I � '' L13 ////w � tzzsw, aM li �I" @ 5 )9• i g J a °zz ww r a szarE d �a 213.99'/ CB r�15 N89°35'09"E�42401' N 09°56'20" E 16848' 1 F HERON CREEK DR S51°OB'S5"W �r T1EENuavo I ial �re I18 /213 36.83' °35'BOW a C] 88909'W 428.97' I N1R^eS�'anCT ° 1 , , 1 / �s 4Ltfi �,a Iawr rnavw aac u Iruvv r°ma a°roprax /// 1 � 1 I/ / rx',sr so P.rz°ic' �� ill I I r�_W 22MI sz wiw Aa aG�m i�izooa / // , _a— — — — — — — — — — — — — — — — — — — � �r � l � / I°w,�. e� .xa� n.w,✓ `.°:` �I°�a. a� �x1 �,d xwx'„€� �� i I i °aa.r°.r air --Zwp _-----xmew mm a R1� _-------- �l m p"� // 3 re _ )) vm xPJ JI wweeCE) by ], 1� //A/' amo.°rv%��nwHg°))){�..✓.,� _-- LEGEND °parer / l ell s/ oax sisw J I w u d moo/ waa0 w.w.wB en e z.«� J 'w9)181 1 ° ° DE INDICATES A DRNNAGE EASEMENT — V �e ss„z.✓£J SSE =INDICATES A SANITARY SEWER EASEMENT i f °Parer I xx�•�,/1 °° J °mmn'�' zI .z✓ ®%x z_v�W% vI '-' o.var°r '' US INDICATES A UTILITY EASEMENT W © 1 / dl1J a 9 xn�.ore fl sa.ov d/ 1°S0 ffia.°z BL = INDICATES A BUILDING LINE ,w�.°ao,T evmis HAT yll 5/ r l n m va x.� lxw,va.l :.. ll rx x x / -- ° axxxAI.w..aaGl e a w�.°w..,,,zJJJJ %CF INDICATES ' "CUT IN CONCRETE, FOUND a,00aAA w,.°i)�P5 )R� I' °pxrcr xCS INDICATES'%' CUT IN CONCRETE SET MOCKWGBUNLII Of1J r �z — (60'ROW, MST NO ) IRF INDICATES 5/8-INCH IRON ROD FOUND WITH PLASTIC CAP STAMPED "SHIELD ENGINEERING" L6 ] N89°35'09"E ]54.25' l �,...i °va,aN 89°35'03'E 81393' PRT nT JIr _ IRs INOICATEs s/5 -IN CH IRON ROD SET WITH PLASTIC c STA aiClia.,wJ ay TMlsaur O = OEF�CIALD PUBLICDRECOIRDSRITARUNLESS OTHERWISE AP u, ww w NOTED m¢ a:=¢ �.`s °§ IRG.¢ g"§p a.§a"§e,§°®a_§ea§ s§g=��¢Ay OR COUNTY, TE%A5 'a H _ a:`4 =iE ="S : R III9: @ _ P k : @ "_ _ E IIIIa-- @= _ del III @—_ '@_ ,P 6 �gil rs,avow oewcnrlw PRTCT - PL1T RECORDS. TARRANT COU—. TEXAS _`_ rxsrs n:^ F L21 WrP �" `Jlllr I I d w _m -T_ -9Lwm I i rLwooplpw ,'��51 ®§e.§a ¢L•p=r4a ¢Ieea,`a_¢ '.§,l I,aT '�i� I °arcr s n,_� sxx ,o� 1 J xr I la . = me. wxv �� ww v- am !I mm lI' errmssuT ENGINEER/SURVEYOR OwNERl�DEVELOPER as § d wra6 g'gg,`s Ia§ e § 3 § aa§ :a¢ ta§ g.§ aa¢ 3P§ as§ :a¢ 9p`3 aF§ e.¢ g._§?I� g§° ¢I ¢a'g'gF§ a6 ,.a afr§ a.¢ 3. § ,.a 9 `a.6 I¢�� aII wwRR A. l oparcr °parer .I __ .� 5- @ P = P : @ @ @ P I : E @ = P : k @ @ P " E . @ _ P �. $: k @ k @ ?"@ _ - :"@ _"@ �- �_I m I,n 1600LOESiGINEE STREET. SUIiEp600 5rrr T[ rpo sr 1 wl' _^x FORT WORTH TEXAS 66102 R[ss Lw �p (A")lip �WJo, zeoo JAY CREEK DR - I �__�m",_--__ u FINAL PLAT ¢a"§a"§a ¢�4 §ae¢a=`sa^¢Ig I'Em of n@,m= ,--e=-e' a-'�a-¢°�`gl§ LI¢S��^-`"ee•ge e= @ 'e:-ee =�-@ i w� FvI6 I Qr= _ I IyI ' l " m m m . m wm .m _ em _ _m mm __ . _ Hm mm 1 rlF PARKS OF — -- I m m m mp °ar r 1-r f 9 " 9 �' w 1I� VILLAGE CREEK Ilm §3 a;�§ §,® 3s� :. tag 0"!;§ W8=@ AN ADDITION TO w. W .xs �(_�_ I llzl Ila�e =^s _ `"a sl .N 1 °�. y l THE CITY OF FORT WORTH, a r F wwFwCH;REEK DR a.I TARRANT COUNTY, TEXAS rxs oparcr '. n° -—_- --°»^'a^'°�� - - - - - ¢ a ar e BEING 61,283 ACRES OF LAND T. > SITUATED IN THE HIP AM LITTLE SURVEY, .E —m�a —_ �°�xx __ mow__ >d -xa awo.E ABSTRACT NO.930. @£a :=°gawpaw@�BPs:a§ CITY OF FORT WORTH, TARRANT COUNTY, TEXAS oparcir-I_ II v.�.m�©®,..«mom m�m4iJ°a re -L20 S 89°3 45 I l /z tap .•.,. I _ _ r / / 5�"12'Od" W 18635U' �x _ - _ _ - wr ° - �` °par°r r °parer �,s R a� - SHIELD T ENGINEERING nw. wr ux wxae w-w-... w.. rxr.am zm. °ma �sw w.s am vow mxn yews aomuumr wuew TBPELS ENGINEERING %F-11D39, SURVEYING-1— EXHIBIT A — FINAL PLAT — PAGE 1 OF 2 DDMxry °. TArerearo NOTES: - 1 ALL DISTANCES ALONG ARCS ARE GIVEN AS ARC LENGTHS _ DEVELOPMENT YIELD iOTwL rvuMeERLms _ xn, TExasHojoEr arc.vj wo rwcr ar uxo 2. BEARINGS BASED ON NAD83 T.NC GPS OBSERVATIONS AMIL GLEFYneiACx an SICURPAMTAACx KU _ TWO FA _ 1-11AMI _ COMMENCINGRAr 3, ALL CORNERS PRE MARKED WITH A 5/8" IRON ROD WITH BLUE PLASTIC CAP STAMPED "SHIELD COMMERC NUMBERO ERrvwTEOEE ELOn. NUMBER7 PRU.Y ENGINEERING" UNLESS OTHERWISE NOTED u °Fr"ram _ _ ® ACRFAGK COMMERCw. LOTS O_ wOUSnCAL LOTS 0oo0 C OOUN SPACE LOTS2_ DNlDl'-w 4. ALL PRNATE OPEN SPACE LOTS SHALL BE OWNED AND MAINTAINED BY THE HOA �UU s,eo�aor x a wah, ns xossmcai m orx°e mamoxomE Wism OLI`"uua RP` 5. NO ABSTRACTING HAS BEEN PERFORMED BY THE SURVEYOR THERE MAY BE ADDITIONAL EASEMENTS wlaEr ao.Ow1 PI of vc.xi Ass/c 11 E IaouT reo0 wHx Mevro awcooslwEin uxE VICRINR MIMAP OR ENCUMBRANCES AFFECTING THE SUBJECT TRACT WHICH THE SURVEYOR IS UNAWARE OF AND — Dres) Eon PIE POINT OF OF exxcsmE ccuuox carexEa or sel0 s u1 uaE Tour AND A THEREFORE ARE NOT SHOWN HEREON 6 P R.V'S REQUIRED. PRIVATE PRESSURE REDUCING VALVES WILL BE REQUIRED, WATER PRESSUREMT WTH STATE OF TEXAS $ - - COUNTY OF TARRANT § EXCEEDS 80 PSI. / WATER _Trewcr AUDTxE unm or wo 1a 11D BEFORE ME. THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED MARC SETT, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND RECORDATION THIS PLAT APPLICATION, BASED UPON SCHEDULE I OF THE 0 OF xMA ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN CURRENTBE UIMPACT FEE DwC PERTHE w1°ISEUNT TANE)C.II.ATxLEFT �� EXPRESSED ISSUED, OR THE CONNECTION DATE TO THE MUNICIPAL WATER AND/OR WASTEWATER SYSTEM, oz oe Un, 061 FEET ro IN as. sovm —I III' wss*, A 1or ,x5t1 r[sr ro Ax Has, GIVEN UNDER 8, NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER NY EXISTING OR PUTTED WATER, swm osv'zr usr. A wsr1—uuc1 DE v ve aEr 1 Au Im. MT HAND AND SEAL OF OFFICE THIS____ DAT OF_______, 2025 SANITARY SEWER, DRAINAGE. GAS. ELECTRIC, OR OTHER UTILITY EASEMENT OF ANY TYPE THE IFORT WORTH SHALL NOT B RESPO SIBLE OR THE MA ENANC OF PRNATE STREEfS, g DRNES. EC-11 TO MERGENCY ACCESS EASEMENTS, PUBLIC ACCESSFEASEMETSINPUBLIC PEDESRIAN ACCESS NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS EASEMENTS, RECREATION AREAS. OPEN SPACES AND DRAINAGE FACILITIES. AND SAID OWNERS AGREE TO INDEMNIFY AND SAVE HARMLESS THE CITY OF FOR WORTH, TEXAS, FROM CLAIMS, DAMAGES AND F OR FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH oa ae wEs a wsancE aF sz1 ss rtEr To u1 Tres axuc T1 E —...A a A Hw-TnRw1r wac IC I1E IN THIS PARAGRAPH O MY COMMISSION EXPIRES 1 Cl OF FORT W HAVE THE RIGHT TOM cE a scum oD1oun. 1ao oD rt[T To en IRS. KEEP PMOVED ALL OR INCLUDING ANY BUILDING, FENCE. O TREE, SSHRUB,OTHER GROWTH OR IMPROVEMENT WHICH IN ANY WAY ENDANGERS OR INTERFERES WITH THE CONSTRUCTION, MAINTENANCE. OR EFDCIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THE EASEMENTS SHOWN HEREON, AND THEY NOW. THEREFORE, KNOW ALL MEN BY THESE PRESENTS. HALL HAVE RIGHT AT ALL TIMES TO INGRESS AN PURPOSE OFTMAINTMNING, AND ADDING OR REMOVING ALL OR UPON SAID MENT ITS FOR THE cx^re^L THAT PULTE H R. DOES HEREBY ADOPT THIS F HEREIN ABOVE WITHOUT THE NECESSITY AT MY TIME OF PROCURING THE PERMISSION OF ANYONE DESCRIBED PROPERTY AS TEXAS, 2-21 & SIX. BLOCK B. LOTS 2 FINAL PLAT 18Xo 19A & 39X BLOCK C. LOTS 11 NO BUILDING PERMITS SHALL BE ISSUED FOR ANY LOT IN THIS SUBDMSION UNTIL AN APPROPRIATE 1-36, BLOCK D. LOTS I-24 BLOCK E. LOTS 1-36. BLOCK F, LOTS 1-24, BLOCK G, PARKS OF COMMUNITY FACILITIES AGREEMENT OR OTHER ACCEPTABLE PROVISIONS ARE MADE FOR THE of ovaexe, euo A Cx II.— AND DmauCE ai xoRm ocoz or — A Xn C of el ATO FSET To AN V LLACE CREEK PHASE 1 AN ADDITION TO THE CITY OF FORT WORTH. TARRANT COUNTY. TEXAS, CONSTRUCTION OF MY APPLICABLE WATER, SANITARY SEWER. DRAINAGE IMPROVEMENTS, STREET AND DO HEREBY DEDICATE TO THE PUBLIC USE FOREVER, THE STREETS, ALLEYS, EASEMENTS AND COMMON LIGHTS, S E OR PAVING IMPROVEMENTS, AND APPROVAL IS FEET OBTNNED FROM THE AREAS SHOWN HEREON CITY OF PC OF IGN AND 1e 11° awe T T AND IH .111H III INS of WITNESS. MY HAND, THIS THE - —DAT OF — 2025 12 PARKWAY IMPROVEMENTS SUCH AS CURB AND GUTTER, PAVEMENT TIE-IN, ORNE APPROACHES, RAINAGE INLETS MAY BE REQUIRED A THE TIME OF BUILDING PERMIT ISSUANC o E VN A PARKWAY PERMIT D THE AN—ERu uosr xwnlma'r Gw or A a sec RE R—DER OF IND v or .—C 1 REQUIRED FORBLIC AND PRIVATE STREETS AND PUBLIC PULTE HOMES OF TEXAS. LP ACCESS KFASEMET, AS PER CITYROF FORT WORTH STANDARDS TE Houm TaacT axD THE Lwm v wD srzcc PULTE HOMES OF TEXAS, L P, ° TEXAS LIMITED PARTNERSHIP, Ita A.Uh.1 etl Ag-t N.IICuFms. MARC ZETT, DIVISION VICE PRESIDENT OF LAND PUNNING AND DEVELOPMENT, REGISTERED AGENT 14 A SITE DRAINAGE STUDY, SHOWING CONFORMANCE WITH THE APPROVED ROADWAY DRAINAGE PLAN, MAY BE REQUIRED B OME INSTANCES MAY BE ADEQUATE IL IF THESITEDOESS NOT CONFORMS THENAAGDRAINAGE STUDY MAY BE comul REQUIRED. ALONG WITH A COMMUNITY FACILITIES AGREEMENT FOR ANY REQUIRED DRAINAGE um oeoz oT win. w2T.ss FEn ro ax IRS. IMPROVEMENTS AND THE CURRENT OWNERSHALL SUBMIT A LETTER TO THE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS STATINGAWARENESS THAT A SITE DRAINAGE STUDY WILL BE REQUIRED BEFORE ANY PERMIT IS ISSUED. THE CURRENT OWNER WILL INFORM EACH BUYER OF THE SAME. 15. THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND COLLECTION OF Tx escen FisT, ee19 FEn To A Tres, cwran TRANSPORTATION IMPACT FEES THE TOTAL AMOUNT ASSESSED IS ESTABLISHED ON THE APPROVAL KNOW ALL MEN BY THESE PRESENTS DATE OF THIS PLAT APPLICATION, BASED UPON SCHEDULE 1 OF THE IMPACT FEE ORDINANCE INPU`FFECT AS OF THE DATE OF THE PLAT THE AMOUNT TO BE COLLECTED IS = ^ *" 4.3' nT, A wnaxCE of s�D e. T.0 aces Ta cT 1xo w 11s xcsr alexr-or-vuv uuE rc amElao unE SCHEDULE 2 OF SAID ORDINANCE AND IS DUE ON THE DATE A BUILDING PERMITRISNISSUED, (TME t nWpTS Rs-.F-TA . THAT I. Do WATSON. DO HEREBY CERTIFY THAT PREPARED THIS PUT FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON AS SET WERE 1 DING CONSTRUCTION DISTANCE LINT N i0 AN OIL OR GAS WELL BORE, PURSUANT 10 THEUE"W246L=W PROPERLY SET UNDER MT PERSONAL SUPERVISION 6 WORT WORM CITY CODE, NO BUILDING(S) NG(TN NOT NECESSARY TO THE OPERATION OF AN OW OR GAS FwnvN Mon x LEAG C C1 OF a sale raE aEuunom TRrsr of wD Purrs of vw E .-F PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND WELL SHALL BE CONSTRUCTED E SETBACKS REQUIRED BY E CURRENT GAS WELL ORDINANCE AND ADOPTED FIRE CODE FROM ANY EXISTING OR PERMITTED OIL OR CAS WELL BORE. D wETE xala TwLr Ax0 TxE 1Nm rc sel0 wc,e SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT THE DISTANCE SHALL BE MEASURED IN A STRAIGHT ONE FROM THE WELL BORE TO THE CLOSEST EXTERIOR POINT OF THE BUILDING, WITHOUT REGARDS TO INTERVENING STRUCTURES OR OBJECTS. CODY WATSON 17 FLOOD PLAIN/DRAINAGE-WAY MAINTENANCE THE EXISTING CREEK, STREAM, RIVER, OR DRAINAGE Exrreri REG TARRED PROFE551NONAL LAND SURVEYOR CHANNEL TRAVERSING ALONG OR ACROSS PORTIONS OF THIS ADDITION, WILL REMAIN UNOBSTRUCTED H es oeae — oz 3 1 rtn ro ax las. TEXAS REGISTRATION /055 AT ALL TIMES AND WILL BE MAINTNNED BY THE INDIVIDUAL LOT OWNERS WHOSE LOTS PRE TRAVERSED RAINAGE-WAVS. THE FOR THE MAINEERANCE, EROSION CONTROL, AND/OR OPERATOION OFRSAN) IDFNRAGE--WAYS RESPONSIBLE PROPERTY STATE OF TEXAS $ OWNERS SHALL KEEP THE ADJACENT DRAINAGE -WAYS TRAVERSING THEIR PROPERTY CLEAN AND FREE A cExmN .wcli of COUNTY OF TARRANT $ OF DEBRIS, SILT OR OTHER SUBSTANCES WHICH WOULD RESULT IN UNSANITARY CONDITIONS, AND, THE w xisT 1111 FEn I. - CITY SHAPLL HAVE THE RIGHT OF ENTRY FOR THE PUD-11RPOSE IAIIBEFORE ME, THE UNDERSIGNED AUTHORITY. ON THIS DAY PERSONALLY APPEARED CODY WATSON, KNOWN BY THE PROPERTY OWNERS. HE DRAINAGE -WAYS ARE OCCASIONALLY INSPECTING TO STORMCWATERRK TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND OVERFLOW AND/OR BANK EROSION THAT CANNOT BE DEFINED THE CITY OF FORT WORTH SHALL NOT UMOTTHE- ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN BE LIABLE FOR ANY DAMAGES RESULTING FROM THE OCCURRENCE OF THOSE PHENOMENA. NOR THE EXPRESSED FAILURE OF ANY STRUCTURE(S) WITHIN THE DRAINAGE -WAYS, THE DRAINAGE -WAY CROSSING UCH LOT _ _ HOMES TrexT euo TxE wmT IS CONTAINED WITHIN THE FLOODPLAIN EASEMENT LINE AS SHOWN ON THE PLAT TO xA c/e Ia S.G. C.C. FfinD FanD'I.) afro IE D-1 EsolnxEA ITS [a OF 11111"1ms OF T111 TasC, GNEN UNDER MT SEAL OF 18. PRIVATE COMMON AREAS AND FACILITIES. THE CITY OF FORT WORTH SHALL NOT BE HELD RESPONSIBLE HAND AND OFFICE THIS------- OF — - 2025 FOR THE CONSTRUCTION, MAINTENANCE OR OPERATION OF MY LOTS CONTAINING PRIVATE COMMON EST, a pnaxcE of a�s.ac riEr ro AN Tar DEIxD THE nEEulaun wrNEn of suD wL1E Houss a AREAS OR FACILITIES IDENTIRED AS SUCH ON THIS PLAT SAID AREAS SHALL INCLUDE, BUT NOT BE LIMITED TO PRIVATE STREETS, EMERGENCY ACCESS EASEMENTS, AND GATED SECURITY ENTRANCES, RECREATON AREAS. LANDSCAPED AREAS AND OPEN SPACES. WATER AND WASTEWATER DISTRIBUTION NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS SYSTEMS AND TREATMENT FACILITIES: AND RECREATION/ CLUBHOUSE/EXERCISE/ BUILDINGS AND mn s/e INCH IIuc voo 1111m11111uuo n�[ IM" w .AmR TT xuM1HNDMENw�°ox�AieRoe�iae*oovvTcsi�a�o�X FACILITIES THE LAND OWNERS AND SUBSEQUENT OWNERS OF THE LOTS AND PARCELS IN THIS ttD w NnauuC xuuDm Dxlcrza1 . °>.n*.c.T =SOUTH Za as EMET ACITNG JOINTLY MY COMMISSION EXPIRES' RESPONSIBLE FOR ATE COMMON AREAS ANDCONSTRUCTIONDMAINTENANCESHALL AND TO INDOPERATION EOF THE SUBDIVISION'S PRIVATE COMMON AREAS AND FACILITIES, AND SHALL AGREE TO INDEMNIFY AND HOLDI AT CE MCCRDMEDERMOR D HARMLESS THE Cltt OF FORT WORTH, TEXAS, FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT APO1.°a i/z/z°wcH°noFrDlN�10 Dora ouc OF, OR RESULTING FROM THE PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS 1550CIATION, AS aN sau H' E wrexw of w0 wuE xoum of TEws TreacT .xD a amxnwm carexw OF v,IO wwJw Exmcv SET FORTH HEREIN, ENGINEER/SURVEYOR OWNFRl�NFIFR ,rom a OP LTE oa tEvas TaACr rxX TUC u1n UKC SHIELD ENGINEERING GROUP, PLLC TRR 1600 EST OTHHSTREECTIEXA. SUITZa00 a FORT (817) BIO-0696 1L'*PA�(an) °a-290o E Im FLCODPLAIN NOTE BY GRAPHICAL PLOTTING, THE PARCEL DESCRIBED HER EIN LIES WITHIN ZONE 'AE' AS DELINEATED ON THE TARRANT COUNTY, TEXAS AND INCORPORATED AREAS FLOOD INSURANCE RATE MAP, NO aEcoaDED iu mnmluExr u1NeEa DrsceacrzoNHo�rc°Ri4Eco lulxo ES OF EVO:, rea NDF—M. WAr To ax FINAL PLAT MNAGEMENiKAGENCTEDZONE "%SEPTEMBFS DEFNED AS�AREAS DPUBLIS EIERM NED BY E OEBE OUTSIDE THECO29. wnsl/�ixcHFlreox aoo wnw ucnv srnuvm cocUusu�Eo xO uxE aE n jOFF AL GRANGE FLO DPWN" THE SURVEYOR PIPE NOT CERTIFY TIT E `"YOr'O°`"'O""•""° PARKS OF INFORMATION HAS OR HAS NOT BEEN PUBLISHED BY THE FEDERAL EMERGENCY MNAGEMENT AGENCY OR ANY OTHER SOURCE TE 1pr.[s a1D TxE T.°°" ° °IN °m VILLAGE CREEK AN ADDITION TO THE CITY OF FORT WORTH, 1 A, Da w, zw, = of 1AxD. u°reE Ca Has O TTHEIPOINT OF BEGINNING. AND DDrHaIMND :se 17 —AKC n TARRANT COUNTY, TEXAS SHIELD BEING 61.283 EACRES IT LAND SITUATED M THE HIRAM LITTLE SURVEY, ABSTRACT NO. 930. ENGINEERING CITY OF FORT WORTH, TARRANT COUNTY, TEXAS TBPELS ENGINEERING #1-11039. SURVEYING #10193890 rw wr rxis "waa raw-m w� E rm.am rm Ion ne' oLa w.s am wow mxn wens rsnuuexr wrw EXHIBIT A - FINAL PLAT - PAGE 2 OF 2 PROJECT LOCATION VICINITY MAP COUNCIL DISTRICT 6 MAPSCO NO. 120K, 120L, &120P OWNERTELOPER JIMMY AREVACHEO PULTE HOMES OF TEXAS L.P. 9111 CYPRESS WATERS BOULEVARD SUITE 100 PARKS OF VILLAGE CREEK PHASE 1 COPPELL, TX 75019 972-304-2800 CPN: 105369 COPYRIGHT ©2025 BY SHIELD ENGINEERING GROUP PLLG. TBPE F-11039 R TBPLS 10193890 SHIELD ENGINEERING TBPELS ENGINEERING #F-11039, SURVEYING #10193890 0 0 1500 3000 4500 GRAPHIC SCALE IN FEET PARKS OF VILLAGE CREEK DATE: February 2025 EXHIBIT B - PAGE 1 OF 19 EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN CF-ANNELA n=0.05) (Reach River Sta Profile QTotal Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude #Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/5) (sq ft) (ft) IReachl 662100-yrULT 17.93 651.84 652.82 652.72 653 0.028942 3.45 5.2 8.99 0.£ IReachl 589100-yrULT 17.93 649.28 650.17 650.15 650.42 0.043408 3.99 4.49 8.45 0.9-1 IReachl 551100-yrULT 17.93 647.96 648.92 649.09 0.028206 3.34 5.37 9.58 0.75 Reach 1 499 100-yr ULT 17.93 646.66 647.71 647.85 0.020292 3.01 5.96 9.69 0.6E Reach 1 373 100-yr ULT 17.93 644.12 645.29 645.39 0.048036 2.46 7.3 10.84 0.5t Reach 1 248 100-yr ULT 17.93 640.06 640.99 641.16 0.028106 3.32 5.4 9.7 0.75 Reach 1 167 100-yr ULT 17.93 637.4 638.29 638.25 638.51 0.038137 3.75 4.78 9.01 0.91 Reach 1 70 100-yr ULT 17.93 634.25 635.2 635.37 0.027843 3.33 5.38 9.54 0.7f Reach 1 52 100-yr ULT 17.93 633.66 634.52 634.49 634.75 0.041927 3.88 4.62 8.89 0.9E Reach 1 34 100-yr ULT 17.93 632.82 633.67 633.67 633.93 0.047812 4.08 4.39 8.61 1.01 Reach 1 25 100-yr ULT 17.93 630.59 631.06 631.43 632.74 0.610239 10.42 1.72 5.62 3.32 CHANNELA (n=(1035) Reach RiverSta Profile QTotal Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude #Chi (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sgft) (ft) IReachl 662100-yrULT 17.93 651.84 652.64 652.72 653 0.034844 4.8 3.73 7.72 1.22 Reach 589100-yrULT 17.93 649.28 650.07 650.15 650.43 0.035117 4.81 3.73 7.75 1.22 Reach 551100-yr ULT 17.93 647.96 648.74 648.82 649.09 0.036457 4.79 3.74 8.05 1.24 IReachl 499100-yrULT 17.93 646.66 647.56 647.53 647.8 0.019979 3.9 4.6 8.57 0.94 IReachl 373100-yrULT 17.93 644.12 645.21 644.99 645.33 0.067387 2.79 6.43 10.17 0.62 IReachl 248100-yrULT 17.93 640.06 640.83 640.88 641.15 0.031121 4.48 4 8.46 1.151 IReachl 167100-yrULT 17.93 637.4 638.18 638.25 638.52 0.033735 4.66 3.84 8.13 1.2 IReachl 70100-yrULT 17.93 634.25 635.03 635.09 635.36 0.031662 4.55 3.94 8.24 1. if IReachl 52100-yrULT 17.93 633.66 634.43 634.49 634.76 0.033332 4.64 3.87 8.18 1.1SC IReachl 34100-yrULT 17.93 632.82 633.53 633.67 633.99 0.050649 5.43 3.3 7.54 1.45 Reach 25100-yrULT 17.93 630.59 631.04 631.43 63191 0.343591 10.96 1.64 5.5 3.54 .J n r= -r ( CHANNEL A C: 0.67 DA: B11 Q: 17.93cfs 1 , ♦ ` 637 w 638�_ *%638, / /i �i PROPERTY LINE 18' 1T % Qc 2' �0.68'� 1 r2.0, SECTION A -A N.T.S rj 4r A 2(/ 21 % �?t C K ¢ J o /r 0-0 / / 1 L / 1 EXIST FLOODWAY PROP 100-YR FLOODPLAIN EASEMENT LINE 7 21 SHIELD ENGINEERING TBPELS ENGINEERING #F-11039, SURVEYING #10193890 0 60 120 GRAPHIC SCALE IN FEET PARKS OF VILLAGE CREEK DATE: March 2025 EXHIBIT B1 CHANNEL A PAGE 2 OF 19 COPYRIGHT 02025 BY SHIELD ENGINEERING GROUP PLLG. TBPE F-11039 R TBPLS 10193890 1 X I / i CHANNEL C: 0.67 DA: 1311 Q: 186.49cfs w v / 0 1 / ��cc cc Co 4:1 635�j 1 �630 I� 1 L/\IV I FLOODWAY III 1 kOCK F II A 2 2 38 37 / I� BOCK C ZL I I \V I I 0-YR FLOODPLAIN NOTES: 1. REFER TO SHEET 94 FOR CHANNEL CROSS SECTIONS AND ASSOCIATED CALCULATIONS. SHIELD ENGINEERING TBPELS ENGINEERING #F-11039, SURVEYING #10193890 0 0 80 160 GRAPHIC SCALE IN FEET PARKS OF VILLAGE CREEK DATE: March 2025 EXHIBIT B2 CHANNEL SD-C PAGE 3 OF 19 COPYRIGHT ©2025 BY SHIELD ENGINEERING GROUP PLLC. TBPE F-11039 R TBPLS 10193890 I� (Lin w !�10_� IIIk J � Ico Ili CHANNEL SD-B C: 0.67 DA: 1311 Q: 128.13cfs A ' Ito co CD 634 A.N 00% 7 _ 634 —T Co I � "I II I EXIST FLOODWAY it ' ' I A / Tit ' / 36 / 35 '-> BLOCJ D M ICI�' � I —�—-- f � 2 I kOCK F 1 � PROP 100-YR FLOODPLAIN NOTES: 1. REFER TO SHEET 94 FOR CHANNEL CROSS SECTIONS AND ASSOCIATED CALCULATIONS. SHIELD ENGINEERING TBPELS ENGINEERING #F-11039, SURVEYING #10193890 O 0 80 160 GRAPHIC SCALE IN FEET PARKS OF VILLAGE CREEK DATE: March 2025 EXHIBIT B3 CHANNEL SD—B PAGE 4 OF 19 COPYRIGHT ©2025 BY SHIELD ENGINEERING GROUP PLLC. TBPE F-11039 R TBPLS 10193890 PROP 100-YR FLOODPLAIN EXIST 100-YR FLOODWAY 1 � 4 634 - 631 631 634 �"D 4:lool 1000, CHANNEL SD -A C: 0.67 DA: B11 Q: 92.11 cfs NOTES: 1. REFER TO SHEET 94 FOR CHANNEL CROSS SECTIONS AND ASSOCIATED CALCULATIONS. 18 .40 BLOCK r— I SHIELD ENGINEERING TBPELS 1 / ENGINEERING #F-11039, SURVEYING #10193890 BLOCK F • 0 80 160 GRAPHIC SCALE IN FEET PARKS OF VILLAGE CREEK DATE: March 2025 EXHIBIT B4 CHANNEL SD -A PAGE 5 OF 19 COPYRIGHT ©2025 BY SHIELD ENGINEERING GROUP PLLG. TBPE F-11039 R TBPLS 10193890 f fl FM 1187 �.39, � , � .)r �i i o .� �..± �•_637mu or' 635 OHE 633 T�"iW /f / co cc co (oo (o I M =I 0.87% 6p EL IIll11��/ l � 1 III I � j \1111�1��vk�� CHANNEL SD-F C: 0.30 DA: 1311 Q: 66.30 cfs 6321 634 — 633 638 642 �I II II 1` 10'*fLOODPLAIN BUFIFER PROP FLOODPLAIN NOTES: 1. REFER TO SHEET 94 FOR CHANNEL CROSS SECTIONS AND ASSOCIATED CALCULATIONS. SHIELD ENGINEERING TBPELS ENGINEERING #F-11039, SURVEYING #10193890 0 40 80 GRAPHIC SCALE IN FEET PARKS OF VILLAGE CREEK DATE: March 2025 EXHIBIT B5 CHANNEL SD-F PAGE 6 OF 19 COPYRIGHT ©2025 BY SHIELD ENGINEERING GROUP PLLC. TBPE F-11039 R TBPLS 10193890 EXISTING RUNOFF CALCULATIONS (1, 5, and 100-Year Design Fnquencv) Runoff Total Runoff Runoff Runoff OOdall Drainage Area Area Lantl Use Coeffcien[ CA Tc 11 15 ID lacl DescnpLon C MR cOfs �- OI 1� OesignPoiM# OSA2 13.22 Mind Land Use O51 6.71 1G83 3.11 20.91 4.61 30.91 7.60 11.1 1 Dl 1212 Uoi-N-d Areas 0.30 3.64 M.02 2.41 8.)5 3.fi8 13.38 fi.20 32.51 2 Al 26 )4 Uoi-N-d Areas ON 8.. 29.8] 2.20 17 .fi8 340 2J.28 S.JB 4633 1 BI 2106 Uni dAreas D.3D 6.32 3- 1.99 12.59 3.ID 19.61 5.31 33.57 2 cl B. Mixed_d Use D.41 3686 -1 Hoo 40.14 - 6S29 3.15 116.26 NOTES. RUNOFF COE FICIENT WERE TAKEN FROM THE 1.5 COFW STORMWATER CRITERIAN MANUAL -TABLE 3.5 "RUNOFF COEFF CIENTS" NOTESRUNOFF COEFFICIENT AND RAINFALL VALUES COME FIST THE COM COMSTRNIVAEF DESIGN CRITERIA MANUAL ATIONS �e.,9 fSpINDII FIIII�4e 0 OSA1 lac; aC�deneal g2.sA lacl as1 1ac1 Oc) IA're' 030mm lecl a9 RoawaY'act O51re 2.22 1 2. 1. EXISTING BASINS: TIME OF CONCENTRATIO 4 CALCULATIONS 2 3 SHEETFLOW SHALLOW FLOW CHANNEL FLOW anal Drainage beet Fl- Land SM1allow Shallow Flow Avenge CM1annel CM1annel Cross Wetted H....1c Avenge McNod area S Lengh Ys slope n Sn°'c Row Nope Velanty Sn.ue. Lerglh Nope q Sec0onal ANM pennNte Radms Velairy M1`ni"A°I Tc ID Ikl 1'n) (ft/ft) Iminl Length IN) INN) (R/sec) I-) Ift) IWRI IRI r IPo IWsecl Iminl Iminl OSA2 100 336 O.U20U 015 956 687 0.0330 293 3.91 fi6 5 00206 0.035 it li5 29.19 O.M 331 336 ]fi.63 DS 100 336 0.0100 024 U..- 002S3 251 J.60 2fi.02 336 0.02]4 041 18 g5 1653 00240 2So 11.02 29.8] 336 -60 D41 1416 16]9 000]0 131 20.]3 Cl 100 3.36 0.0110 D.41 27.15 406o 0.0060 1.25 54.16��J y 81.31 NOTE MANNING N VALUES FOR SHEET FLOWCALCS WERE DETERMINED USING TABLE 130N THE SWM Techni H laulics FO NOTE MANNING N VALUES R CHANNEL FLOW CALCS WERE DETERMINED USING TABLE 3 2 N THE 1SWMT.-I 1 I N -�- 0 ,(y� li -� / ) 711 -A .1 K L L V 11. �v I 1 I I � Lull s 2 q-1 13 22 AC r 2fi )4 AC 555 � 115 I � _ 1 B-1 WWWZ aE �cxrsn r5- 9 REVISIONS LEGEND NO Q DESCRIPTION DATE PHASELINE 1 Q EXIST MAJOR DRAINAGE DIVIDE EXIST MINOR DRAINAGE DIVIDE tax OUTFALL POINTS RUNOFF DIRECTION EXISTING STORM DRAIN DRAINAGE AREA LABEL XX-1 , SHIELD xraAc ENGINEERING GROUP x TRFE FIRM-1108R-TRFLE FIRM #16193890 REFERENCE PLANS NOT JM'E 0..IOTIfRN ..:.......................:.. TO SCALE YJB) a 14 o GOD No SOO O lI �� bl GRAPHIC BCALE IN FEET �-/ 1 rYcn EFs NSPECTORAT LEAsr48 HOVRs CONSTRUCTION NOTES t PRKNR TO E IN ACCORDANCE - CURRENT CITY OF FORT WORTH EI 0 1 FcovsRNMsrvTs srANDARO SPECF CAroxS'C07M LIc 110RMAT01DN� THEa�Da R� I IGE NOTED \\ _ E �STRUCTURES OTINGATHTTuEAC _TIG oTMa PlleIcwaRR5��T4aR eiRiae2 et0o ENERGY ANOSGN4LDYSON B'STE 'PA AND COMMUNITY sERN0ES 0EPT atP / RKs HORIZONTAL & VERTICAL CONTROL �w a ma lTM a celzavE ao.lINTEREECTON011M c ovE Ro ory FABr s oEw on�R clmvE gD owlEr RDIRHGOI EER o EIEY649 B ERHDCT TDFSTEELFEry El'-TTH NORTH UIE01IF EDRNER OFE IN UTR ELEYea,E3 'RNER SECORNEROF -ER ENERGY TRA�n5FEET EAST CF0 CITY PROJECT#105369 FILE#W 302) FI MAPSC OP QU) CITY OF FORT WORTH, TEXAS a- y TRANSPORTATION & PUBLIC WORKS DEPT. LU U PARKS OF VILLAGE CREEK LU PHASE 1 PRE DEVELOPMENTLL DRAINAGE AREA MAP 0 U) DESIGNED _ SCALE (DATE (SHE: LgvrRicnrszoxa BvswEl05xgmEs6wgqRwPPue lmsF-iloaaatmLslmaaeBo - xx xxuen ine ieueervxirvccwrvxrrwcxccnri DRAWN 1"GA-300' OCT ET 2024 GG OF IN EXHIBIT Bx= PRE eDEVELOPMENT VDRAINAGE AREAMAP-PAGE 7 OFn19 a LEGEND PHASE LINE MAJOR DRAINAGE DIVIDE EXISTING STORM DRAIN FUTURE STORM DRAIN REVISIONS NO 4 DESCRIPTION DATE 1 0 _ _ ET - IS H I E LDx ENGINEERING GROUP �-� ]!FF FIlM lF110J1�1lF16 FIlM ll0lfJlM X XX AC =NCE gOT..:....�N ................ Y]J] LE 5° a 14 kovralsnrmoxa sysHIELO Fuswssawooaouaauc leaf F-1imsBlPPLs tote�Ms - cUxuex inc icrne cxuincexmu.twvn�ewvi EXHIBITrvB - POST DEVELOPMENT DRAINAGE MAP - P AREA mVYen A x�x��.��,n, rrv�rv«x,„x E AGE 8 OF 19 O 0 100 200 300 GRAPHIC SCALE IN FEET CONSTRUCTION NOTES PRIOR TO BEGINN No�=U ON 'ETSM I'll HORIZONTAL & VERTICAL CONTROL CITY PROJECTN 105369 FILE#W-302] LU M PSC# CITY OF FORT WORTH, TEXAS a- y W TRANSPORTATION & PUBLIC WORKS DEPT. W U PARKS OF VILLAGE CREEK LU PHASE 1 g POST DEVELOPMENT LL DRAINAGE AREA MAP 0 U) DESIGNED _ SCALE DATE SHEET: DRAWN'_ 1-20V OCT 2024 BT OF 129 d z z PROPOSED a OLTKMTE TIME OF CONaxTRATnNfALaunoxs O del^ S _ etFl land Sn IO PaiMx ne'Nm IPaI IhXtl Imml Flaw ISIapeA ve0«ty tome. a Ihl s�IWXI IWaecl Imml -- Lengm sops n x=_fmHz IRN nme nnaamlic -Ky 4^.""I c lhl cIWn11 ve IXI er IPo a IWxecl Imml -- -- nfi.] a.ono o.OK, one Sao Szo �µ� r` Iminl O -� a _ L262 moo= ml�-- P. o.p znr 49121 oso - 27. EER d ooas 2.78 2�� o 9a: o)s EOA MI�lumsoxEEr lowof axssoPFgassu bAMwm Msxuow P 11 E MAxxlNO x vnwas foacnANxElrlowula wERE OFreRMixaD uslxO rAaLE3zlx rxE �swM remmrel Maaaa- Total PROPOSED &ULTIMATE COg IVSI7E RUNOFF COEFFICIENT CALCULATIONS Rezidendal-'A-35A" A Residendal-"A-5" Unlrrpcoved R-WRI Drainage Area ID A4 A5 Area lacl 0.43 0.18 Area Area C lac) lacl C 0.48 0.51 0.98 0.51 0.6] Area Area lac) C Rd Rd 0.29 0.?O 0.11 Composite Area C Rd C 0.90 0.14 0.50 0.90 0.0] 0.53 OS-A2 0-1 OSB2 OS{3 0- B20 B28 NOTES: RUNOFF COEFFICIENT 5.3) ].J4 13.83 3156 SO 0.51 0.40 WERE TAKEN FROMIT-LECOFW 0.48 0.48 0.48 046 046 0.46 0.48 STORK-IR CRITERIAN 0.51 5.18 0.6) 0.30 0.12 0.51 6.48 O.SJ 0.30 0.60 0.51 13.. 0.6) 0.30 0.10 0.51 31.34 O.6J 0?0 000 0.51 4.00 O.6J 0. 0.51 0.6) 0.30 041 0.51 0.6) 0.30 0.30 MANUAL, TABLE 15"RUNOFF COEFFICIENTS" 0.. 0.07 0.51 0.1 0.62 0.52 0.SO 0.06 0.51 090 022 O51 090 030 054 0SO 0.10 043 IF 0.10 0.47 PARKS OF VILLAGE CREEK PROPOSED & ULTIMATE RUNOFF CALCULATIONS Iv. s. and - r�z of zncvl 1 DreinaID Area 10 AI A2 A3 A4 PS A6 A] B3 B4 BS B6 2 Area (acl E. 9." 19.28 0.43 oUS 140 0.36 4.29 1.39 1.35 0.62 3 Land Use Descnp[lon Multi Family Multi Famlly MUItl-family"C" Mixed -Use Mixed U. Uze Street Street Residential "A-5" Residential"A-5" Resldentlal "A-5" STREET 4 Runoff Caefficiem OJJ O.T] O.JJ 0.50 053 0SO 0.90 0.6] 0.67 0.67 0.90 5 CA JOS 7128 14.85 0.21 010 126 0.32 1.8] 0.93 0.S0 0.56 6 Total Tc I. 1 isI 17.01 19.98 15.00 1500 I500 15.00 15.00 15.00 15.00 15.00 7 Il 3.. 3.10 2.83 3.32 3.32 3.32 3.. 3.32 3.32 3.32 3.32 8 Runoff Ql 1 1 2331 22.57 41.11 D.)1 0.32 4.10 1.08 9.54 3.09 3.00 1.85 9 IS 493 4.59 4.1 49fi 49fi 49fi 4.86 4.86 4.8fi 496 496 10 Runoff CS I 3605 33.40 1.11 1.04 046 613 1.58 13.9) 4.53 4.40 2.]3 11 I100 J93 ].5] ].OS J.96 J96 J96 ].98 ].1 J.96 ].98 T" 12 Runoff Q100 /1 SSh91 55,14 11.61 1.73 076 1005 2.11 22.93 ].43 ].21 4.05 13 11 OI- DesignPoim# 1 1 1 1 1 1 2 2 2 2 B1 BS 1.30 1.11 Restdan[ial "A-5" Resldentlal "A-5" 0.67 0.6) 0.87 0.75 15.0o 15.00 EL. 3.32 2.89 2A 4.86 4Es 4.23 3.65 TERS TSRS 6.95 5.99 2 2 39 B30 Ell 152 0.60 0.63 Rezidendal"A-5" Residential" I.. Residendal "Is" 067 0.6] 0.67 102 OQ 0.42 1500 15.00 15.U0 3.32 3.32 3.32 3.38 1.33 LAO 49fi 496 496 495 1.95 2.05 J96 ].98 ].98 812 3.21 3.3] 2 2 2 12 B B13 1.]8 2.. Resldentlal "A-5" Residential "A-5" 0.6) O.6J 1.19 1.39 15.00 15.00 3.32 3.32 3.96 4.SO 49fi 49fi 1.1 6.74 7.1 7.96 1.11 11.06 2 2 014 E. B16 BIJ B18 B19 820 135 1.]1 1.24 1.30 1.]9 1.05 0.51 Rezldential"A-5" Resldentlal "A-5" Resldentlal "A-5" Residential "A-5" Rezidendal "A-5" Rezidenlal "A-5" Mixed Land Use 0. 0.6] O.6J 0.6J 0.67 0.6] 0.43 0. _ 1.15 0.83 1. 1.20 0.]0 0.22 1500 15.00 15.00 I5.TO 15.00 I5.00 I5.00 3.32 EN 3.32 3.32 3.32 3.32 3.32 3.00 3.80 2.J6 2.89 3.98 2.30 0.]3 49fi 9.86 4.86 49fi 49fi 4.86 4.86 440 5.5] 4.09 4.23 -3 3.42 1.0] J98 _ ).98 J.98 7.98 J.98 ].98 ].98 721 9.14 6.63 6.95 9.SJ 5.61 1.]5 2 2 2 2 2 2 2 821 B22 023 E34 125 B26 1.39 2. 080 L.. 2.43 0.8] Residendal "A-5" Rezidendal"A-5" Rezidendal"A-5" Residendal "'S. Residendal "A-5" Residendal "M5" O.6J 067 067 0.6] O.67 0.67 0.93 136 OSO 0.10 1.63 0.58 15.00 1500 1500 151 15.00 15.00 3.32 3.32 3.32 3.32 3.32 3.32 3.09 4.52 1.)8 2.31 SAO 1.90 4.86 49fi 49fi 4.8E 496 49fi 4.53 661 261 3.39 ].91 2.83 J.98 J96 J96 ].98 J.98 J.96 J.43 1085 41 5.56 11.99 4.65 2 2 2 2 2 2 B27 028 B. -1 OS-A2 OS-A3 OS-A4 1ES o40 1.]3 8.02 5.3] 1.11 0.99 Rezldentia1"A-5" Mixed LEM Use Residendal "A-5" Mixed Lmd Usa Mixed LRM Uze Unimproved Areas UOimproed Areas 06J 0. 0.6] 0.51 0.51 0.30 0.30 12J 0. 1.16 4.09 3.J4 0.33 0�30 IS Oo 1500 15.00 16.83 1" 10.00 10g00 3.32 4.20 3.32 0.62 3.. _ 3.85 3.12 12.75 3.40 9.32 4.06 1.35 44% 1.21 49fi 49fi TEE5.63 4.61 4.96 11 5.]4 636 091 18.15 13.60 1.91 1.]3 J96 796 J.98 ].60 8.12 9.I 9.24 1010 150 E.. 31.10 22.26 3.OR 2.]5 2 2 2 1 1 1 2 OS-B1 OSB2 -1 ].]4 13.83 3156 Mixed V�Use Mixed Lard Use Mixed LaM Uze 0.52 0.51 O51 4.01 J.05 I618 33.59 23.31 4120 2A4 2.Es 1.]8 1.2) 18.18 26.]6 3.17 3.91 290 12.87 2J.5) 6526 1.42 E.. 083 21751 66.23 J812 2 2 2 OSL2 OSC3 OS{4 o-5 3. 0.22 1.32 so Residentlal"AA3"one.acre lots Unimproved Areas RezidermSl"A83"one .lots Residendal "AA3"one acre lots O51 D.. 0.51 0.51 171 O.O] O.6J 2.19 1830 10.00 10.00 26.01 2.9J 4.06 4.06 2.41 5.08 0.2J 2.)3 5.28 4A3 5.74 S.J4 3.fi8 756 in 3.8J S.OJ 733 9.24 9.L1 6.21 12 33 0.61 6.22 13.61 2 2 2 2 1 - �SL] OSLS 6. 015 0.14 Resldentlal "A-03"one-acre lots Resldentlal "A-03"one-acre lots Residetm"II'-43"one-acre lots O51 O51 0.51 326 �008 0.0 SO. IOOo 10.00 2AJ 4.06 4.06 6.)6 0.31 0.29 3.228 5.74 5.J4 .49 044 0.41 549 924 _ 9.24 IJ90 OJS 0.66 2 1 2 REFERENCE PLANS NOT TO SCALE A (NOTES: CITE SOURCE OF RAINFALL/RUNOFF COEFFCIERT VALUES USED. LoPrRicnrszoxa BY9HIELD ExdmEERINGORWPPLLC TRPE F-ttmaale>is tmaasm nor�om - [ucirv[[mrvc cxncnc[ncr EXHIBIT Bt- POST DEVELOPMENT DRAINAGE AREA CALCULATIONS - PAGj$PNpFeErvaE rx. E90F 19 REVISIONS NO 4 DESCRIPTION DATE 1 Q I , SHIELDx ENGINEERING GROUP TEFF FIRM #611031-TRFL6 FIRM 116193890 /JICE.c....T1FRN. Lg ..; .............. .. Y]B] 5q a 14 CONSTRUCTION NOTES NOTES 2 CONSTRU== rIN Z-.O-RNA- WITH CURRENT CITY OF FORT WORTH STANOARS) All 1-111CATION1 All IN ACCIFICAN11 WITH III NORTH Is - HORIZONTAL & VERTICAL CONTROL CITY PROJECT#105369 FILE#W-302] Lu MAPSC P = CITY OF FORT WORTH, TEXAS d Y W Of U PARKS OF VILLAGE CREEK LU PHASE 1 g POST DEVELOPMENT DRAINAGELL AREA CALCULATIONS O L DESIGNED_ SCALE DATE SHEET: DRAWN'_ I.. Ov OCT 2024 690E 129 d 8 b S SD LINE A ROCK RIPRAP SIZING From Section 3.2.7 iSWM Hydraulics Technical Manual, September 2014 Step 1: Determine DSO Size I Units 1 100 yr Event V=Outfall Velocity fps 3.68 S= Specific Weight of Stone Ib/fta 160.DO D50 _ feet OA5 Maximum D50 (controlling size) inches 5.42 Step 2: Select Minimum Riprap Thickness from Grain Size Curves IRiprap Size inches 12.00 ,Step 3: Select Riprap Gradations Table Riprap Gradation Figure based on Step 2 Figure 3.18 (Step 4: Select Bedding Thickness from Grain Size Curves Bedding Gradation Figure Figure 3.13 Design of Riprap Apron From Section 4.4.2 iSWM Hydraulics Technical Manual, September 2014 I Type Unit 100 v Event ITailwater Condition= - Minimum �Q= Peak Flow fta/sec 92.11 Do=Diameter of Pipe ft 5 d=Depth of Flow ft 5 Tailwater Elevation = ft 641.45 g = Gravitational Force ft/secz 32.2 v=Velocity ftsec 3.68 Fr=Froude Number =vs *d unitless 0.29 Riprap Size ft 0.45 ILa = Minimum Length of Apron ft 25.00 �W=Width of Apron= ft 30 �B=Base of Apron =3*Do ft 15 SD LINE C ROCK RIPRAP SIZING From Section 3.2.11-M Hydraulics Technical Manual, September 2014 Step 1: Determine DSO Size Units 100 yr Event ,V=Outfall Velocity fps 5.30 IVS= Specific Weight of Stone Ib/fta 160.00 D50 feet 0.54 Maximum D50 (controlling size) inches 6.50 ,Step 2: Select Minimum Riprap Thickness IRipmp Size I inches 12.00 Step 3: Select Riprap Gradations Table Riprap Gradation Figure based on Step 2 Figure 3.18 Step 4: Select Bedding Thickness from Bedding Gradation Figure Figure 3.13 Design of Riprap Apron From Section 4.4.2 iSWM Hydraulics Technical Manual, Sptember 2014 I Type Unit 100 yr Event Tailwater Condition= Minimum Q= PeakFlow fta/sec 132.48 �Do=Diameterof Pipe ft 5 �d = Depth of Flow ft 5 ,Tailwater Elevation = ft 642.65 Ig = Gravitational Force ft/secz 32.2 �v=Velocity ft/sec 5.30 SFr=Froude Number = v/sq(g*d) unitless 0.42 Ri ra Size ft 0.54 La=Minimum Length of Apron ft 25.00 IW=Width of Apron= �! ft 30 IB=Baseof Apron=3*Do ft 15 SD LINE B ROCK RIPRAP SIZING From Section 3.2.7 iSWM Hydraulics Technical Manual, September 2014 Ste 1: Determfne DSO Size Units 100 yr Event V=Outlall Velocity fps 5.34 IVS= Specific Weight of Stone Ib/fta 160.00 D50 feet 0.54 Maximum D50 (controlling size) inches 6.52 Step 2: Select Minimum Riprap Thickness from Grain Size Curves RI PIP Size 1 inches 1 12.00 Step 3: Select Riprap Gradations Table Riprap Gradation Figure based on Step 2 Figure 3.18 Step 4: Select Bedding Thickness from Grain Size Curves Bedding Gradation Figure Figure 3.13 Design of Riprap Apron From Section 4.4.2 iSWM Hydraulics Technical Manual, Set tember2014 Type Unit 100 V Event ITailwater Condition= - Minimum IQ=Peak Flow fta/sec 128.13 1Do=Diameter of Pipe ft 6 �d = Depth of Flow ft 6 ITailwater Elevation = ft 642.02 g = Gravitational Force ft/secz 32.2 Iv=Velocity ft/sec 5.34 SFr=Froude Number = v/sq(g*d) unitless 0.38 �Rlprap Size ft 0.54 ILa = Minimum Length of Apron ft 25.00 IW=Width of Apron= ft 31 1B=Base of Apron =3*Do ft 18 SD LINE F ROCK RIPRAP SIZING From Section 3.2.7 iSWM Hydraulics Technical Manual, September 2014 Step 1: Determine DSO Size Units 100 yr Event IV=Outfall Velocity fps 5.28 IvS= Specific Weight of Stone Ib/fta 160.00 ID50 feet 0.54 (Maximum D50 (controlling size) inches 6.49 (Step 2: Select Minimum Riprap Thickness Riprap Size I inches 12.00 (Step 3: Select Riprap Gradations Table Riprap Gradation Figure based on Step 2 Figure 3.18 (Step 4: Select Bedding Thickness from Bedding Gradation Figure Figure 3.13 Design of Riprap Apron From Section 4.4.2 iSWM Hydraulics Technical Manual, Set tember 2014 Type Unit 100 yr Event ITailwater Condition= - Minimum IQ=Peak Flow ft/sec 66.30 Do=Diameter of Pipe ft 48 d = De th of Flow ft 2.81 Tailwater Elevation= ft 646.24 Ig= Gravitational Force ft/sec' 32.2 Iv=Velocity ft/sec 5.28 Fir =Froude Number = v/sq(g*d) unitless 0.56 Ri ra Size ft 0.54 La = Minimum Length of Apron ft 10.00 W=width of Apron= ft 58 B=Base of Apron =3*Do ft 144 REFERENCE PLANS NOT TO SCALE EXHIBITSB - POSTDEVELOPMENTDRAINAGE AREACALCULATIONS-nPAGE 10 OF 19 �114LP REVISIONS NO A DESCRIPTION DATE r1A p I , SHIELDx ENGINEERING GROUP TIRE FIRM YF11or1-1rFU FIRM Yla1F]YM �JICE.,....... IgiHRI1 19]9] 6n a 14 CONSTRUCTION NOTES TO 2 CONSTRU== rIN =.O-RN-Ce - CURRENT CITY OF FORT WORTH ia- 81, HORIZONTAL & VERTICAL CONTROL CITY PROJECTN 105369 FILEY W-3p3] LU wAPsc# CITY OF FORT WORTH, TEXAS 0_ Y TRANSPORTATION & PUBLIC WORKS DEPT. LU Of PARKS OF VILLAGE CREEK LU PHASE 1 g RIPRAP CALCULATIONSLL DO yO iL DESIGNED _ SCALE DATE SHEET: DRAWN_ N.TS OCT 2024 70 OF 129 d j IIIIII/I� J e e 1 �'i'ililil\ �i I� 1111/i TI I I I I i �Bo 1 60' 1 1 I I iFROP 100YR FLI I a BLOCK C 18X PARK DEDICATION I/HTH.M-L 33" RCP SD SD-ASTA3-83 CONST60"SE N 6B94652 71 E 2344394 51 1 / I I � I IJ / / I �� II 655 650 INS `s 640 9 635 CAUTION( NOTES EXISTING UTILITIES THE CONTRACTOR IS 1 ALL INLETS SHALL BE CAST D PLACE REFERENCE UNLESS ON THE CATING ALL UNLE G GROUND IDENTIFYINGOR ORAPOTHERWISE CAEDBATEH PLAN STY APPROVEDDTHE ENGINEER TO CONSTRUCTION UTILITIES IONONIN CONSTRUCTION ALL INFORMATION SHOWN IN THESE PLANS BASED AND CITY PRIOR TO ORDERING. M ON BEST AVAILABLE REFERENCE DOCUMENTS, PLANS NOT DATA PROVIDED UTILITYBY OWNERS PHYSICAL APPURTENANCES OBSERVEDED IN THE TO SCALE FIELD THE CONTRACTOR RESPONSIBLE FOR REVIEWING AND VERIFYING ALL SUCH INFORMATION rj - / I F' Fj BLOCK C II / 18 17 16 15 14 13 r12 it I I 1 / I / L l O UTILITY EASEMIINT _ — --, + LU O cod sra laa!ICTIO X10'UTILI DONST T' 1 N68946 BLOCK D 5 IQ lil E234441421 �1 1 2 3 4 5 6 ] 6 9 to I LOOD 00YR 11 1 / lOODPLAIN 1 So. 640 835 830 62s 620 A 0+00 1+00 2+00 3+00 4+00 5+00 �. T+00 8+00 9+00 Boamianrmoxa evewe�o euameeawcoawaauc leaf a-ilmaarmis loleamo TIES - xac �xuen inc icw cx�incemm�,.�wvn�ewvi EXHIBIT B - STORM DRAIN PLAN & PROFILE SD-.�,n, 19 A PAGE 110F19 NOON NOON NOON ■■■■ ■■■■ NOON ■■■■ NONE NONE NOON NOON ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■NOON■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■MM■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■MOON ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■" No ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■YEW ■■■ ■■■■■■■■ ■■■ ■■■■■■■■ ■■■ ■■■Ili'"■l4■' ■ ■■■ ■■■■■■■■ ■■■ ■■■■■■■■ ■■■ ■■■ ■■r_ ■■■ ■■■■■■■■ ■■■ ■■NEON■■ ■■■ ■■■ ■■�. ■■■ ■■■■MOON ■■■ ■■■■MOON ■■■ ■■■ ■■ ■■■ ■■■■■■■■ ■■■ ■■■■MOON ■■■ ■■■ ■■■ ■■■ ■■■■■■■■ ■■■ NONE MEN ■■■ ■■■ ■■■. ■■■ ■■■■■■■■ ■■■ ■■■■■■■■ ■■■ ■■■ ■■I ■■■ ■■■■■■■■ ■■■ ■■■■■■■■ ■■■ ■■■ ■■■I ■■■ ■■NOON■■ ■■■ ■■■■■■■■ ■■■ ■■E ■■ ■■■■■■ ■■■■■■■■ MR EST■■■ ■■[ �. ■■■loom ■■ ■■■■■■ ■NOON■■■ 11111101000000 ■■ NOON■ 0��i, ■■ ■■■ ■■W■■■�_■■■ N_W NOON NOON ■■■ 0■■ ■■■�■■■ ■■■■■■■■ ■■■■■■■■ ■■■ ■■■ ■■■ ■■■■�■■■ ■■■■■■■■ ■■■■■■■■ ■■■ ■■■��-■■ ■■■ ■■ ■Ey Emw C� ■■ �o o �A�do �d®�® �"` - vvmoomom vmomvo - • ■, .- . ■ >� " ■ IN AMEN RMM ■a■ssa■■s RMM Monsoons RMM C... ■■■ NOON ... ■■■ ■■■ ■■■■■■■■ ■on"m■1 ■OMEN■■■ No ■■■ MEN ■■■■■■■■ ■■■■■■■■ 000■M■!■ ■■■ ■■■ ■O■ ■■■ NOON ■ME NOON NOON ■ Now ■■M ■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■ ■■■ MEN ■■■ ■■ ■■■ ■■■ - ■■■■■■■■ ■■■■■■■■ ■■■■■■■ ■■■■■■l� ■■■■■■■■....■■ ■■■ ■■ J N■... .1w ■liN ■■ �■I i■■■ iiiw■■■■ ■■■...1!■I■■■■■■ ■■■ ■■■ ■■■■' ■■ •a■■ ■■■■■■■■ M■■ I�f■■■■■ ■■■ ■■■ ■■N■ I 1■■■ ■■■ ■■■■■■■■ ■■■ NONE ■■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■■■■■■ ■■■ ■■■■■■■■ ■■■ ■■■ ■■■ NOON MENU E�■■.+?,� ANN ., ■■■ M■■■■■■ No MEN ME ■ MEN ■■■■■ No MEN No I I ■ ■■■■■■■■ ■■■ ■■■■■■■■ ■■■ ■■■ ■N■ ■■■■■■■■ ■■■ ■NOON■■ ■■ ■■■ ■■ ■ 0 INNER•mop■■■■ _ ■■■ �■■MEE■■ .. ■■' .. ■■■ :: ■No ■■■■■■■■ MEMIN■■ ■■MENNEN ■N■ ■■■ ■■■ N ■■■■■■■■ MENNEN■■ ■■■■■■■■ MEN■■■■■ ■■■ ■■■ ■■■ ■■■ REVISIONS NO � DESCRIPTION DATE r1 Q p I , SHIELD, ENGINEERING GROUP TINE FIlM #F110!#IINM N!M#101NJIM '. •JKE ' ..AI1 NOTN —7 6,64: C a 14 0 40 O BO 120 CONSTRUCTION NOTES ON ON EXGAVATING AT EACH L_TIGN 1117 AT.OG ENERGY AND COMMUNITY SERACES DERT e!v HORIZONTAL & VERTICAL CONTROL�e s A.1 aK=.`,x;oPOF-Os Boa;^3 ,ERENOON°R°WIEYRoIWRKn'R�.�N°NF,E��xNNA�°�F°NFFx OF INTELL"A'T GO CITY PROJECT#105369 FILE#W-302T W —Go imp x CITY OF FORT WORTH, TEXAS d `LU W TRANSPORTATION & PUBLIC WORKS DEPT. LU U PARKS OF VILLAGE CREEK LU PHASE 1 g STORM DRAIN PLAN & PROFILE SD -A � O DESIGNED _ SCALE DATE (SHEET: DRAWN'_ 1"=40' NOV 2024 7 3 OF 129 d 680 's A Dt00 I'm 2i00 4+00 1100 -11 7100 Ba00 9tG0 x tovra cnrszozf evsx sco Fus ussauooaouaaue TmsFiimatlm�s ioisaeso rxe. exae uxuex ne ew ex�rveexwr�wvn�ewvi seat nvicen '.- rnis ooeumervrwnnau nun au n. �nueu mu nexnc..e rvu .nin:. ury va v<xve<nc cxn ury u. nacnceu u. :� � -e+nu xnw ury u xe nmruxa ncc cxu rvecx n+x un - EXHIBIT B - STORM DRAIN PLAN & PROFILE SD-B PAGE 12 OF 19 10' FLOODPLAIN BUFFER CAUTION, EXISTING UTILITIES THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING & LOCATING ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL FIELD THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND VERIFYING ALL SUCH INFORMATION NOTES 1 ALL INLETS SHALL BE CASEPLACE UNLESS OTHERWISE STATEDD ON THE REFERENCE PLANS OR APPROVED BY THE ENGINEER AND CITY PRIOR TO ORDERING. PLANS NOT TO SCALE -X D, NfYR j I FLOf�01 �LAIN, ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ........ ........ ■■■■■■■■ .■■■■ ............. ■■■■■■■■ ■■mill■■ ■■■■■■■■ ■■■mlll■ ■■■■■■■■ ■■■mill■ ...■■■■■ ....NONE ■■.■■■■■ No ......mm■ NONE ■ ■■■ ■■■ ■■■ MEMO■ ■■■ ill ■■■ ■■■ ■.■ ■■■ ■■ ■■■■■■■■ ■■■■■■■■ m■mm■mm■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■. ■■■■■■■ ....■"MEN ■■■' ■■■■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ . ■■■ ■■■■■■ _ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ __ ■■ ■■■■■■ ■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■' ■■ ■■■■ ■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■ ■■ NONE .. ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■ ■■ ■■■■ MEN■ MEN MEN■ MEN ■■■ MEN ■■■ ■ 1■■■ ... ... ... ... ... ... ■■■ ■ ■■■ :. ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■ ■ ■....■■■■ ... ....... ... ... ■■■ . ... ■.■. ... ....... ... ... :: ... ... _ n • .- .. a__� eel . ■■■ ■■■ 11l■L'm ■■■ N■■ ■■■ ■■■ ■ ■■■ mom ■■■ W■■■ ■■■ ■■■ ■■■ ■■■ iGEID ■■■ ■■■ ■■■ mom ■■■■■■ mom m■■ ■■■ ■■■ ■■■ ■■■ ■■■ MEN■ ■■■ ■■■■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ No ■■■ ■■■■■■ ■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ No ■■■ ■■■■■■ ■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■■■E I■■ ■■■ ■■■ ■■■ .■■ ... ... ■■■ .■■ No Nor. ■■■!■■ ■■, ■■■ ■■■_ ■■■. ■■, ■■■ ■■■_ ■■■, ■■■, ■ ■■■ ■■ ■■■ ■■:: ■ ■■- ■■■- Y■ ■■■ ■■■ M.... ■■m■■■■■ ■■ ■■ ■■■■■■■■ ■■■ ■■■■■■■■ .F�■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■ ■■■■■■■■ ■■m ■■■■■■■■ ■■■■■MOM ■E■EE■E■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■ il'J' ■■■■.X!m■m ■■■■■■■■ ■■■■■■E■ ■■■ ■■■■■■■■ ■■■■ENE■ ■■■■ ■■■■■■■■ ■E■E■E■E ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ �37EMENEE■ �■■■■■■■ ■■NONE■■ ■■■■■■■■ ■■ 1}I'm ■■■ No ■IftiN ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■k11 ■■■■ ■■■■ ■ ■ ■ No ■ REVISIONS INO DESCRIPTION DATE 1 Q I , SHIELDx ENGINEERING GROUP ]!FF FIlM YF110J11lFU FIlM Yl01f]YM !•1 ::...... c............ i z JKE C. IF)11fRI1 tY]B] 6n a 14 0 40 B0 120 CONSTRUCTION NOTES EACH L_TIM IERGY HORIZONTAL & VERTICAL CONTROL CITY PROJECTN 105369 FILEY W-302] LU MAPBD pPQ CITY OF FORT WORTH, TEXAS a- y TRANSPORTATION & PUBLIC WORKS DEPT. LU U PARKS OF VILLAGE CREEK PHASE 1 g STORM DRAIN PLAN & PROFILE SD-B O DESIGNED _ SCALE DATE SHEET: DRAWN'_ 1..=40' OCT 2024 75 OF 129 d F DRAINAG EASEMENT ASHEE--- CAUTION, EXISTING UTILITIES THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING & LOCATING ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL FIELD THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND VERIFYING ALL SUCH INFORMATION NOTES 1 ALL INLETS SHALL BE CAST IN PLACE REFERENCE UNLESS OTHERWISE STATED ON THE PLAINS APPROVEDBY THE ENGINEER AND CITYTY PRIOR TO ORDERING. PLANS NOT TO SCALE SD-GG,, STAO+1450 EN'1CP AT INLET N S3411110.,I J I 37 � 36 35 34 I 33 /E 234 a 24 -32 I A�OB-41=, � SD-C4: r 0 l .NO SIXC5 AO+OD 00 I CONST '.,UNCTION BO) 3 NB SD-C STA 2+3].� _ — 4- _ I I CO894166 STRAIGHTHDWI N68941662 E 2344310.99 \ , \ IA 1' �2 s3BcsoF�� ' v T/ T EIMCH CREEK DRIV= I - $T'4+49,39, 145Y T 1 LNST 40'CURB 'IN -ET I TC-02 / N 9416914 € 488930 i 29 1 O _ (n NT Q 4H=T Z Y AS E1' L P z77AyINLEI �� // /�I¢ ----- —/ / E 34488745 l// •`$f?, ', 1, Is 2/1 r—FLOODsN /� z/ s / 26 -XIST 1PA0VR FINCH, K�STA4+49 14' RTR/ CONSTICO AsrTC5202 ■■■■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■■■■■■NO immommiHIN ■■■■■■ ■■■ ■■■ ■■■ ■MEMO .■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■ ■■■ _ ■■ ■ ■■■ ■■ ■ ■■■1■ ■■■ .- I ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■ ■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■■■■OON■■■ ■■■■■■ ■■NONE NOON■■■■■■■■ ■■■■■1 ... MEN■■ONME ■■■■■■■■ ■■■■■■■■ moommomm ■■NO NOON■■■ ■■■ MEN ■■■ ■■■ ■■■ MEN MEN■ GtiG:7 ■■■ ■■■ ■■■ ■■■ ■ ■■ ■■■ ■■ ■■ ••' ■E■ ■■ ■■ fliii MEN■ N■ ■■ ■■■ ■■■ ■■ ■■ ■■ ■■■ ■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ME-. MEN MEN MEN MEN MEN onsmass ■MOM ME ■■■ ■■■ ■■■ ■■■ E■■ ■■ ■■■ ■■■ ■■■ ■■■ u■■ ■■■■■■■■ ■■■■■■■■ .■■ ■■ ■■■NINON ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ NOON■ME■■ ■■■ i■■ ■■■ ■■■ No ■■■ ■■! 9i■ ■■■ ■■■ MEN ■■■ MEN CiME ■■■ ■■■ ■■■ ■■■ ■■ ■■ HE ■■■ ■■ I ■■■ OF ��®�®��® �� ■I ■' I•.NINE ■■ ■■ ■■ ■■■ ,. ,. .•so ■ ■■■ son .- LLi�T'i _ ■Li' NOON■■■ L■R�`; : ■■■■■■■■ It■■ NOON ■■■■■■■■ ■■ NOON ■■■ ■■■ ■■� ■■ !!! ONE ■■ ..C-' �� ®��e®�� ■■ ■■■ ■■■ ■■■ ■■■ ■■ ■■■ ■■■ ■■■ ■■ ■■■ ■■■ ■■■ '11 ■■■ ■■ ■■■■■■■■ ■■■ ■■ ■■■■■■■■ ■■■ ■■ ■■■■MOON ■■■ ■■ MENEM ■■ ■■■ ■■■ ■■■■■■■■ ■■i ■m A 0+00 1-00 2+00 3+00 4+00 5+00 6+00 ]+00 8+00 tovraicnrezoza aysmsL0 sx0mssaw00nwaauc TmsF-iimatreazs ioiFae4o rnsssunaas rrvs rsxws sx0irvssxirv0 anncncsncr nreirve orvmis oocumzrvrwns nurnorerzzo er �gczc momer+gzca rvo I�erer. ory iannrzoz� wrzrenrlory raszazeoo cumenrwirrvourareovere rvonFlcgnory rorxa reasvorvsisze ensiNaere is nx orcervse uxosx EXHIBIT B - STORM DRAIN PLAN & PROFILE SD-C - PAGE 13 OF 19 660 655 650 645 640 fi35 630 625 REVISIONS NO Q DESCRIPTION DATE Q n I , SHIELDx ENGINEERING GROUP TIRE FIRM.F110I1-1IFU FIRM #101938111 1AX c. SSE a 14 0 40 O Bo 120 CONSTRUCTION NCRLOI—NOTES N14ENrsrANOARo sa oN ERGY 21F. I'll HORIZONTAL & VERTICAL CONTROL CITY PROJECTN 105369 FILE#W-302] LU —co imp Q CITY OF FORT WORTH, TEXAS d Y TRANSPORTATION & PUBLIC WORKS DEPT. LU PARKS OF VILLAGE CREEK Lu PHASE 1 g STORM DRAIN PLAN & PROFILE SD-C O DESIGNED _ SCALE I DATE SHEET: DRAWN 1"=40' OCT 2024 .OF 129 d CAUTIONI r iM a♦ Mea r ile x.1 EXISTING UTILITIES EN rof ws. e. s. Ie. ^G yyoe i Fb ea iy3wd se Prd' iota .'ra. yyoe 'V aeaxSd�M1 Frowe THE CONTRACTOR IS RESPONSIBLE FOR A3 e6a I}¢slua lal I9O'�wi. �"a'F� a ;N yuXM fI �Ip'~ t 1—ilgIN M LBI HIS N( IDENTIFYING& LOCATINGALL UNDERGROUND � 'C� �' rllr1 �'� II s ��1 T UTILITIES ORMA PRIORIONS TO CONSTRUCTION ALL �3 >ro % 9!I aONE T I ��INFORMATIONSHOWNIFERTHESE CECO G(SBASED ��)H�n53� t� .ly( ON BEST AVAILABLE REFERENCE DOCUMENTS, t91 6M Pe T DATA PROVIDED BY UTILITY OWNERS,& rL E.L F ao 1 rj i t 10> 1, �#8 , l �,(� a t ' s'is PHYSICAL APPURTENANCES OBSERVED IN THE d I FIELD THE CONTRACTOR IS RESPONSIBLE FOR 3 i�� ® n� S 9I i REVIEWING AND VERIFYING ALL SUCH a�j N,.@J lI INFORMATION 3� ifZf tT. Ma Nt. m `i=� >a I�iir wa >- 1; I�� x. ��( ,a t. FIN 15L—A T 90 1 -II L a 151 BLOCK C1 Iro o PARK -DEDICATION ��11,4 / 20/ % 21 / �2 T - -23-� �4 25 / i z6 25 za 270 SV ROCK RIPRAP L� / / f 5- / 3 t BY ROCK RIPR 1 EAP o� 18ARIABLE 35 SV ROCK RIP �•` �\ ,/ I/ f l .d� / WIDX VTH PRIVATE / DRAINAGE EASEMENT ( �`�j / m /n - 20 / 635 PIFOFo _AILI� rA WIDTH PRAFLOODWAV FLOODPLAIN r / FEMA 10°YR / DRAMAGE EASEMENT -- --� C' ,t / tLOODPLAIN F 625 .0 w ow s 0i00 � mP.RINNraNxEa#vMxIELO ExoIxEERwooRwRRLLc ,sRE F-ttmaBTPPLstotsxm PROPERTY LINE REVISIONS EASEMENT LINE LINO A DESCRIPTION DATE 18' 1 � 12I10/2024 0 1/21I2025 21 Ar �0.88'r , SEC NI SHIELD ON A -A EARTHEN CHANNEL ENGINEERING GROUP Q iT 93CFS V 304 FPS(@x=0035) SLOPE =184 % THE FIRM#R1-I TFFUS FRM#ta1MJ#Ma DEPTH 68' (Q N=D OS) REFERENCE PLANS NOT JA2 C. WTERK LLI TO SCALE BT,T " <:rExsc.�e� OQ N 0 Q So 120 ~ 865 660 GRAPHIC SCALE IN FEET CONSTRUCTION NOTES NO — t THE OvcnIEFS INSPECTORAT LEosrae noVRs ROANCE WITH CURRENT CITY OF FORT WORTH — STRUCTURES UNLESS OTHERWISE NOTED EES, FENCES. RETAININGwALLa, 855 ENERGY EA AND COMMUNITY SERACES DERT 6xv HORIZONTAL & VERTICAL CONTROL— s 850 maT, IE RENooN cRowlEr ROI wRN a, �onaac ao��Ix roR of MOsrrvoRTnERLr CONCRETE cowMNA6ovE cREEx GoI 6+5 i I FEET Fnsr or STEEL FENCE c"NER,-FEET w ors E. CORNER 5 SIR C RP P F PI O G O ND - A L Z = fi5 63° 625 e mE00unavcrwrvooxrxi 3+00 4+00 5+00 6i00 rtexx nxuen ine ieueervxirvccnirvx rrwcxccnni EXHIBIT B - CHANNEL A PLAN & PROFILE -xPAGE 14 OF 19 GO CITY PROJECT#105309 FILE#W-3021 U) MAPSC P CITY OF FORT WORTH, TEXASLu d `1 Of TRANSPORTATION & PUBLIC WORKS DEPT. PARKS OF VILLAGE CREEK Lu PHASE 1 g CHANNEL A PLAN & PROFILE LL DESIGNED _ SCALE DATE (SHEET: DN_ 1-40' JAN 2025 85 OF 128 d r �'M ;ar 1 ,ur wxr A ;� xxr ax,r n a�ell x.. - rT a, wl ra err �r err uy .r u i// xl of and aS//mom /i a WvI'Iws F ooa»f ayx1 xx Man(/ sflzm uxr n,�4 Wx� oo'a.r/ s{ x( va9 n.$ uxry ff / eqy ao�yyy en.ffl no4 s. isN I.�e,'1 u'��uf1 u''1 axa.W i411 �m o.�� ff� Exd1 xSl nml lu.n rl Ixxaruxrl ., I saJl ink saz.l a'n LI xm�l x.fAAil 111 Ix I sl I z I axe.Ql ss%x I sa sl xz I oal B. 640 635 830 625 605 mo 635 630 625 620 •r i i iii iii iii i�\ii iiii iii�ID � �iR;'�4',�Gf�JCI` IIii i■■i■ i■■12,�C7 i■■f iR9��_`[�1 ii i 11 .i■■li /_V!I�I:q■li i■■li IaL�i�■li = F il�li iii iii iii iii iii m 5bG WXMI Cannel In=0.fb1 sexn P�oxl"InToul IMmcn El ws. Hev vk ws. a6. Dev Es. Noce veI <nnl Hew Are. Too vnam FFwaeacm �Iclsl Ihl Iftl IRI Iftl IIVfO IfVsl IsO ftl Ihl ReaAl 6I SObvr ULT 196AayI 9] 63oA5 630. 0.0o51]a a34 � 33.5] ReaA 1 10bvr ULT 196A91 63T39 6ri. 6W.111 0.0W]4 A@ 4G 2& O.S ReaN fJ) 8]1lfgvr ULT 396A91 62a 629.3 629.v�) 0. 4a3 20.3 0.55 IRexnfl s2lwovruu 296.a91 e2u I 62e.961 sea s29.221 o.otm231 as. 2a I o.w 6 coutftcannel 1n=o035) RexM1 Nver6taIProrile DTotal Min (M1 El W.S. EIev Cri[W.S. E G. ElejjE.G. SIooe Vel CM1nI Flow ArealToo Wi01M1 Fr0u0e ECN UL, .1M1 I HIf 1062. vr ULT Ish 4�Ak1 �Irtl�. lrtl Irtl ,li%r JIrViss Jlsa rt flit) 2. an RexM1] loovr UlT 186.d�1 F. 628.561 628.29 G28. o.o2aao(}ss.88¢J11(%%'I 24. a. I RNA DRAI 90' AGE I PROFILE VERT VERT SCALE: 1"=20' 1'=2' _ EXIT .0 i 635 'SE 00629.8 n PROP GRADE 63o 625 Clio' = isfi ao dfs D100=5.22 fps 0100=2.SBIQ 5 = 0 01 klfl (Qn IID65i n=005) — _ _ ECTII IN AA (cs. Ma) 620 0 00 tovrnlcnrnzoxa evswsx0 sxomss6w0o0wPPuc reps F-iiolaarmLs rorauea0 1-00 s45 840 635 630 625 CAUTiONI REVISIONS EXISTING UTILITIES THE CONTRACTOR IS RESPONSIBLE FOR NO DESCRIPTION DATE IDENTIFYING a LOCATING ALL UNDERGROUND 1 Q 12I10/2024 UTILITIES PRIOR TO CONSTRUCTION ALL INFORMATION SHOWN IN THESE PLANS IS BASED 0 ,121I2025 ON BEST AVAILABLE REFERENCE DOCUMENTS, DATA PROVIDED BY UTILITY OWNERS, A pp .r PHYSICAL APPURTENANCES OBSERVI FIELD THE CONTRACTOR IS RE PONSIBLE FOR REVIEWING AND VERIFYING ALL SUCH INFORMATION I il SHIELD x sas ENGINEERING GROUP ]IRE FIRM-1103-11FUl FIRM e161911890 iiii iiiiiiiii iiiiiiiii � iiii===ii�1!■I� � iiiii iiiiiila�.'11:Y�i! ■ iiiiiiii i iili'■i iiii iiiiii ■N■■ fi00 .. .<�a1rsC.fVGs /� 2y 6aB REFERENCE PLANS NOT 625 TO SCALE CONSTRUCTION NOTES P�w.s xL ym t ! rmwe.a Ircaa wve I al\l w.�F / oy y 1A aA a1 1„ a�tl : 3 xI C Y m as ass.di o f col 650 PROFILE SCALE: HOFL 1LE VERT. 12. ' = 2' 60 �SEMENT EXIST / GRADE L/ AT 100VR Cl— 'LT WSEL 643 96' 650 845 44' L PROP GRADE n AT CL 12'CHANNELB6TTOM — I N AA fi45 640 635 640 635 Of CO 68.3 2.]2 1.95' E SECTI V100 D100 = 0.00 �.Pe xxo�rxs�EXHIBIT B4— CHANNEL CROSS SECTIONS —xPAGE 15 OF 19 �reHCVXUen1XC1CM eN LLtt1N 114LP IERGY D COMMUNITY SERACES DEFT HORIZONTAL & VERTICAL CONTROL CITY PROJECTN105369 FILE#W-302] LU MAPSc# Q CITY OF FORT WORTH, TEXAS d `LU TRANSPORTATION & PUBLIC WORKS DEPT. W PARKS OF VILLAGE CREEK Lu PHASE 1 g CHANNEL CROSS SECTIONSLL O U) DESIGNED _ SCALE DATE SHEET: DRAWN_ 1"=20' IAN 2025 S4 OF 128 d REFERENCE LEGEND REVISIONS \ \ SEDIMENT TIVE ORANGE SF 1 _ I PROTECTIVE ORANGE FENCE OF NO Q DESCRIPTION DATE PLANS NOT LIMITS OF DISTURBANCE — — — — — i SCALE (AREA=90 fit ACRES) TO S CAL E CONSTRUCTION ENTRANCE III W�ARMNG! h WARNING �� 615 FLOW ARROW y ISTING GAS EXISTING FIBER K PROTECTION FM I SEDIMENT POND O&❑1 I , SHIELD. ROCK CHECK DAM ENGINEERING GROUP PARK DEDICATION HIN FIRM #F110 711MFIRM VINIM— \ o u EM EROSION dSEDIMENT CONTROL NOTES B 0' P B m f1 t EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF 1 1 III INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT FF RISK OF CONTRACTOR CONTRACTOR SHALL REMAIN LIABLE FOR SNjIR RJ AN V DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING 1,CE 0 U KC I I �SEMfT �jD/ DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE AT THE •�N / II M/O M D CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS tY]3] � AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF 9—A - - ' LL I ULTI FAMILY 1 I r / AS M Ni i ANY SEDIMENT GENERATED BVTHE PROJECTOR DEPOSITED AS ON M y Zb ""C° 1 RESULT OF EROSION CONTROL MEASURES O 18 21 AC / I I W /I I / �.1X IS'� Q 2 ALLPROCEDURESANDMATERIALS USED FOREROSIONCONTROL FC 1 \ AT _R SHALL BE APPROVED BY THE CITY OF FORT WORTH ME NT / [ix] - a & THE LOCATION OF EROSION CONTROL DEVICES AND THE N CONTRACTOR RESPONSIBLE FORINSTALLATIONEROSION CO TROL BE IC O n�/NTL ANOWN IN THE PLANTOF L CATIO EROSIO ROSION CONTR L M 0 160 300/ Uii ER(CC EEK UR.� OCCURF IN TH OPINIO LO THE CIT FO SPECT ON CONTROL MAYOCCURN CCORDANCE WIT THIS PL NARE INAD THE QUATEASURESTAKEN IN ACCORDANCE WITH THIS PLAN ARE INAOEOUATE. GRAPHIC SCALE IN FEET B10' (A)EXCAVATION CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTION NOTES DAMS BETHESDA INSTALLATION OF SILT BARRIERS, CHECK MS AND CONSTRUCTION J 0'�✓Ai- GR� FBMT ENTRANOTES C6'EXD'_ t rvcn at's rvsv[ciox AT Lvsra3 HOUas N GE ILL 1- M LY I. y 35_00_ _ LE__E.1, �OJIFF 'I i6' (B) UTILITY CONTRACTOR (WATER, SEWER B STORM DRAIN) TO BE 2 C0NSTR IN ZOOODANCE WFFH CURRENT CITY OF FORT WORTH SANIT Y / RESPONSIBLE FOR INSTALLATION OF STAGE I AND STAGE 2 INLET ER EASE ENT I M DIL M-)EIB11T PUBLIC ROW III DEDICATION FGOVERrvMEFm3 STArvw.RO ECFCAr OxS FOR w3MC ! X 50' WA Et:B (C) EXCAVATION CONTRACTOR TO BE RESPONSIBLE FOR SEEDING 952: 1a 1. NFORMAi ON ONLY THE COMEACTOR SHUL / PROP1 YR _ Imo/ FS!�EA'..:v EWER PE.S AC . - AND FINAL REMOVAL OF EROSION CONTROLS EES FEncss RETArvrvcwALLa FLOOD IN / / ^ — - / / n F55 MI NT o t B TH SDV7 _ 4 SILT FENCES SHALL BE MIRAFI 100XOR APPROVED EQUALAND u+o sTaucruaEs UNLESS oTHTMEF cowl cAT tFASTas Ho R aal a ESE Ef'i �\ I \\�\\— j INSTALLED PER MANUFACTURER RECOMMENDATIONS rr . I p�10B IIIIN _ MOCKING BIRD LANE S EROSION CONTROL DEVCES ALREADVNI PLLACER CONTRACTOR LL EACH CONTRACTOR SHALL BE MAINTAINING THE COTING AT EACH LOCATION ATIONCONTAT O U s O TO �Excnvni NG AT EACH Loui oN e1/JSxa2ss B CK B SHALL REMOVE AND REPLACE EROSION CONTROL AS NEEDED FOR FORTWORTH WRANGP PMSIMENT 18X - I l / yy FGHrwoRrH rRANSPaRrnnorvaPD3LcwGRKs 31TJsz-S,ao 1 PA K DEDI ATION / 18 1 T 16 1 S 1 1 2' /1$I11b 1 9 8 I L 6 5 4 3 2 1 x 3 4 $ q ] 8 9 10 11 12 13 4. 15 CONSTRUCTION OR ACCESS ALL EROSION CONTROL MUST BE IN TATMOS Xu ELEcm c s0o-aaa sin / I 16� PLACE AT THE END OF EACH DAY. ENERGY F J — 10' 6 ALL PERIMETER PROTECTION SHALL BE INSTALLED PRIOR TO FOR TH ANCHATZRI'C"L. "ADSON4LDvsou FiC 2. _ _ / ' 1l 1BETHESOA EXTENSIVE ON SITE GRADING. LIMITS OF SILT FENCE ARE SHOWN rARSW MNDCOMMUN IY 3ERNCES DEPT s1x -r ESMT GRAPHICALLY, CONTRACTOR TO ENSURE THAT ALL IMPS ARE KEPT C'� 15' IN SUBJECT PROPERTY ANDIOR CITY RIGHT-0E-WAY e/L ] 6 r D n. 1z` 13 1a s iB i 1 1 z 31 a l s s T e 9 10 n ID— —Pueuc aow _ SHORIZONTAL&VERTICAL CONTROL�w3s i I CH 1 12 III I I B OCk E 1 19 f ESMT ]. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO USE OHMA 1� rrxLSErnxrv[KO NTERSEOTON OF FM 118]IE RENCON CROWLET RDIWRH I I 11 20 �21X OPEN SPACE WHATEVERMEANS ARE NECESSARY TO CONTROL AND LIMIT SILT m (OAKGROVERI),Il Oa OFMOSTNOarHERLVCONCRErECOIUMNAsoVECREEK I1 I O I 36 3� 34 33 32 31` 30 29 28 2� 26 25 2b/ 23 22 21 0 19 24 23 22 2y 20 19 18 1] t6 15 14 13 ANDSEDIMENT LEAVING THE SITE SPECIFICALLY, THECONTRACTOR EA"OAH F— RO ON FAsrs CE OF OAK GROVE NO �; SHALL PROTECT ALL PUBLIC STREETS, ALLEYSESTREAMS,STORM ELLV eaO Te DRAIN SYSTEMS AND INLETS FROMEROSION D POSITS. — - - — corvAPFTE RN II EN _yLvrlme \ _ ' B. ALL EROSION CONTROL DEVICES TO BE INSPECTED, CLEANED EEr EMsr of STEEL FENCE coRNER 3e FECT w>=sT OF S E. C ER ANDIOR REPLACED AFTER EACH STORM. T / I ` / \ I 58 1�yI 58X OPENS OE�� EIV OFNTET43 / 1 2r 3 4 5 6 ] 8, l0 11 12 13 # 13- 1 L Q8 1� 3 4 15 6 ] 8 9 10 11 12— 9. USE OF ON -SITE FUEL STORAGE TANKS IS DISCOURAGED HOWEVER $� I BL CK F - \ \ �1 I 11 1 \ BL CK G Iy�yn� IF USED, THE PREVENTION OF HAZARDS TOTHE GROUND WATER IS / I1I 11 I WIII / 6.. V THE SOLE RESPONSIBILITY OF THE CONTRACTOR UTILIZING SAID RNER SE CORNER OF PRATEft ENERGY TRAGT 2T5FEET EAST OF 1* f 38 37 36 35 34 33 31 30 29 28 2] 26 25 24 2� 22 21 20 T24 2 ){2�21� 2t1 19 18 1] 16 5 13I ; '^ WARNING STORAGE SEE NCTCOG CONSTRUCTION BMP MANUAL SECTION4 SSr 3t HAZARDOUS WASTE MANAGEMENT T �4Y JJ LINE /jiI$I I `�- NF• \\ - 6 �� / 54 ` iD CONSTRUCTION ENTRANCES ARE TO BE INSTALLED AT ALL POINTS AVES ITE ION I 19 20 'x2T � 26 2~28 29 30�31 I32 33(,34 3S 36 y3] 8 3 0 44 SMT15 WHERE EOUIPMENTENTE B THE OWNER HIS RE RESENTATI OF - ' t 7 _ $3 � ESM � � SAME IS TO BE APPROVED BY THE OWNER OR HIS REPRESENTATIVE. 4{ 1(2 43 44 45 4 G6 4J 48 49 50 51 52 PUBLIC ROW if AREAS WHERE FINAL GRADE HAS BEEN ACHIEVED MUST RECEIVE IIII� _ -II}I IBL _C \ � i I ,� 1 �� u T PERMANENT SEEDING WITHIN 14 DAYS FILYPRxX�B#105369 FILE#W 303/ W ^? MAPSGDttITfuc,2Dl. 120P U) \�1` 12 EROSION CONTROLS TO REMAIN IN PLACE AND TO BE MAINTAINED 1X I RAE 29 DRAINAGE EASEMENT 20x 15 UNTIL GRASS HAS BEEN ESTABLISHED = �?I vARIAILE D RANncF CITY OF FORT WORTH, TEXAS 1 w WITTH pAEEMENT 13 ROBIN CREEK LANE PARKWAY TOPSOIL TO BE FINISHED OUT WITH Y DRAINAGE ! -I 11 j 1 II NO ROCKS OR SOIL CLODS GREATER THAN I' NO DEBRIS OR WIRES- LU EASEMENT 1 /', AS PER SPECS GRASS TO BE FINISHED OUT IN BERMUDA GRASS Lu TRANSPORTATION &PUBLIC WORKS DEPT. / 1 5 - /� 11 SODCATION BV FINAL ORACEB CI ESOP FORT BEFORE 55 DEDICATION TO ACCEPTANCE BY CITY OF FORT WORTH PARKS OF VILLAGE CREEK LU v I PHASE 1 f 9. 4 EROSION CONTROL PLAN LL U) /\JT, II \.�I `I DHAWNED_ ISCAL50 IDATE OCT 2024 ISH Ill OF 129� D�R r®o,xYSHELDEry NEFRNGGRaRPLL �EF-„NNa�Ls,o,o �....�N ,w MrvEXHIBIT 4eBM-HeEROSION CONTROL PLAN 1e PAGE 16 OF 19pN FENCE 7_ DRIPLINE VARIES) ' FENCE LOCATION LIMITS OF CRITICAL ROOT ZONE) INDMDUAL TREE PROTECTION TREE PROTECTION DETAILS NTS 1 _ FORT WORTH ETJ CITY OF FORT WORTH -- TICAL ROOT ZONE TREE PROTECTION FENCE NOTES: P LINE 1 CHAIN LINK FENCE TO BE 12 GAUGE, WITH I%' DIAMETER SCHEDULE 20 POSTS AT "_o0 o.0 MAX =E PROTECTION FENCE 2 NO EXISTING TREES DESIGNATED FOR REMOVAL, 3 PROTECT ALL INDIVIDUAL TREES OR GROWTH OF TREES TO BE PRESERVED BY ERECTING A BARRIER AROUND EACH TREE OR GROUP OF TREES 4. INSTALL AND MAINTAIN BARRIER AT TREE DRIP LINE BARRIER SHALL REMAIN IN PEACE UNTIL REMOVAL IS NECESSARY 5. IN THE EVENT OF HEAVY CONSTRUCTION IS SCHEDULED TO OCCUR WITHIN THE DRIP LINE OF AN EXISTING TREE, CONTRACTOR SHALL ERECT A PROTECTION FENCE OUTSIDE OF THE DRIP LINE UNTIL CONSTRUCTION IS SCHEDULED TO OCCUR, THE PROTECTION FENCE MAY THEN BE ADJUSTED AS REQUIRED TO COMPLETE THE PROPOSED CONSTRUCTION AFTER CONSTRUCTION IN THIS AREA IS COMPLETED, THE PROTECTION FENCE SHALL BE ADJUSTED TO ITS ORIGINAL LOCATION. 6 CONTRACTOR SHALL NOT PARK, CLEAN TOOL AND EQUIPMENTS OR STORE MATERIALS WITHIN THE DRIP LINE OF ANY TREE ] ALL ROOTS OVER 1"IN DIAMETER SHALL BE CUT CLEAN BY A HAND SAW EXISTNG TREE LEGEND SQUARE FEET ACRES CANOPYAREA -I— 12.56 CANOPY PRESERVED 446.]4] 10.24 CANOPYREMOVED 100,84] 232 II 1 / MEE PROTECTION I e, TREE PROTECTION I 1 J ET OD'A•(TOTAL FOR PROTECT) IN URBANFORESTRYAREA (GROSS AREA OF PROPERTY GHT OEWAY SQUARE FEET ACRES 4.2.BS4 301.]0 1171 TIU UttFASEMENTS NET{UPEAA4 FFOO�RREES%TR�YAREA E P(�ryn�J�i�iiN idRE51RY�l�i� — 1] 71 3.5]5.623 82.03 S3u5]RS,'.G E2 CS IAJI(Jf � I MF aRXB, 4 UI.12 SQUARE ACRES r RV�I PERCENTAGE 21S %%1J PRESERVATION REQUIREMENT PRESEPRVATIONSANDPLANTING AREA OF EXISTING CANOPY PR5ERVED SIGNIFICANTIRREES ]49 3.16 SQUARE FEET ACRES INCHB(DBH) CANPY(sQFN ALLPOSTOAKS/ROCKACK OAKS AU.CBiFft([1�IIjrjrTTREES 3— 2312 8 1 ,•A1 OBE REMOVED SIGNIFIfgf{jITjF(JJ�1nGATON TTIIAANNTT SS��II yy IS RP PER INCH( 3S4 14,359 71TB3 WA VARIABLE � 2301]0� ' 21� WIDTH 2110 230194 DRAINAGE 2901]5 230198 f0— EASEMENT 2303]4 EXHIBIT B - URBAN FORESTRY EXHIBIT PHASE 1 - PAGE 17 OF 19 s AREFEEr TA[LL �R—yRED CANOPY COVERAGE SIG UTEDIT �5j]j.A56 ]0.60 ISE AEE as u�"l1ll 'f(/�� i�,000 9.14 ]4 MEDIUM SFI S. ].19 ]25S-11CAN0PYTREE511005F) 2,500 0.29 TOTALPUU4VNG � ��jj 10.61 TWO111 HAUBEPINIEDPER LOTTO 6ffAKERAIREDCANOPY COVERAGE FOR A NFNSINGIE FAMILYSUBDIVISION FROM40MTO 25% DIN I ILI f'}TITFAI l VICINITY MAP O NOT TO SCALE LEGEND PROJECT BOUNDARY EXISTING TREE CANOPY PRESERVED El EXISTING TREE CANOPY REMOVED EXISTING TREE CANOPY ROW El EXISTING TREE CANOPY IN PERMANENT UTILITY EASEMENT SIGNIFICANT TREE TO BE REMOVED CHAINLINK FENCE I , SHIELD ENGINEERING GROUP O o 15D 3oD 450 I GRAPHIC SCALE IN FEET CITY OF `1 FORT WORTH, TEXAS w U W PARKS OF VILLAGE CREEK a URBAN FORESTRY EXHIBIT o OWN —DEVELOPER PAR KSOFVILIAGECREEK,LLC 311 UNIVERSITY SUITE IDI PHASE 1 In TX FORT WORTH,H, TX ]610] DESIGNED SJM SCALE DATE. SHEET: Ri]-3TI-2B00 DRAWN SJM 1.. SO APR 2024 1 OF3 d FENCE 7S_ DRIPLINE VARIES) ' FENCELOCATION (LIMITS OF CRITICAL ROOT ZONE) INDIVIDUAL TREE PROTECTION TREE PROTECTION DETAILS NTS 'H ETJ WORTH -- TICAL ROOT ZONE TREE PROTECTION FENCE NOTES: P LINE 1 CHAIN LINK FENCE TO BE 12 GAUGE, WITH I%' DIAMETER SCHEDULE 20 POSTS AT B'-0"O.0 MAX =E PROTECTION FENCE 2 NO EXISTING TREES DESIGNATED FOR REMOVAL, 3 PROTECT ALL INDIVIDUAL TREES OR GROWTH OF TREES TO BE PRESERVED BY ERECTING A BARRIER AROUND EACH TREE OR GROUP OF TREES 4. INSTALL AND MAINTAIN BARRIER AT TREE DRIP LINE BARRIER SHALL REMAIN IN PLACE UNTIL REMOVAL IS NECESSARY 5. IN THE EVENT OF HEAVY CONSTRUCTION IS SCHEDULED TO OCCUR WITHIN THE DRIP LINE OF AN EXISTING TREE, CONTRACTOR SHALL ERECT A PROTECTION FENCE OUTSIDE OF THE DRIP LINE UNTIL CONSTRUCTION IS SCHEDULED TO OCCUR, THE PROTECTION FENCE MAY THEN BE ADJUSTED AS REQUIRED TO COMPLETE THE PROPOSED CONSTRUCTION AFTER CONSTRUCTION IN THIS AREA IS COMPLETED, THE PROTECTION FENCE SHALL BE ADJUSTED TO ITS ORIGINAL LOCATION. 6 CONTRACTOR SHALL NOT PARK, CLEAN TOOL AND EQUIPMENTS OR STORE MATERIALS WITHIN THE DRIP LINE OF ANY TREE T ALL ROOTS OVER 1"IN DIAMETER SHALL BE CUT CLEAN BY A HAND SAW EKISTNG TREE IEGEND SQUARE FEET ACRES 1NOPYAREA SLE- 12.56 CANOPY PRESERVED 446.14] 10.24 CANOPY REMOVED icGI4 2.32 --"P'FM 1187 -r - - rR 11��11' 11117�111�11,� �__�1111_li 1�11'�111� ETHOD'A• (TOTAL FOR PROJECT) IN URBANFOREDRYAREA (GROSS AREA OF PROPERTY GHT-OF-WAY71 SQUARE FEET ACRES 4A29.894 301.J0 17S UH—EASEMENTS ryN�EyTyUdRryB{A�" 11RpEpSJTfR AAREA IF7ArynUyRy6dN FdkQ9liiT 3M.017 3.11-3 82.03 6 3,5]R5,E623E32RD3 �I(✓rM � 1 MF I�rMpV�QN/� C�NGCANOPY 25%(New su/IidwisioRl SQUARE ACRES r PERCENTA 21S %J PRESERVATION/REQUIREMENT PRESEPRVATIONSANDPIANING AREA OF EXISTING LANOPY PRESERVED SIGNIFIKANTTREES T49 3.16 SQUARE FEET ACRPS INCHB(DBH) CANOPY1SQFN ALLPOSTOAKS/ROCKJACK OAKS ALLOTRFNVffjrjrTTREES 3— 2312 8 1 ,•A1 TO BE REMOVED SIGNIFI11%] 1jT(JJ[jKj(WTEiATON TIANTS�I}��i y PAYMENTIS3xPERINCHI 399 14,359 71— N/A ---- � 0 ou EXHIBIT B - URBAN FORESTRY EXHIBIT PHASE 2 - PAGE 18 OF 19 NEW TREE PILANTING SQUARE FEET AORES gAIrF�!1F1 [p/peEBP� pr 9B .699 1211 SIGIITIFI�20001i 446� 9014 AEF1 ANNry1f��SH00((PPy��dFF F 4FJ.)s6 13 10.W TREE((700SF) SL&IO 1.19 12s SNULLCANOPYTREESUS0SD lz-- G21: TOTAL PILVUUNG TNOTREES SHALL BE IANTED PER LOTTO IEDUCFIHEFAIRED'NOPY COVERAGE FOR A NEW SINGLE FAMILYSUBDIVISION FROM 4 LT025% LEGEND PROJECT BOUNDARY EXISTING TREE CANOPY PRESERVED El EXISTING TREE CANOPY REMOVED EXISTING TREE CANOPY ROW El EXISTING TREE CANOPY IN PERMANENT UTILITY EASEMENT SIGNIFICANT TREE TO BE REMOVED LOTS TO INCLUDE MEDIUM CANOPY TREE IN -LIEU OF SMALL CANOPY TREE CHAINLINK FENCE I , SHIELD nn nKM RP.E wRnu IIIG E-90 O O 150 3oD aso —�� T GRAPHIC SCALE IN FEET CITY OF y FORT WORTH, TEXAS w U W PARKS OF VILLAGE CREEK J OWNERIDEVELOPER URBAN FORESTRY EXHIBIT LL PARKSOF VILLAGECREEK,LLC PHASE 2 U 311 UNIVERSITY DRIVE, SUITE 101 U) FORT WORTH, TX 76107 8100 SJM SCALEDATESHEET DNAWNED 50 �R 2024 OF3 SIGNIFIUN—EIECEND(2—AMETER—AMEIERoaas ETERONI nPE -DINE EANOff(SF) OSTREMovfD/PREsmvEo Y30811 )A POAN aAm IFO ]2.5) REMOVED 23O1t8 D PI -OAK HI ]2a) RfMOVFD POSTOAK 11 z3Dlm a6 P_K m 1963 ]301]S 36 25 1963 1301)6 36 POSTOAN ENE 230191 50 BOI—ARC ssD19R Ba vozTOAK 23014J 36 POSTOAK 40 POSTOAK 23D2DD 48 P05TOAN z3ozm PosioAK 2i(022 18 POSTOAK 2302m 38 POSTOAK 2RID'A 18 POsi OAK POSTOAK 22.5 u 22.s LS E u ss 75 25 175 ]590 1590 1963 ]963 1: 1963 562 1257 RUM EMOVED REMOVED REMOVED REMOVED PRESERVED PRESERVED ED PRESERVED PRSEVED 2m4 2.6 POSTOAK POSTOAK 230252 18 POSTOAK 230253 18 POSTOAK 2— IB POSTOAN 25 1J.5 1J.5 125 157 �962 962 .1 PREVD PRESERVED PRESERVED PRESERVED �I 2223��0VV2555566 ]Z]Z POSTOAK POST OAK 2i0258 18 POSTOAK 230259 IB POSTOAK OSi TO 230263 28 POsi OAK 2m269 42 POSTOAK 2m265 m POSTOAK POST OAK 230268 18 POST OAK 2i0269 36 POSTOAK 121 125 LS IS m 25 m m m 491 491 JOJ m) 125J 1-PRESERVED 125J 1- ]29J PR D PR PRESERVED PRESERVED PRESERVED PRESERVED PRESERVED PRESERVED 2302J0 18 POSTOAK —1 AKuPR POSTOAK ]302J5 18 POSTOAK 2-18 POSTOAK _ 2—IB POST OAK 2m2]8 36 POST OAK 2KID]9 36 POST OAK 2i1Q83 24 POSTOAK 2-1 24 POSTOAK POST OAK 2KID84 POsi OAK 2i(Q85 18 POSTOAK m — ..1 IJ.S 11 2]5 17.1 22.5 125 175 ..1 125J 962 962 562 2-PRESERVED 962 1- 962 962 PRESERVED W:D PRESERVED PRESERVED PRESERVED P 'SERVED P RESERVED PRESERVED PRESERVED 2302afi I8 POSTOAK 2302a] 48 POSTOAK J3Dm2 1POSTOAK )30m3 36 POSTOAK 230290 M POSTOAK 2m296 POsi OAK 2i029J 18 POSTOAK IJ.S 1)5 12.5 22.5 22.5 125 125 562 491 1- ]SEO 491 491 PRESERVED PRESERVED PRESERVED PRESERVED PRESERVED PRESERVED PRESERVED 2-36 ELM 2m299 DT POSTOAK 2i0.3D1 18 POSTOAK 2iRi03 18 POSTOAK 230.?00 26 POSTOAK 22.1 125 12.5 12.5 12.5 ]SEO 491 491 491 491 PRESERVED PRESERVPR ED PRESERVED PRESERVED PRESERVED 2RIPA5 POsi OAK 2K0.30] 18 POSTOAK 230.?09 18 POSTOAK 23Q?03 24 POSTOAK 2 PO T OAK POSTOAK 2-2 18 POSTOAK 125 125 125 1" 1'5 12.5 491 491 491 R P PRESERVED P ESEKVED PRESERVED 23D313 36 POSTOAK 23D314 36 POSTOAK 36 POSTOAK 2m316 24 POSTOAK 2YB1] 48 POSTOAK 230318 54 POSTOAK 12.5 IJ.S 1J5 1]5 27.5 IJ 5 _.1 A91 962 962 23)6 962 PRESERVED PRESERVED PR PRESERVED PRESERVED 1. 230321 36 POSTOAK 230322 36 POSTOAK 2-36 POST OAK POST OAK ]30325 18 POST OAK 2ilUm 18 POSTOAK 23032] 36 POSTOAK 2303?0 18 POST OAK 2-1 18 POSTOAK 22.5 1J.5 IJ.S 175 17 5 17.5 175 17.5 1J.5 1590 962 962 962 962 962 SU 962 962 PRESERVED PRESERVED PRESERVED FSERVED PRESERVED PRESERVED PRESERVED PRESERVED PRESERVED SI6NlFICAN TREEIEOEND( DI]e AME-I DIAMETEROAKS —NO, MAMEIER(IN) nPE CANOPY GRNWVISFI REMOVEDroRESERVED �30.:45 24 —OAK L75 962 PRESERVED 23— OSTOAK 18 P17.5 962 PRESERVED 23034J 18 POST OAK 17.5 962 PRESERVED mIXWB 36 POSTOAK 25 1983 KEMOVED EaST 230.850 ?6 POST OAK SJ.S 962 PM 230352 36 B—T AKC m 1251 DVfD 23— 18 POSTOAK m 125J PRESERVED as OSTOAK m 1 7 PRESEKVED 230.:59 ?6 ACKBERRV 15 M P 'SERVED 230.:M 18 _ POSTOAK 15 ]OJ PR- ERVED 230365 14 POSTOAK M PR 23DiG6 24 POSTOAK POSTOAK 1s ]gym PRESERVED 23D368 ?6 POSTOAK 15 M PR 230Yb M POSTOAK II 19ii PRESERVED DD 23! W POST OAK m 1mJ PRESERVED 2303)1 a0 POSTOAK m 1mJ PRESERVED 90801 R K PECAN m ]2A REMOVED 9WIXR IS POSTOAK 8 ml KEMOVED 90006 a8 PEGRN ]2 REM.. ae —OAK u 11M KEMOVEO I I TOTALS I ron ovK B.030 121,46) OIM1er 312 &I83 I oul Removetl 39I 14359 EXHIBIT B - URBAN FORESTRY EXHIBIT CALCULATIONS - PAGE 19 OF 19 I , SHIELD ENGINE'EPIN IEGROUDP CITY OF Y FORT WORTH, TEXAS w ° W PARKS OF VILLAGE CREEK J URBAN FORESTRY EXHIBIT LL CALCS ° DESIGNED SJM SCALE DATE. SHEET: DRAWN SJM N.TS APR 2024 3 OF3 d Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN FOR 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 " EXHIBIT D" STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST FREQUENT INSPECTION a Fort Worth Stormwater Management 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