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HomeMy WebLinkAboutContract 48489 ITY SECRETARY WNTRACT NO. DOE # STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this , , day oflA -, 2016, by and between Walsh Ranches Limited Partnership, acting by and through its undersigned officer, hereinafter referred to as "Landowner", Quail Valley Community, Inc., hereinafter referred to as "Association" and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of those two certain tracts of real property described as (i) an approximately 1.794 acre tract located in the International & Great Northern R.R. Co. Survey, Abstract No. 2004, and in the Heirs of C.H. Higbee Survey, Abstract 2740, Parker County, Texas, and (ii) a 2.534 acre tract located in the International & Great Northern R.R. Co. Survey, Abstract 1996, Parker County, Texas, each according to the deed #305632 recorded in Volume 1699, Page 1765, Deed Records, Parker 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 Walsh Ranch Quail Valley Phase IA, 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 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.05/14//2014 WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including Association, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit"A" ("Facility Property"); and WHEREAS, Landowner agrees to convey the Facility Property to the Association and the Association agrees to accept the Property where the Stormwater Facility is located. NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terns 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 stornwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner and Association, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facilities, berms, outlet structure, pond areas, STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.05/141/2014 access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner and Association, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner and the Association, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner and the Association, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work,upon other lots owned by the Landowner or the Association. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.05/14//2014 identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ASSOCIATION COVENANT AND AGREE AND DOES HEREBY INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA; OR FAILURE TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association covenants and agrees that no habitable building shall be erected within the drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede drainage. Landowner and Association covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100 year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.05/14/12014 on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 9. Notwithstanding anything to the contrary contained or implied elsewhere herein, it is expressly agreed and understood that the liabilities, indemnities and obligations of Walsh Ranches Limited Partnership, as Landowner hereunder, shall expire and be of no further force or effect upon the transfer ("Transfer") by Landowner to the Association of legal title to the Facility, save and except for any liabilities, indemnities and obligations of Walsh Ranches Limited Partnership as Landowner hereunder which have accrued and are due, payable and/or performable as of the date of the Transfer and which shall expressly survive the Transfer. Executed this ay of U 2016. Landowner City of Fort Worth Walsh Ranches Limited Partnership By: Walsh North Star Company, Inc., its general partnerzsuse���L F a Name: Assistant City Manager Title: 4S!PA** Approved as to Form and Legality Association Assistant City Attrney/LaCu-Lh D,G)UZIl1CL0 Quail Valley Community, Inc. Name: ATTEST Title: V i Ck ? re S-i d—t G. rnA cod WL 0 UA40--- C'ity Sec as Of°F° Cho a� 0 0;V OFFICIAL RECORD CITY SECRETARY STORMWATER FACILITY MAINTENANCE AGREEMENT FT.WORTH,TX Rev.05/14//2014 STATE OF TEXAS § COUNTY OF TARRANT § j`5 vS j . �, This instrument was acknowledged before me on TLt, I�qr I-b by Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. "...... LINDA M. HIRRLINGER Notary Public,state or Texas Notary Public, State of Texas FlIS(II Comm.Expires 02-02-2018 „��` Notary ID 12414474-6 91—ATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority on this 13 day of October, 2016, personally appeared G.ftcp(m �O u, o'1 f S Q of Walsh North Star Company, general partner of Walsh Ranches Limited Partnership, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act ofn Walsh Ranches Limited Partnership, and that he executed the same as its CtLSi&,VK and as the act of such limited partnership and for the purposes and consideration expressed in the foregoing instrum t. STAGY JANDRUCIW Notary Public,State of 7bxu Comm.Expires 03-26= o►�+ Notary ID 2493940 No ary Public, State of T x STATE OF TEXAS § COUNTY OF TARRANT § T is instrument was acknowledged before me on this�day of October, 2016 by, '1. fttcn(m LA ud 4 , authorized representative, acting on behalf of Quail Valley Community, Inc. EACEY JANDSM W ary Public,State of Termsmm•Explreso3.2ro Notary Public, State of Texas NOtuy ID 245394.0 STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev.05/14//2014 EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev.05/14//2014 Exhibit"A" I I SURVE4 I ZJ I•A&ST RACT Np JOFE H WATERLINE EASEMENT (PARCEL1) INSTR.N°. 520]201 O.P.020 R.T.C.T. I I 8 Q QUAIL VALLEY DEVCO I,LLC I I DOC.#201607571 r IO.P.R.P.C.T. N I I z 7> m$ Z 8 = I aD WALSH AVENUE I ; _ o I I I (PROPOSED) Hz HZ S 82°00'00"W 205.63' I POINT OF 1 1 ' COMMENCING 518'IRON ROD FOUND WI HUITT-ZOLLARscAP WALSH RANCHES LIMITED PARTNERSHIP A=22°41'55" VOLUME 1699,PAGE 1765 ' R=1053.00' D.R.P.O.T. CB=N 86°39'03"W \ \ CH=414.44' ' L=417.16' G \ \ yl WALSH RANCHES LIMITED PARTNERSHIP I o' LEGEND VOLUME 1699,PAGE 1765 1 tL7 D.R.P.C.T. x 5/8" IRON ROD SET WITH CAP n \ \ IRS O STAMPED"HUITT-ZOLLARS" m UNLESS NOTED OTHERWISE HZ • 5/8"IRON ROD FOUND WITH CAP \ STAMPED"HUITT-ZOLLARS" UNLESS NOTED OTHERWISE \ \ IRF 0 5/8"IRON ROD FOUND WITH CAP 5� D 5D I0� STAMPED"DUNAWAY ASSOC. LP" UNLESS NOTED OTHERWISE \ \ GRAPHIC SCALE IN FEET \ PLEASE REFER TO BAR SCALE. DRAWING MAY HAVE BEEN REDUCED OR ENLARGED. EXHIBIT MAP BASIS OF BEARING: rPhone STORM WATER FACILITY MAINTENANCE AGREEMENT Bearings are based on the Texas State Plane Huitt-Zollars,Inc. Dallas 1.794 ACRES Coordinate System,North Central Zone(4202) 1717 McKinney Avenue,Suite 1400 I.&G.N.R.R.SURVEY,ABSTRACT NO. 2004,& North American Datum 1983(2011). Dallas,Texas 75202-1236 HEIRS OF C.H.HIGBEE SURVEY,ABSTRACT N0.2740 (214)871-3311 Fax(214)871-0757 PARKER COUNTY, TEXAS DATE: August 9,2016 Pg. 1 of 5 Exhibit"A" __` � .R• SURVE4 � & G.N• R Np 2�� S 73°45'16"E N 22°00'00"E A85TRp'CT I z I 25.58',7\ 36.59' le. QUAIL VALLEY DEVCO I,LLC S 87°44'30"E c w I plz 48.00' IRF �Pq qVc I DOC.#201607571 Q O.P.R.P.C.T. Z J > N 75°09'02"E Rs °po j ��F z < 40.15'IRs Rs Rs oQ I N 59°30'10"E g6 o En 60.04' 8�0' o IRs 00"F A=7°18'05" a. N 22°52'25"E - ' 35564 R=1053.00' 14.35' Rs CB=S 71'39'03"E CH=134.10' N 38°26'58"W Rs �; ''STQRM.WATER FQ,CILITY L=134.19' 32.54' MAINTENANCE RF POINT OF 3 N 58°28'45"W Rs (ACikEEMENT :w BEGINNING 58.50' IRS ` `�,794AC:RE;Sj O Z 518"IRON ROD SET WI N79 0 HUITT-ZOLLARS"CAP I N 62°14'24"W 41'06"W IRs ay' 37.95' 109.63' N75°1136 7538, w IRs a S 03°05'29"E -- IRS 'L " IRS 71.66' SURVEY N67°37'02"W X633636 N67591 H BEE IRS 60.21' X400, w 104 w ' H• 1 G � ^p 5T IRS $67°26'19°W IRS HERB BS RACT Np• ZLSH`iRANCHESLIMITEDPARTNERSHIP IRs 5126105'31"W 88.58' Ac22°41'55" R=1053.00' I VOLUME 1699,PAGE 1765 N 68°57'30"W CB=N 86°39'03"W D.R.P.C.T. 34.28' CH=414.44' L=417.16' LEGEND } 5/8°IRON ROD SET WITH CAP L IRS Q STAMPED "HUITT-ZOLLARS" UNLESS NOTED OTHERWISE HZ 0 5/8"IRON ROD FOUND WITH CAP STAMPED"HUITT-ZOLLARS" UNLESS NOTED OTHERWISE IRF 0 5/8" IRON ROD FOUND WITH CAP I 50 0 SO 100 STAMPED"DUNAWAY ASSOC. LP" UNLESS NOTED OTHERWISE GRAPHIC SCALE IN FEET PLEASE REFER TO BAR SCALE. DRAWING MAY HAVE BEEN REDUCED OR ENLARGED. Fufff—ZOUN�s EXHIBIT MAP BASIS s BEARING: STORM WATER FACILITY MAINTENANCE AGREEMENT Bearings are based on the Texas State Plane 1.794 ACRES Coordinate System,North Central Zone(4202) Huitt-Zollars,Inc. Dallas I.&G.N.R.R.SURVEY 1717 McKinney Avenue,Suite 1400 ABSTRACT N0. 2004,& North American Datum 1983(2011). Dallas,Texas 75202-1236 HEIRS OF C.H.HIGBEE SURVEY,ABSTRACT NO.2740 Phone(214)871-3311 Fax(214)871-0757 PARKER COUNTY, TEXAS DATE: August 9,2016 Pg.2 of 5 Exhibit"A" WALSH RANCH - QUAIL VALLEY - OFFSITE EASEMENTS Storm Water Facility Maintenance Agreement BEING a tract of land in the International & Great Northern R.R. Co. Survey, Abstract No. 2004, and in the Heirs of C.H. Higbee Survey, Abstract No. 2740, Parker County, Texas, and being a portion of a tract of land as described in deed to Walsh Ranches Limited Partnership, a Texas Limited Partnership having a General Partner named Walsh North Star Company, a Texas corporation as recorded in Volume 1699, Page 1765 of the Deed Records of Parker County, Texas (D.R.P.C.T.), and being more particularly described as follows: COMMENCING at a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the southeast corner of Tract 1, a 217.70 acre tract of land as described in instrument to Quail Valley DEVCO I, LLC as recorded in Document No. 201607571, of the Official Public Records, Parker County, Texas, same being the intersection of the proposed south right of way line of Walsh Avenue (a variable width right of way) and the northwest corner of Lot 7X, as shown on the proposed plat of Walsh Ranch Parkway Right-of-Way and Lots 1X— 10X(unrecorded as of this date), THENCE, along the southerly line of Tract 1 the following courses: South 82 degrees 00 minutes 00 seconds West, a distance of 205.63 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" and being the beginning of a curve to the right having a central angle of 22 degrees 41 minutes 55 seconds, a radius of 1053.00 feet, subtended by a 414.44 foot chord which bears North 86 degrees 39 minutes 03 seconds West, Along said curve to the right an arc distance of 417.16 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" for the POINT OF BEGINNING; THENCE, departing the southerly line of Tract 1, South 03 degrees 05 minutes 29 seconds East, a distance of 71.66 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, South 87 degrees 26 minutes 19 seconds West, a distance of 88.58 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 67 degrees 59 minutes 20 seconds West, a distance of 104.57 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, South 22 degrees 05 minutes 31 seconds West, a distance of 51.61 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 68 degrees 57 minutes 30 seconds West, a distance of 34.28 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; Page 3 of 5 JASurvey\30306100-Walsh Ranch=-Quail Valley\PHASE 1A-Road&School\offsite esmts\wp\DRAIN ESMT-POND-1 (REV).docx Exhibit"A" THENCE, North 63 degrees 38 minutes 36 seconds West, a distance of 74.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 67 degrees 37 minutes 02 seconds West, a distance of 60.21 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 75 degrees 11 minutes 36 seconds West, a distance of 75.38 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 79 degrees 41 minutes 06 seconds West, a distance of 109.63 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 62 degrees 14 minutes 24 seconds West,a distance of 37.95 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 58 degrees 28 minutes 45 seconds West, a distance of 58.50 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 38 degrees 26 minutes 58 seconds West, a distance of 32.54 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 22 degrees 52 minutes 25 seconds East, a distance of 14.35 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 59 degrees 30 minutes 10 seconds East, a distance of 60.04 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 75 degrees 09 minutes 02 seconds East, a distance of 40.15 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, South 87 degrees 44 minutes 30 seconds East, a distance of 48.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, South 73 degrees 45 minutes 16 seconds East, a distance of 25.58 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 22 degrees 00 minutes 00 seconds East, a distance of 36.59 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" on the southerly line of Tract 1, same being the proposed south right of way line of Walsh Avenue; Page 4 of 5 JASurvey\30306100-Walsh Ranch\02-Quail Valley\PHASE 1A-Road&School\offsite esmts\wp\DRAIN ESMT-POND-1 (REV).docx EA-ibit THENCE, along the southerly line of Tract 1, same being the proposed south right of way line of Walsh Avenue, the following courses.- South ourses:South 68 degrees 00 minutes 00 seconds East, a distance of 355.64 feet to a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars", and being the beginning of a curve to the left having a central angle of 07 degrees 18 minutes 05 seconds, a radius of 1053.00 feet, subtended by a 134.10 foot chord which bears South 71 degrees 39 minutes 03 seconds East; Along said curve to the left an arc distance of 134.19 feet to the POINT OF BEGINNING and CONTAINING 1.794 Acres of land, more or less BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM 1983 (2011). For Huift-Zollars, Inc. Mitchell S. Pillar Registered Professional Land Surveyor OF Texas Registration No. 5491 A., js FF-I- Huitt-Zollars, Inc. Co.* * ° �N Firm Registration No. 10025600 MITCHELL SAGUN PILLAR 1717 McKinney Ave., Suite1400 `';�� 5491 Dallas, Texas 75202-1236 �'tid SU; vy� Tel. 214-871-3311 Certification Date: August 9, 2016 Page 5 of 5 J:\Survey\30306100-Walsh Ranch\02-Quail Valley\PHASE 1A-Road&School\offsite esmts\wp\DRAIN ESMT-POND-1 (REV)docx Exhibit"A" �].N• R D, 19 9 6 50 BARNETi GATHERING 40 O 1 AG'T PIPELINE EASEMENT 8 ST POINT OF R 1 (ExHISIT F) RpW A V2902.P.R.P.c.T.—P1589 oCOMMENCING ALEDO INDEPENDENT SCHOOL DISTRICT FILE No,D212068611 518'IRON ROD FOUND Wr DOG#201608667 POINT OF O.P.R.T.C.T. 'HUITT-ZOLLARS"CAP — t— O.P.R.P.C.T. BEGINNING _ ____— -- --"— IRs S 84"40'28 215.38' N 84°40'28"E 413.27' "W HZ sABA 3.73' F �6 If- STORM WATER FACILITY IRS a19 MAINTENANCE AGREEMENT (2.534 ACRES) S 17°48'03"W ay 43.73' WALSH RANCHES LIMITED PARTNERSHIP IRS VOLUME 1699,PAGE 1765 S 25°11'09"W D.R.P.C.T. Rs 26.69' IRS S 32°35'57"W 41.23' IRS S 55°22'50"W IRS IRS IRS 42.94' LEGEND N 72°44'15"W 24.65' IRS IRs S 65°14'22"W S 87°08'00"W Rs S 86°42'30"W 23.23' 5/8" IRON ROD SET WITH CAP 47.43' RS IRS 62.07' IRS Q STAMPED "HUITT-ZOLLARS" N 25°46'31"W 28.24' IRS S 13°02'38"W UNLESS NOTED OTHERWISE S 70°50'08"W 11165. 49.23' HZ • 5/8" IRON ROD FOUND WITH CAP 22.52' S60 kv IRS S 26°52'22"W STAMPED "HUITT-ZOLLARS" N 48°57'43"W 49.79' UNLESS NOTED OTHERWISE 41.31' IRF 0 5/8" IRON ROD FOUND WITH CAP 5D D 5D 1DD STAMPED"DUNAWAY ASSOC. LP" UNLESS NOTED OTHERWISE GRAPHIC SCALE IN FEET PLEASE REFER TO BAR SCALE. DRAWING MAY HAVE BEEN REDUCED OR ENLARGED. EXHIBIT MAP BASIS OF BEARING: FUU—A)UN6 STORM WATER FACILITY MAINTENANCE AGREEMENT Bearings are based on the Texas State Plane Huitt-Zollars,Inc. Dallas 2.534 ACRES Coordinate System,North Central Zone(4202) 1717 McKinney Avenue,suite 1400 I.&G.N.R.R.SURVEY,ABSTRACT NO. 1996 North American Datum 1983(2011). Dallas,Texas 75202-1236 PARKER COUNTY, TEXAS Phone(214)871-3311 Fax(214)871-0757 DATE: August 17,2016 Pg. 1 of 3 Exhibit"A" WALSH RANCH - QUAIL VALLEY- OFFSITE EASEMENTS Storm Water Facility Maintenance Agreement BEING a tract of land situated in the International & Great Northern R.R. Co. Survey, Abstract No. 1996, Parker County, Texas, and being a portion of a tract of land as described in deed to Walsh Ranches Limited Partnership, a Texas Limited Partnership having a General Partner named Walsh North Star Company, a Texas corporation as recorded in Volume 1699, Page 1765 of the Deed Records of Parker County, Texas (D.R.P.C.T.), and being more particularly described as follows: COMMENCING at a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the southeast corner of a 14.51 acre tract of land as described in instrument to Aledo Independent School District, as recorded in Document No. 201608667, Official Public Records Parker County, Texas (O.P.R.P.C.T.); THENCE, along the south line of said Aledo Independent School Tract, South 84 degrees 40 minute 28 seconds West, a distance of 215.38 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" for the POINT OF BEGINNING; THENCE, departing the south line of said Aledo Independent School Tract, over and across said Walsh Ranches Limited Partnership tract the following courses: South 48 degrees 41 minutes 46 seconds East, a distance of 162.19 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 17 degrees 48 minutes 03 seconds West, a distance of 43.73 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 25 degrees 11 minutes 09 seconds West, a distance of 26.69 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 32 degrees 35 minutes 57 seconds West, a distance of 41.23 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 55 degrees 22 minutes 50 seconds West, a distance of 42.94 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 65 degrees 14 minutes 22 seconds West, a distance of 23.23 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 86 degrees 42 minutes 30 seconds West, a distance of 62.07 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 13 degrees 02 minutes 38 seconds West, a distance of 49.23 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; Page 2 of 3 JASurvey\30306100-Wa1sh Ranch\02-Quail Valley\PHASE 1A-Road&School\offsite esmts\wp\DRAIN ESMT 7-(POND).docx Exhibit"A" South 26 degrees 52 minutes 22 seconds West, a distance of 49.79 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 65 degrees 50 minutes 27 seconds West, a distance of 85.81 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 48 degrees 57 minutes 43 seconds West, a distance of 41.31 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 70 degrees 50 minutes 08 seconds West, a distance of 22.52 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 25 degrees 46 minutes 31 seconds West, a distance of 28.24 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; South 87 degrees 08 minutes 00 seconds West, a distance of 47.43 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 72 degrees 44 minutes 15 seconds West, a distance of 24.65 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; North 29 degrees 22 minutes 02 seconds West, a distance of 245.63 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars"; THENCE, North 84 degrees 40 minutes 28 seconds East, passing at a distance of 3.73 feet, a 5/8 inch iron rod found with plastic cap stamped "Huitt-Zollars" at the most southerly corner of the aforementioned Aledo Independent School Tract, and continuing along said south line, in all a total distance of 413.27 feet to the POINT OF BEGINNING and CONTAINING 2.534 Acres of land, more or less. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM 1983 (2011). For Hu it- rs, Inc. OF TEk,p� *' ERC HOUDY 862.......f ESSP OQ Eric J. Yahoudy Registered Professional Land Surveyor 1717 McKinney Ave., Suite1400 Texas Registration No. 4862 Dallas, Texas 75202-1236 Huitt-Zollars, Inc. Tel. 214-871-3311 Firm Registration No. 10025600 Certification Date: August 17, 2016 Page 3 of 3 JASurvey\30306100-Walsh Ranch\02-Quail Valley\PHASE 1A-Road&School\offsite esmts\wp\DRAIN ESMT 7-(POND).docx EXHIBIT'B" 1 , '\�.• K /`\ " r TSM 0506-'MAG'NAIL SET 6.J'1 NORTH OF THE SOUTH EDGE OF z OLD WEATHERFORD ROAD,ANO APPROXIMATELY 425'WEST OF THE CENTER OF WALSH RANCH OLD WEATHERFORD ROAD CONNECTOR. \ / / ELEVATION;834.87' BENCHMARK Q2 TBM/508-'X'SCRIBED INCONCRETE SOMALIA,98'FIST AND HL •X PERPENDICUTAR TO THE FAST EDGE OF WALSH RANCH PARKWAY G (NORTHBOUND),AND APPROXIMATELY OF THE SOUTH EDGE OF OLD Z WEATHERFORD ROAD.BOUIEVARO . . XIELEVATION7' NORTH OF WASH �l -•7x 1.ALL DISTURBED AREA SHALL BE RE-STAMUZED WITH 6'OF TOPSOIL AND RE-VEGETATED PER CITY OF FORT WORTH SfANDAROS. 1 I 2.SEE SHEET 006.13 FOR POND CROSS SECITONS. 4'THICK CONCRETE RIP IUP WITH/3 8485 ON 18' ACCESS RAMP / \ `STORM UNE 81 / © 18'THICK RIP RAP SEE SEE SHEETS -"`_ SHEET 005.06 FOR CR4II477ON 006.02-CO6.05 REQUIREMENTS. < I \ _ DETENTION CALCULATION SUMMARY \\` \\/ _ \ 1 - ---� -, /^�•- � DESIGN OETENRON PEAK PCAK PEAK PEAK INFLOW OBCHARDE STORAGE ELEVA1bN 1*00'�� 5/EE DE7IL 1N/5 - - _ 6YR 19f.9 1]&ems 10 ew3 SHEE. (-moi •\ _ \� I •__ 1 l\.. `. _..I �\l\.• _ -\-- � OPYR ]O.0 LR.1 ].e 861.9 a I STAGESTORAGEOLSCH4RGE TABLE ELEVATION BTA@ ETONADE DBCHARGE Fn - OP 11I ll 16 REFER TO SHEET _ - _ \ C09.09 h SHEET C09.10 FOR OUTFALL _ 1 LINE TABLE / \\ STRUCTURE DESIGNS DETAIL '� y_ LINE BEARING LENGTH tE Lf I N68'00'OOW 17.60' S CURVE TABLE CURVEJ DELTA I RADIUS ICH BEARING CN DISTANCE LENGTH \ �I'' I LIR''•;4 G 0 15 30 BO IL 4n•°•/ .V' Y Ci 02X50'27' 150.00' NC79'S5'14'W 61.97' 6242' - \ DR41AAE WIDTH` 4 '`av^L• h W 8 - \\ DRAINAGE C2 018'08'26' 300.00' N82'46'15W 94.59' 94.98' \ FASEAIENf \\\\ _ SCALE 1'-30' N WARNING TOP OF EMBANKMENT 86200 THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT IDP OF LEAST 48 HOURS PRIOR TO EXCAVATION IN THIS AREA. i 3° \�,. _� ' �`T FUNRE ROADWAY BECKON FORT WORTH WATER DEPARTMENT (817)392-8296 Q J% <" loo YR WBE 857.00 /\� \/ / / / �1 MAX �ORWORTHELECTRIC/DELIVENSPORTATION AND RY (300) WORKS X800)344-8377 a //\\//\\//\\//\\/\/�/\\//\\/\\ ATMOS ENERGY (800)344-83J7 CAST IN PUCE SPILL // /\� /\// / � /�\ CHARTER RSCOMMUNIGTIONS (800)744-8377 \� STRUCTURE PER SHEET HEADWALL.TYPE FW-0 TEXAS ONE-CALL SYSTEM (Boo)344-8377 ,n ^J 9AR5 / STRUCTURE R C09.1 (800)245-4545 0 1 .. N UM \ C7 WSE-857.00 / PER SHEET 009.15 TEXAS EXCAVATION SAFETY SYSTEMS (800)344-837 y� SECTION C-C ' '\\ FG.851,B.7 RVV (80D)DIG-TESS I�TSi STD.CONCRETE FLUME DETAIL \/\ / CHANN�- NO. DESORPTION DATE BY N.TA \/,- /j FG-652. OJ2x V 4y6 FT/5 0 ISSUE FOR CONSTRUCRON 722 1 2-6k4 RCBC STORAGE VOCUMEAgE(f00-YR)�Z8 AC-FI 010114. 1 CFS 18'MIN.THICK p ON(foo-YR)-Ja.o CFS C-2.8 SEE SHEET C0.5.06 FOR ) WALSH RANCH-QUAIL VALLEY _ 0.SLOPE 0—(too-YR)-3321 CFS V�9.5 Fr/S CPADARON REO. W{ PHASE 1A BOTTOM OF POND-BW50 FORT VA)RTH,TEXAS 1YPIGL SECITON SECTION B-B DETENTION POND'B'PLAN 3 BARS LL SECTION D-D R MODIFIED CONCRETE FLUME DETAIL N.T.S. 2gvA ��H�Trp, 500WM7a SbM W900 1 PurIWWNT� ]810lQTL PNX.um aea6m r.40 99640id p DESIGNED:AML SCALE DATE SHEET ` q DRAWN: BRC 1'.30' 07/22/2018 CHECKED: KRC C06.11 �, lLlfzlr,� EXHIBIT"B" BENCHMARK 01 CJ TBM#506-'MAG'NAIL SET 6.3'NORTH OF THE SOUTH EDGE OF OLD WEATHERFORD ROAD,AND APPROXIMATELY 425'WEST OF THE w CENTER OF WALSH RANCH OLD WEATHERFORD ROAD CONNECTOR. ELEVATION:834.87' BENCHMARK#2 TBM#508-X'SCRIBED IN CONCRETE SIDEWALK,98'EAST AND r PERPENDICULARTO THE E45i EDGE OF WALSH RANCH PARKWAYC (NORMBOUND),AND APPROXIMATELY OF THE SOUTH EDGE OF OLD S WEATHERFORD ROAD.AND APPROXIMATELYNORM OF WALSH 834.58' 875 975 870 870 870 870 RANCH BOULEVARD.ELEVATION: x 870 870 865 865 865 865 Floo } WSE - - 857. 865 865 860 880 860 860 4 - 100YR WS - ¢2 rK 857.0' 860 860 955 855 853 855 5'YR WSE II _ isttt E ii '858.2' i 835.7' 855 855 850 850 850 850 I YR WSE IBM)- � _ I ___. C7A0 AI-A/ A7 - N B 850 es0 845 — 845 845 0 845 bb b b 845 845 840 I 840 840 84p m -1+00 -0+50 0+00 0+50 1+00 -1+00 -0+50 0+00 0+50 1+00 -0+50 0+00 0+50 1+00 y4�E•OF•Tf�ILI yyy �K`MBEgLY-R;•GOLFS C 875 875 0 20�� Ilii?. XY SCALE:1"a 40' ni ToTllon.0.2F-7e VERT.SCALE:I" W 5 0 A4-A4 _ WARNING w zd POA 9 -"- - — THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT 870 - - LEAST 4B HOURS PRIOR TO IXCAVATON IN THIS AREA. Yom' 870 FORT WORTH WATER DEPARTMENT (B 17)382-8298 < TRANSPORTATION AND PUBLIC WORKS (617)392-8100 y ONCOR ELECTRIC/DELIVERY (800)3448377 OT �S AT 05 ENERGY (800)344_-8377 U' L. AT@I/SBC (800)344-8377 2q_' 865 -- -- -- -- ----__ -- --' - - ---_I 865 CHARTER COMMUNICATIONS (800)344-8"7 a TEXAS ONE-CALL SYSTEM (800)245-4545 0 TEXAS EXCAVATION SAFETY SYSTEMS (800)344-837 (800)OIC-TESS 8 - REVIISIONS -- --- 00 WS NO. DESCRIPTIONDATE BY 860 Z oi' jI I 860 0 ISSUE FOR CONSTRUCRON107/22,1161 93, ..5'.YR BSE _ 3 — - - - -o". I - Z 855 WALSH RANCH-QUAIL VALLEY 9PHASE 1A � 55 WSE '�/ FORT NORTH,TEXAS DETENTION POND B aso aso CROSS SECTIONS 3'= - nb �R CvR�n'bn w bNd m �3 xL.n a�S RRNI R=81,�:� R .• U U U� I(vv�ff ovff uu11 �u{5 Nb x N j,^,j u�u�(�u(yK5 �u{5 i n B4$ 0 q II II O I I -II YI 14 F W A TYY7lp?420 WW� M _ u II u I I w L ,�� ,�6' eeEel� eeh!'-E'L'Ivl$'��4'f2� ��tEr�4'�'IL �,L u�L'IF �� ��L''.� au Fnm.amaumw F.lumausvn S -2+50 -2+00 -1+50 -1+00 -0+30 -0+00 0+50 1+00 1+50 2+00 2+50 J+00 DESIGNED: HO SCALE DATE SHEET CHECKED RC1"'200' 07/22/2016 1 C06.13 EXHIBR"8" BENCNMARK/1 ti 2," TBM X506-'MAG'NAIL SLT e.J'NO1iTH OF THE SOUM.00E OF00 ORD I APPROXIMATELY \\ � � --' -- _ -...__ - - - CENTER OF WALSH RRANCHA 0.WEATHERFORD R2OAD CONNECTOR•ELEVATION:111,87- _ BENCHMARK y2 AAGE E2 TBM/508 %'SCRIBED IN CONCRETE SIOEWAII(,98'EAST AND PERPENDICULAR TO THE EAST EDGE OF WALSH RANCH PARKWAY (NOR111BOUND).,A D APPROXIMATELY OF THE SOH-DrWFATHERFORQ AD.AND APPROXIMATELY 872' NORTH OF WALSH\ //''YMUBLE WIDTH PUNCH BOULEVARD.ELEVATION 834.58' Yr NOTE- ALL OTEALL DISTURBED AREA SHALL BE RE-SFABNZEO WITH IXI571NC NATURAL 6"OF TOPSOIL AND RE-VEGETATED PER CITY OF \ GAS PIPELINE - - _ -- FORT WORTH STANDARDS. SEE SHEET C06.14 FOR POND CROSS SECTIONS. TEMPORARY POND'OEI' THIS POND SHALL BE REMOVED UPON COMPLETION OF THE SCHOOL SITE ; 288 LF CONCRETE P1007" ILOT CHANNEL SEE' . - DETAIL ON SHEET oENn TEON CALCULATION SUMMARY SUMMA i \ - • 1 l,-i ^\ •�\ / .1N ____ 006.11__ - _ oB6IGN DETENTION PEAK PEAK PEAK ` PEAK NROW DISCHARGE S10RAW E1EVATON 1+0Q D+00 - - _ _ -_3 OD t.vR a2Y �S .Q- I , DUSTING CREDO \\ /`•._.-.•'^` -^_ \ r `-Q_ - / _- _ _ EJ too-vR se 4i FLAWLINE _ ana tas ACCESS^` STAGESTORAGE-0ISCHARGE TABLE ElF/ATON 6TAOE =RAGE DL9CIUROE I > CP9 / - -- ----- - i-2 I I _ ;t\REFER 70 NEE H CO9.fi d:SNEET - -^--_ COY.12 Ft)R OUTFALL STRUCTURE DESIGN DETAIL I E2 EMERGENCY SPILLWAY \ 0 CURVE TABLE \ \ \\ a° _ CURVE DELTA RADIUS CH BEARING CH DISTANCE LENCIH - \ 1 Al p C3066'0922" 20.00' N14'20'I8"E 21.83' 23.09' h' \ - _ 0 TS p1 \ ^`l / JO BO /rII R"'.•4KRaG..'."%\y t i C4 OA011S1" 100.00' N6955'53"E 36.83' 37.65' G C3 070'49'23'1100.00' NB331 J2 f 207A8' 207.78' t 11 -� is. \ _ __ __ - _ _ _ SCALE.1".30' rl�n n:v�U w PTot 8] N WARNING r THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT r LEAST 48 HOURS PRIOR TO EXCAVATION IN THIS AREA. ELEV.-895,9 10' FORT WORTH WATER DEPARTMENT (817)392-8298 4 TRANSPORTATION AND PUBLIC WORKS (817)392-8100AMEp J TOP OF ONCOR ELECTRIC/DELIVERY (800)144-6377 -897 MENTVii- ATMOS ENERGY (800)344-8377 CAST IN PUCE SPILL TO' - ATT /SBC (800)344-8377 STRUCTURE PER SHEET CHARTER COMMUNICATIONS C09.11 :1 MAX (800)344-8377 9 TEXAS ONE-CALL SYSTEM (800)245-4545 p 10'BERM TOP OF EMBANKMENT 897.00 ;:`�, \ TEXAS EXCAVATION SAFETY SYSTEMS (0800)344-837 C6 5 :,T\ HEAOWNI.TPE EW-0 C710N D D (0800)DIG-TESS L PER SHEET 009.13 WIN"3L'Q1— REVISIONS D�1 g :�.�k��:p:. G r R OUI:fB90.50N0. DESCRIPTION DATE BY W WSE-894.2 / 0 ISSUE FOR CONSTRUCITON 7216 2 FG-f89/.0 CNWNEL EMERGENCY SPILLWAY STORAGE IroI.uMEPX9,(1oa-rR)-5.2 Ac-Fr S-3.Ox /\ QQvX6(1(0100-0Y-RY)R1..CF5 1 1 Y- V. o98. ca 6.8 /a43 f OX--8153 2 CFS /\ a=o.oJo R BOTTOM WIDTH.50 R WALSH RANCH-QUAIL VALLEY BOTTOM OF POND-89200 \\ CREST ELEV.-895.3 SyT PHASE 1A 'RCP PIPE RIP RAP PAD FORTNORTH,TEXAS t;FIZr 5 CIS 18'MIN.THICK 10' 10' v 11 Fr/s WEAPO7RED 06 �t� FREEBQARo-0.7' DETENTION POND'OF1'PLAN TYPICAL-SECTION SECTION F-F k• D O.J' POND OF-I -1 R N EOO WM M Btr«L aMA aoo SECTION G-G M Waw`T""71TIo3'4TfD EM A .Nona m aasamD %HIV)Daa-D96DEI" DRAWN.EM ENO SCALE DATE SHEET / LCI CHECKED; NRC 1"-200' 07/22/2016 006.12 1L As EXHIBIT'B' BENCHMARK W1 Ci TBW#'508-'MAG'NAIL SET 8.3'NORTH OF THE SOUTH EDGE OF ? OLD WEATHERFORD ROAD.AND APPROXIMATELY 425'WEST OF THE 1 CENTER OF WALSH RANCH OLD WEATHERFORD ROW CONNECTOR. ELEVATION:834.87' BENC—K 02 TEM/508-'X'SCRIBED IN CONCRETE SIOEWA 98'FAST AND PERPENDICULAR TO THE EAST EDGE OF WALSH RANCH PARKWAY k (NORTHBOUND),AND APPROXIMATELY OF THE'C—EDGE OF 00 i WEATHERFORD ROW,AND APPROXIMATELY 072' NORTH OF WALSH RANCH BOULEVARO.ELEVATION:114.11' 910 910 910 910 905 9o5 905 - 905 I 900 I 900 900 900 100.YR _ _ too a I- -_ µ5E _ 3 R 891,8'. _ Ir 5 YR WSE _ 895 1.- --_.I _ I 895 895 891.8' 895 r rR wsE. 890 890 890 _ - __.... tt7 WSE a 890 S P 1 -T 885 - 885 885 —_ - _ 885 3 m" 8'Y-8u IR-ulI _U n SR-q-� .BILA v3 8 188 8r^ X88 8 R°' 1:"85881 p II U II V..II m ^ aaoEl��' sso 880 aao -1+00 -0+50 0+00 0+50 1+00 -0+50 0+00 0+50 1+00 E �E DP Fe+U UE_ t5 1 f ' 0 20_ - 4080 111q'ss:!ttN50°.'F�'AV 4A`�g7d�na^' ,ri 910 910 SCALE:1".40 q,m q.ol.w�".u>rv7n F- VERT.SCALE 1'.4' vj �y+ WARNING THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT - -3 LEAST 48 HOURS PRIOR TO EXCAVATION IN THIS AREA Z g 905 - —--' _-- FORT WORTH WATER DEPARTMENT (817)382-8296 S +1 yr_ 905 TRANBPGRTATION AND PUBUC WORKS (817)382-8100 0a, l ONCOR ELECTRIC/DELIVERY (800)344-8377 ' — ATMOS ENERGY (800)314-8377 r? AT&T/SBC (800)344-8377 4i CHARTER COMMUNICATIONS CISCO)344-8377 9001 - _I TIXAS ONE-CALL SYSTEM (800)245-4545 5 900 TEXAS EXCAVATION SAFETY SYSTEMS (800)344-837 $� .. 1 _. (800)DIG-TESS 89141' g TOO Y ,WgE. r. _ I.. T - .- REVISIONS B N0. DESCRIPTION DATE BY yA 895 - - -- - 8 1, _ 0 ISSUE FOR CONSTRUCOON 722/1C 895 3 <� WALSHRANCH-QUAIL VALLEY ego eso PHASE 1A ' FORTWORTH,TEXAS y DETENTION POND OF-1 3 ---- - CROSS SECTIONS 885 _ 33 W � p�,� ptp �% 41 q� W q� qN ryi qq a I � -17� II Y-I II IN I�0 1.11 II II,� �I II II-�� IT Y Y�R - nW1N(�S�Y.r�000= Qpj saD �'BBBBBBBIBB''RBBB'BB'BBBBBBBBBBBi88!BBBBBBBBB�� �k1881� 880 DESIGNED: XD SCALE DATE SHEET -2+30 j -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 CHECKED; KBUC RC 200' 07/22/2018 C06.14 40� Exhibit"C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev.05/14//2014 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation Remove grass cli in s Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip- Ra STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev.05/14//2014 Condition of filtrations stem Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev.05/14//2014 FORT WORTH �tAk�L,°dam INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN Stormag ater ment Facility Name: Facility Agreement Number: Basin/Pond Number: Inspected By: Date: Type of Inspection:Annual ,Quarterly Monthly ,Routine_,or Storm Event ,(#days since event ) Basin Conditions: 1. Is there standing water or wet spots? Yes_No—Comments 2. Does sides or bottom show signs of erosion,settling,cracking,etc? Yes—No_Comments 3. Does dam or emergency spillway show signs of erosion,settling, cracking,or other problems? Yes_No Comments 4. Is there evidence of animal burrowing in dam? Yes_No_Comments 5. Is there evidence of changes in shape or volume of basin? Yes—No_Comments 6. Do vegetated areas need mowing? Yes_No—Comments 7. Are there trees or woody growth in dam? Yes_No^Comments 8. Are there areas that need to be re-vegetated? Yes_No_Comments 9. Is there any accumulation of silt,trash,debris or litter in the basin? Yes_No_Comments 10.Are there any other basin maintenance activities needed? Yes_No_Comments Structural Components: 1. Are pipes,channels,trash racks,etc.free of obstructions? Yes_No_Comments 2. Are pipes,spillway or trash racks in need of repair? Yes_No_Comments 3. Is the low flow or trickle channel in need of repair? Yes_No^Comments 4. Is the outfall channel in need of repair? Yes_No^Comments 5. Are there any other structural maintenance activities needed? Yes_No_Comments Plan for correcting deficiencies: Signature: Owner's Representative Date: Form CFW-6 CFW-SEPTEMBER 2015 Appendix A A-17 EXHISITW STANDARD NOTES: 7" \7- utl° T.I- 4-A-05-O" anewSVwtlul,11 vlmle 7LINE A R-200.00' 4-1 MATC 7�. d.h,111. .1d.11hB-1.-1, A. l I.I, IN -- —.th.I-d dh-- T­ R-100,00' CH-83.45' -_--- I % - --- ., I. , —. .1 Th. `1SITE C�N 06'19'38-W L- .07' `6 LOCATION CH - ,- 1, ne I.—cableI dh-­N.....y W­IIA P.—M 1.fl,v WIT,.1,cvavw rh vy ,lo; r���g2Q�P oa��o°�o��°°��„o;^� ��o�roaao�m�lar�:�o�ed,gaaea"a°)r �,�o°�o"q.,°bbvwna,mantlwmn,na .,I. pWd Fl.CWI .......Id", nw mvw 0 1­11ld—1­ Th. TIA'.... 111.11-9 1-1 1111 S11.D-Ig,Shh,, 1. nM1aa.vrar,nt,av VICINITY MAP mwm I.,II,dhI11A9.­vm ThI C,.f k�`I-- -I Th.C­f FIT W.db wul nq,II III I., b.4d,P—I IIH W—Id W.,hA I,II -d.11 IN TIITI ........ l-,IT.CltV.f FIT W­ .AA-T p—0 I—RIg th,men,bnanwwq by ntl b.1141N. ll,d-I......... velewnl to bels aevvot aM vmepm ff,==.1 lh II 3d.lk-hy W 11W D—III ph b. h PI I p­ W • IIlIl ll I I--II ft&hh, '2156' PM IdId IA W—t—W mea MnOvW..., orb 11, 4.3 ,5 JAI 2. R•1018.0 C 'A 2a-W 1. p.bl c V hh... P. L=59.00' R-988.M" CB.N.1 V56"W QUIL—TRACTS LI-01 LTI :79” �-4 2�- OteO>S2, R=611 CB- 09'49'0]'E C H-46.92, L-AB.. LAND USE TABLE R•I 10,11 A,. NET ACREAGE 14.51 A, C�N 44'36'40"10OE' CH-I 50.01, L-165.Or ..I p.. (A—­ 0 Ac P� 0IIISP—W(Ill bel) 0 Cohn—rcial L.16 A1.0(Ach-PI) 01 CIT,T-1.1 Lll.(N­b.l) HunIc Park(Acreage) BAc. I.hIll-k Ilt,(N-1) N 87'36'03"E 1340" —;—,- wtlal Lala rA__ REEK 160 1, r.-AI-). I —P-0--N—T-0 F NIA-SH FINAL PIAT CC, WA m COMMENCING LSH RANCH ­1. A I——h,ll—N—W,4—WE TwwQUAIL VALLEY d.. 17'.aw,w mo o.PX LOT 1,BLOCK AK,&WALSH AVENUE ROW mew.—I..-A a-.1-Il C 24,62A RES AN ADDITION TO THE CITY OF FORT WORTH, AZz P.:d,,. PARKER COUNTY,TEXAS LL 4.Ah Ip- d e.l.1th pw- 1-0.6 MTMATED INTHE HEIRS OF C.H.HIGBEE SURVEY ABSTRACT NO.2740 : .&G.N.R.R.SURVEY ABSTRACT NO.2004 q &G.N.R.R.SURVEY ABSTRACT NO.1996 LEGEND QUAIL VALLE;6EVCO 1,LLC PA,NT T14`�1" W P =.11111.1 P11- Ply tj.9rt -yam, MIA �S ia„ davien.mv OCTOBER 2016 SHEET I OF 3 FINI—CASLNUIBER F-190PREUMIIARY11AT P11-1) PROJE—UMER R0o0061.02 allISIT'A" "^'- ��`'\ I .u.-4,-_ CB•580=25'OB"E t��1�t I�m\�(i 1 / CH-M.42 r}c`Sc�V1tU�`-'- Z L•780.62' DUAL VALLEYOEvcD 1,LLC *0 J 2 DOCp3Ot0Bi5it U iA\yU 11J UI PRP.C.T. �QS511 _ a1 T°.oui N.7-09-34"W '- u 106.00'6.0B, -- VVAI SF/ p=51'3040' Q a PARTNERSHIP R-447.00' IaH �.. SITE .. w RANCHES LMT€DPARTNERB \NSF cB=s ae•3o'o4"E VOLUME 16BB.PACE tiff: LOCATION " o.R.P.c.T. enxxaS.- CH•1260.ST t. R•tz+i.v.' \ L•1304.20' VICINITY MAP H - m �J (145`1©A C1 R ES) ADEpo NDEPEupi Sen0oL DNCT vow.cR-=Hs,waxa�e.iRaaeei- -ax I1 "„^ S4621.66,'W 1 -S7OIY DOcp x6t4.fioei m •L p•49.3356 -S 77' DPRPDT C ( pita E / CH=660.16' / R=180.00 L•673A4' / CB•538'2310 W ' C L•15us.rz5.7' p.52'49'OT' 7$ u R 218,00' WALSH RANCHES LIM TCO PARTNERSHIP CB•S ZT45.31SM VOLUME PAOE ti.6 1 CH=189.48' \ oRPcr. ' N 61'01'12^H, - 547.86' LE CENO 34' R-273.0 CB 501 I I cH•1,er ,. I I �` �., � v L•1.eT LU p=47'18'24" I I I z Re9]3.00 J CB-Al BB-208 CH•803 0.85' 303.00 L 8 Y DUAI DM Lc LA115E TABLE. Y LAWQ n // v l Z Grwe 51 A ( pv134 2 Ac. c / cnv.w Omit 0 PR C.T // r't � (7 IM RBM1tof WUY lAcreoOe. 10t1Ac AGE: 1451 Ae SH pV ENUE___ _ ___ �/� _ ���. 00° g nsPP�Lm.Ame tA«ee0e1 oAc Pmaao�P 6pom Lom lN'rmcPrl u "/ •" ° D L \' le 0m-IP.L°I.Aree OAc C.mm.rc.L°h(Numh 0 p I -` C �❑ p•30'00'00" '{K' ti I ooa PUEIC Paro(Ach.6e(_(AcreeB.): OAc. PUBIC P.I4lale(N-I) 0 SNP -� 0y. 00 Q� R=847OO iA1 �CC .0 rs.v wnu ,rmi,w,rt IIF3 CB-S 83'0000'E G Groes NOlNheltlantlel Loh(Acrxp4j 1431 Ac NPnNtultlm(Id Lon(NumbaO 1 55.P4. u..n. CH=490.20 r T Groev R.eltl.ntlel LeleA CH-4985' eE, -I- j (ci.vpP): BA<. Rwltlentld L.h Mum6w/ 0 § I CB•SBB'2018"W,'"--�J \=H'a r'.� " - I N13'33'OS' P•453.00 FINAL PLAT u=.,u uuw.- 35 NB2°OOOO E _ C0.89530'E WALSH RANCH � GH•68591' � h'6 \' E $ R-1553.00' 195�OiE-CO yP �� 219 1 - -. CH-10 L-107,14' 07.1 BB I D.LLcI''I 6.iD D],4 QUAIL VALLEY <' 1 p•za•so4s^ Bo s4 \ _ WALSH AVENUEon � POINTOF LOT 1,BLOCK AK,&WALSH AVENUE ROW A� 'HB < 6618CT7 - BEGINNING ms _ 5 _ -"----- -- -- y 24.62 ACRES L=67349 I ur..c 802°0000=W AN ADDITION TO TH E CITY O F FO RT WO RTH, -11RANII .. cEARi05ER5HIP R8063.300 _S�p.a�sTod'W N012.50'4•E \R�iosioo4- °B�N42aso15"' _� ��' A-43-22'4\1'L. :•,. PARKER COUNTY,TEXAS V 911.IN THE t tHEIRS OF C.H.HIGBEE SURVEY ABSTRACT NO.2740 I.&G.N.R.R.SURVEY ABSTRACT NO.2004 ry CH•tez09' -,, � I.&G.N.R.R.SURVEY ABSTRACT NO.1996 4¢ ��° a[`1�° OC tIJ�/ CB N723516 R=1040.50' CB•S B7'5812'W L=160.45 Ism 1CB•N7083034'W w I 2)L�� L 168.6]5 CB=N 81'36'04" CH-21].82' CH•B3,0T _ G��c LH•162.]B' L•218.21' SNR NC HESUMITEDPARTNERSHIP 1. QUAIL VALLEY DEVCO I,LLC rc Lna� L162.55' ` VOLUME16 PAGE-5 R-193.,04` All-11,ALLAS­11.1N p•24'06'05' .� R•163.00 n,l xvx.4 { r,D�^ �Qp C. R•200.00' CB•N o0=14'42"W S tt`lO0 \ CH•83.06 CH•8J.d5' 8 Ifi�j��� � L•840]' L.83.]1 ����� M TCHLIN OCTOBER 2016 z^ u SHEET 2OF3 FINAL PLAT CASE NUMBER.FP-t&O10(PNELIMINARY PIAT.PP-1-11 PROJECT NUMBER:R30]061.c3 E(HIBIT'A' OWAERA ERTIPICATE THENCE,NOM BB awrx.IS,­.I OB aI]56.Balmtmo 510rwh mnrod wr ORE,KNOW ALL MEN BY THESE PRE6ENT6. PANK ,;wp•mmma'Hum aPa11%1,bmn u e nnn dle NOW,THEREFORE KNOW ntt MEN BYTHE6E PREBEMs. uOUNTTO ER cubwle-hl-I.S.Bt lwtcnvra­11 4.1-WutnIl ISlbs ep4w x6tlmiaum IS AUU.m naTnnv Wmt Quell VON,Oww I,LLC pl1hp harm hY vntl thmuOh IMNlIEm)ealy.atwrtl•d m I(Q mw hereby TNAt.I,Erb J.V•nomy dO wrebyunrty uatthl.pmt Meprewmalrvmenactualom swum.urvey olu• vALLEYCEVC0I,LLCmth•cone.Olatmclatmna eAuobalnlm H•na of c.H.Ngme o a n v mw •• um IvlmalOnauhe lh•herem abw•dnpmed pbp.hY a¢WALSH RANCH QUAIL VALLEY,LOT 1. lana end lhvl uvcprnvr Rrunumn4 ahonn lharwn oars prop•rM Pbwtl untl•r rrry D,UI up....."h 11E I'll NOnhvrn 0.R.CO.Sunvr,`Awb.mcn NO.-1,aw lhv BLOCK AK SWALSH AVENUE RMA,Adman b u•CN of F.WbM,NHNI C NN,T•vw,antl doe• acOrmnwvAM1thv vumxmn rpummm of the Wry of Fon WbM,T-I, u pmvtrc up Oa mmo tl•xhbetl amdr unN.Tmv.,a•e bvmp° apmolr prwamnmahw.•NvrpR °pu lb uu lOrw•r, ALS, rrenmal.vvv.entl athv puhhc P uAliVAU-CEvco%Q.C.as mOam•em CO.. 1•m.•mmn y as.ls rptamra Mnn mare PRELIMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND �e,7l awm•Qnmkl abbe R•mm.m Pa a°•rC-S.T.xa.cG.P.a P.e*].uw mmp mem paneDmnv xth7 peeBs-Wh sea e.ve.c� rw•d¢aBl .PW.Ppwtmau pINSIO•.comm..mm¢ we IONw , HN,­ , °nm SHALL NOT BE USED VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT p ev THENCE,abwawneb uv nprN on aro 4­N1 44 mby NE­US.Itumn rm.vt wu Nvcop0, n IFmwbnh SM. a:q guu ionNn OeBxPrO ExdxO•t.vd roan rran mamvae,„Nc,v•mmpee'Buunwnv nsson Lratm.n•rNvea ammo.Hamaolmra. r •.conal t.ne san.ror Wako Ranch PmevnYmvemble Tm u Nehblvnt'-Foxy l�oa�Wels�Cue B..WvrO.e¢ehe xtan thv lm.l pmt of THENCe,sooty 48 dv0 weOO mnutaa x0 v.cvweWwL aaumrevOl xi.Bo root.v61a m4M1 non rva ut V4 TNFEO1I.hd,lI1.lhe m man punto Palm nr.vnm Cryof Fon wdM,Po 1 county,T•va.,ea rvwravd a cebmm uFill-ep­­d El-.1- mine th°b°OmBrnpvlynammn0mtwn•mtm nemd0rmea Y .ISS, wm N%%,Pap•%%%al th•Pmt Rvwbv al Pvr r county,1-IPR,P.C.T.), coral anon Oiaedapreav]]mInum.50.vwnd.,arrow¢a11tlO.pOle•t.mbmnam IA o ISO.60 mm chore m e•Weat BV �ATNtt OF E.TEXAS THENCE,oboe lw ne=mMTER olvnYlrn•dumwwnboum V2laB panto P•nvmY the lolbw.p vxH NCEar.sourh3.11h a°x]mmumatOmorn QUAIL VALLEY OEvc01,LLC. DALLAS wurup THENCE,Bbn2mm cone m AI rlgm on abe®mme of t56.731eat by 5tl rnm rmn roe utwu pmwc wD COU 1.Ill hl.1 B2 3 eve ve.45 mm-.]4 uwhe.Wv.t i30O1eet.aubmnaw by tuB.4e loot rnore4 lznObmra6outn •Tmv.ilmme 4vbrbN wmp.ny ..rm•m,tm unmr.gnee authorM.a Nomry Puma rnvntllor u•smb vlTma.,Onur.myparmn.Py vrgplav105 tl°erv°¢5 Aminu�5.vwnad.aurvai s°pi•1��n.Oe�tlwl�wbmne°J by.RlSonploa�M1vltlh 9y. qPn Ovq,LLe.eTevvvYmnva lubPM wmpeny,n° par ErcJ rmbbv th•permn Worm n°h•x.ubx,mvamu.l°r.pmnp rnewm.nt M¢F mom NOM 44 p e]5 mmuma4O mwne¢Eov[ Men end vicenvWeO•ebm•rNvt by.stoma uu pvmet0r nor purpoa•vna wmltivremnv unreln e.pr•mm HAT., umzo�r:vn.m Vw len.n ormiemnu vl tee.]a m•tma.vnmm worm mtwm pWaha wp By R.pubh.Pl.1,R0..1.tre..•T°walrmma D•nmranip.rm Mnnp•r a,aemmla.m,as.ly r••tmavamrn wl me maw v,nhmpammD•a Grmala.mr n.m ana .1.1- _w ICS, O NFWnv n590Giwltvn THENce.NOM 00 mpme•]e mnumesp Down.Wba(atlmbnce Ol OO.OB 1ealbo Ltl mch vvnrm eat By RES,ULC,aTvava llmmtllmbelry wmpunY,aGereml Pvrtwr u Dbme cap emmp•a'Hum2almrx`,em bmp thv bvpinnmp OI v nomnn6entcunv.the bh hurp a Publm In vna ror Vm Snb 01 T0ava nbal v1pleSol Ox dOl..3]mmumv]4Al.-a 0.m271.COlwt nubmnam bye La)rootdwrtl ouNnwn essoairtlaa ammo m•apmnrnt%aemaa eevm rnoninwllpe em aih Mrcn baa.aamv pme Be mmam.4..w•a.MmM, er Npnn Mlae mora Nannw pr•.4e coma..mmwle.eauzoB m.anml v Benwm am THENC,pbnp mawrvem tm NO.1 vrc dldmlm.11.111. IF A SO men hen W x•0,pbme wp JaeawaBnat cncE° Mr eumnm4ral E.vn•.an .comm H•msnmlo'. ,mu nn nwalne+e°rma oi.m EN1Esavm84apr°va41mwn.xe wa••e.waa(amamaa••I Bza.rz lammasr6 rwnrmhrpa as ATATEO TEXAS bore NOM.pruea,amrnumu0 meron d.MMmtlatB iwt mhmlmd hyo 14020 mm cmla Mmh vnu FU_c.p emmped Hum2almrm, E.U-OF CALLAS ucE,NaM of h� .BlmIUm¢lA.I.-Wmaa0.1..Ol sn7.Be lwtmasb rren BOn mtl cot ma th.a d•Ohmw ,,,.AN.,Pmmrh ana roltm smm OT..e.,p h1­1 unhm roe roam MM1. III,•e x�Epm. aw.mm e'HamzOl r. er: J-Rh wapmha Wnm m he th.wrwl Mem rel,•r.pdwnma m tm raraparp.mems. tle(w Wnme•b,150]Oromamrtl THENCE.NOnh BE deervv.SI muuma3h,°.a•VA.t a dlab.....671 mm ma SO,N,h Banma ut antl Oc4nvHvdpvtlmmo that A.•Iw uv aom.iar Nv pmPoev ontlmrea•mtmnvin•rern wprvaava. Mlch mora NOMI Bra•.40 mrnuma 30 wmw.wu.t. -Dbate wp abmpvd'Hu 1111, em 011°1.1dvr thy hand antlwvl al vnrw Nu 10 Abp¢vbcurvemt,leneh.r.1th 11eal 51 F-II Op-hon lvtlRuth,h.-.1 Ommpm EUCEUNOM 07tlpr•Eu mlE11.I4.•aOn th.thl ITIOhl••1 tO0.00 by U..Sla rr Ohl hrvtlwt V .1_NHI OUNAAnv Assoa.LP-mmawDN aam•rmPw.m°pm spew Lat 7x..8 eharlmemanmlpmt n¢ t-.1,emmwa'Humrz-11HO 0 n.m be h•mwm ma00041 twrve by 77Smmvrpa mw,mh Rmm Par r. Mm aiMapmvepma¢ze..name sB mmle.,p raamami]ssppmeL ammlmepr.np.4vNOT Name Paelemmamr Ne smr.mr THENCE.d.pp.mlpua m1M rwmmm¢ouu0ountlw•mM1 Rvnch P•many,entl vbnp I.v ,N,bne mem chm•n Wuu OOaepraas 21 mmum.OB vewnm Fnq MG .cold P,va Ov A—LO ihemib B rw• THExcEe npm..a wnem Vr•rrpmal.m emm�a.Onee.&'mmmavemm has rm.mvlN pmam a.D Y mm's Eaml°a On: Yary",vId hvrp N•bpmhma IA rw.,w puny mNe bR Fume v wnmel vpb m61 11,•mWOcv pl ISOBI Iwtm°file rwh hm rm IOune Iwt¢ubbntiva by°,xeO.571wtchortl Mrcn e•vry nnn mpammme RUNAWAY A6BOC.LP, 9vutntl ]O mnm••B4 wvonee Eva( deprwv 04mmuma Bs enwhtl¢-.,hd1H.h In$1.541wtm x S�Brrenhon rm mune.h Ot,111d AS TMExCE vlvzoticun°mu.l•n an amambnm otfOW,xa rwtm v5la mcF mnrm ulnith pmmemp BY pmvaecuebWnnpwar ,� pSurr In M1wrnpv 1pb°]Sepv0 . Wf.o 1vetmbr a IO04wt p Pvm`,vnea weeornpm NEaevbt•pmpaivrwvru Curvo.Na npn.lnurn0awamiaply°14] AL ECO INDEPENDENT SCHOOL DISTRICT mahlne OmmOn a,tl LI 'L O,.B]Imtbo5l0 mcn uonrm bund oathmp.mmp•tlme BN,,, •v ¢oma W III,tht vn arc diW OI O]E 1•m 6'tl lncM1 nvn ratl ul wu pwp BY [auennd botcmrtl rulnpm al . pm'HumNZn• Abd.lntlepvhOShIR1.t O 1Raprvuhb ya WAS boors NOnnmevpmv.Pmnw.atumnm wb.t M'h THENCE,South Ne d.11-BIT­to 00 vwontla 94 Amemnw ht 356.11 h,lH m v 511 mch don rea ut IIIu 1a61e cep Wmpm'Hum-NIA',,ana corns Nv bvpumnpalvcurveml NIh,, R, nnaleh06 p nL.1 aaunam.LFH namammnu Ntl4.07 mol mee[raubnntllhy I Mt1.1 bIldccMtlmpvd duo aBB ES III—OO mm .uama vl&17.W1°vl,whmnav1 pya4B0.]01°ot°mNvhen pwm ATEOFTE%AS E2 Bo e1pl• n ,F nS0m BO e°mntiv Eo.( COUNTY OF OALLAs ben.conn Oo av0r•e.t<mmum•ar�na vVlmtB'.B0 •a I.B.p 8 1HExce,eI.NB dam cunvmu.Ivn aavmammnm al4Bse51°atmv vsmcn hon ma wtwm vmmcwp euntivrvipnva ewnvnry,aN°Ary PuWcrn em ml Ne smm°t i•.av,On mm day p.m°reGy atom vd HumZOlmb'. DU ASEE.U1,Avn eb eronnw oltl].Tllutme5lemm wh.1 mune wu h.l All vl NCE.­182 d•Pwa1 mbl--.-uwntla Eem,vdhS­,f.10_TA.Ill metSO PIhAbl.ehh,.1.ut vOBwWa emmrm tmtmavwmd the mm a'mep pw e DU­ m1111,1.ewm.atrvtlruoo11f 27.O01a•t�uWnmd MveJ.e7lwtamre MmM1 Wmpnvd'NumZam,o`On lhevnataM pne of core tot i%.vntl mupthe bapinmp ole antl commervWnalwrern•wre¢eaa. mare nM10 0 ¢]B minub4u aewnd¢ltbet. rv.b eqR M1wlnpo wnhvl mpleWf]aeprdHh.. ub.Bs•econm,'.A a149A0 varry Allh. mtlhnya tON.u0lom cmrO Men bwm6ouu p08apre..]5 mnuma 3o v.avnda mat lrvm Onvn unmr my nen.entl wvl olaNce.IN. SO -avy td. u•p Fan erc tlumnmvtee.,5 mvtmv Ytl inch nvn roe rounawN e w0N-01WAV ASWC AY ASSOc.I'oro nen Ne by mmp al vlw•n•cunemt Ey 110.190steno.enols an Non ESS..whOlPwvm Open Spvn Lm 7%boom.Nvnn 00 mOr••v°4a nvnub Oa wwnea mv¢Nonhw SC mnume 05 wwMesvrmiu•m45C.00 met nubmnavd Ey 110.19 lDptcmm Mmh Evet�a tlr.mncv vl8.80100( ryPu,h end lar the Ecom al TA, � Al W eHNNCE,oboe cob wnv m Bm khan ora smm It tOT.t4 m•t.the MINT OF BEOINNINO end Snlla b1�Nrru•POIN OP Be01NN41O vU9 ht,11l Ad ,,N,pbmc eve CERTAIN— wrw.1lam.mor•ve be.. MY GOmmaal°.,,.A.1 z vmmp°a Hum R5 vmrry Imo v1 wnam open spore X 111111 McOaana6m Ohtll" mwr11111 m14evt.arnp Wnc aap ommpm'Hum-Iollvm^,ane berg FINAL PLAT � mralmpmal,;epm.¢5xmnama34mmnm..raemeal WALSH RANCH nem M a z9.e31oomwm M¢N mar.Wath e]mpmev sa mvumv t3 avcomo Wm[ THENCE,AWN9 t4,1Dn•mNv'Ohl w.beamhwe121tl311a I11.rwhh.1.1-wupb.mwp QUAIL VALLEY H@ICE`11"11]dvervea11 mmutw24 Al­11,1 mmncv 1111111111 A I 111hhon rm eel mpeat•wpWwm'Ham IWand.9S h,bpllnrp.11wrwhm N.mm.INIt NN.Iga LOT 1,BLOCK AK,&WALSH AVENUE ROW �® mpmmw mer•.1O.Shxm.-h-Im,al0artl.m,B4psBl.at.amelem brl,Bz.pe scat 24.62 ACRES ora( a� cnorennen bwr.Nano el a•er11•BB mnw.B4.em1. AN ADDITION TO THE CITU OF FORT WORTH, THENCEabn_zovaem.mthlpnl•l�b�.mnmm,61551.1tma61tlmmmnrDaa Npm.wmp PARKER COUNTY,TEXAS 1 .-d PARKER am BITUATBDwTHE 14 THexcE.Op UO apr.•.4Bmmam.z7 mamm weNiha.w•mu httmave man I.m,t FORT__ WORTH HEIRS OF C.H.HIGBEE SURVEY ABSTRACT NO.2740 M1vtamecvp Wye e`HT0hh mW,awmmat a ld Nhrpma00hIAL b,ry tA.rmS4EN.,° �+I`r` I.&G.N.R.R.SURVEY ABSTRACT N0.2004 q cwrd °ebea°N.H1n a 3S 10 lease;snaBl Lmbmna•tl bvel 46 mat ry C111111ION I.&G.N.R.R.SURVEY ABSTRACT NO'1996 ENCO.ebnp••MCDrvecorm pot en vrc ammnc10.161.p]I•vtma5la roto hvnrw•e[wth emote cop CIttC OF FOR WORM. TOMB a mpv Hum3OINr6': x , a reBrx `"'pM ^S1 QUAIL VALLEY DEVCO 1,LLC wol D m PmtA p, e4btNORTxcsuiw,LS%PAFsswey ., emreem.BALUR.TExAB,dxx1 PHox6.mor m ll zDx.zm yg OREEMENT6wNED ANCEL.I.BOOK x015,PAOE ITS, r +'1'WNr*rvnvnu.,p.�v HET-TA rp,m �w PARKER COUNTY COMMI66IONEgs COURT SIGNATURE ARE NOT REOUIREO, m•{xt41 ex1�deli Fu Ixt4l e7wxS7 OCTDDER 1016 SHEET 3 OF 3 FINAL PLAT CASE NUMBER:­1­1(PRELIMINARYPLAT:PP.1I 1 PROJECTNUOSER:R]0]OaT03 STANDARD NOTES: r mdwn u°.1.1antl 'EM".. III IN-A, ThA1 Th. L. Il,-11-A 1.\711BIA.1 IF 1-.1. 01 P,-d I, P.11,(M- MATCHLINE A A-35-2659- CB-N Oa'3T41-W- T-, B. A-1. -111.A .11..9)1- R•200.00 Il�-d-AlIl-111�9-.111.1 SITE 7=10000` CH-8146 ----- -- °mo ....... a. as CBN 06,19138.w L-I Or �P7 LOCATION 0 - 1.'R`�"�', B""Id�,. .H 60.94 1`.11 1.1-I.NA A. P. I mxepwar 11--g-don marm I-IPI-M I.M.FPawomcry C.d, III P...,I,an --d wIN,N. b.-,'=Wa-x ma HM.CIA III A. 1. ,paPo aeat ...... ....................... =�BIPI=1.11�1.1111-11*1111 lbtl 7 1 1 BU.E-,S,�M, .2 VICIN"MAP .111.--bur If Ih. 1. C.-AA....na F.m nme mlmna Pmnm `- y i Il nplmnepOnaNa mr Ne maimanmm. �y��l�� \ � r oi�ooa walra,aPnaro,aPaml�oa al.aw acl^mFonwann.ndl dal be naw nepon°wm m, l� ananbo waaae lmaar colla mw QUAIL tv INEO 1,LLC d., epee -PPll.bW­-- III-Id 1-11 11.1l.d(I.P-1.0.... P-9 OOCT�RACT 2 E,,--A.npnldanm B.lvrm 1. 20160 lm lm ..I..,-tF W.- 7511 -1-9 0 PR P C T -A- Tia A obxobrahNbuXon yamm.ono lraobnenl lidet.LA. ea -1 I-k == ld C11,.1 IhA AIL M WIE1.El I, roe p,-I. R, B I, Z P. I E. 1-11 ld-W- .1 NI. TI 7 A "TE" SX" 2 I,, U-:=- -A IL,e I..hl.11 1=711"'I.1 .1b, R-1013.w 1.9, wea b. tl mpWbc avon.mmaammeni.... --IT RA.C.B.LIMILLE)1A.-HIP -UME-9,PACE 1785 CH-59.79 D,IPCT R-088.00' CB-N 01'16'58,56 1 18,56.W CH•140'79' OuaL . T-TI LL2.B .p,,pCT51t C 03'4B'.1 E C-46.92! L 46.94- EI LAND USE TABLE A•85'58'45' .1100 NET ACREAGE: 14.51 Ac C�N 44'-6'400"�E CH-1 50,L w P-00.ISpIWLItIAl4(A..qI) pNot.Op.,Isp-(N-.E B C-1,111 LIt,AIII(A.-g.) 11, 1 I Ck FAIR FA� N(N_', #I NOT-XWE 13.60' Gv AB-INJIB IARIWd-LIU(A.gI): OA, R1d,,o - e CREEK COMMENCING OF BI-w��g I.....B. ,". FINAL PLAT -,A,If ffi.-,-l-"..­,,,a'N-1--- A WALSH RANCH S' rer lo'r26 QUAIL VALLEY MM-­ (A_ 11-1.121 IA.. -I,Al-.1 1-1 LOT 1,BLOCK AK,&WALSH AVENUE ROW i wmaBe amort dame Pn lm.map. 24,62A RES SI11-9 d by-Id.1-B It an AN ADDITION TO THE COITY OF PORT WORTH, Ild 1 11111,-1*1011-..1 AIll- vo PARKER COUNTY,TEXAS BITUATED IN THE Na 'A' I... p AL-ARI',mlmaanmwwa name. HEIRS OF C.H.HIGBEE SURVEY ABSTRACT NO.2740 1.&G.N.R.R.SURVEY ABSTRACT NO.2004 me Fina nm emammw nu nt NII N . dew a0 1.&G.N.R.R.SURVEY ABSTRACT NO.1996 =.=a= LEGEND :�d).,B F-415 mann RIO NI-VTO.Ib nomad IYI-d, QUAIL VALLEY 9EVCO 1,LLC 1'11TRM.".111BIAl LAC_"_ _N,�EIJ2 4-11 7 UZMAP vpfrOCTOBER 2016 SHEET 1 OF 3 FINAL PLAT CASENUMBER 111-(IRELURNARY-T PF-C� PROJECT NUMBER R-T. UHIBIT'A' r I R•1358 \I CB•5 80'2-2 509"E Z cH-ne Or M n a "r.c, L•79062' OUPIL VPLLfY DEvcO.LLc av l:Jvu` W a�Qv w z I - — � DO oo'ran a�SjU3pC5� o. F N07'09'34"W —_ ----- \ v}/A R 106.00' H 6.51'36'40" Q AL Nf6sHIP -\A L/F ''!'`^R• SITE ., ne, GNU CB-669'30'04"E LOCATION w sH RANCHEe LIMITED PRAT - i D.R.P.c.T. \ 01411161,1 �. L-1304.26' /I, VICINITY MAP LOT1 f14 s,ACRES) Teve o, .:".. 4 v ]r v `� I R 160A05 68'W CEPS 77'0 X50"W I ... _i sm f M wm��� 5 nOLO1TR CT Lwen 'ADEDD NDEPEND 1 4OPRFC. � '/ / 014.150.90' �v � L-1ss.n' nr� 6.52'48'OT' ' w •w'x 7��.. - R-213.00' —1 RANCHES Lm TED PARTNERanP CBS 27'45'34"WLUME 1BB8 PAGE 1705 CH 168o.NP.CT..46' N 61.01.12"yy _- 54786' LEGEND _ -- SM,�ZB"yy 624.92' N863.S9 W R-2733004 0 ' n �.` nc,,.r'T' CB-S 01'0814"W CH-1.67' \ \` 4.47'1824 I I Z Z R=973.00 7{t I J CB-N.8-2013" J) "L $v vr.....•...xxu, m.p I n I 11 Ou ALLEV uc /777/ aw•ru.aa„ussnnr A LAN0TABLE 1J6E x1116]571 / / l o �1 M vI, Z Onn SI A (nwppl: ]AA2Ac. // o ' f 19h11W (Ac 90) 1011 Ac r L ` 1 rr1 `• 7/7 G�1 \ NET ACREPGE. 14.91 Ac 4.1.1.0 P R,P.C.T c, I R i PVSN AVUE. —r.N—:an - Pmma opsPpm Lmnaap . (Nw)i5 —al Wl°AHo(Ac,nowlCE-10.`1LN 6611 1 ... 0 A.30.0100. fl•847.00 �1 xm„I.1m wu ,m„1w„ Publc Park lAcmppe). OAa PLEIG Park I.M.N 601 � D oo1F 3SS CS-S 63'00'00'ENPrvRwltlenpplLota(AcwAppl.14.ltAt NonRwltl-n11tlL Mnwey:,, 1 v 6.47'1824' �- S4 014.49020' �• D Oiow RaWtlx4b1 LOM1(Auwppl: OAc .—ROW LWO(Numb 1. 0 4 \ewII L=49565 -� d II R•867.00 \'Na // .-T' sve ,.r.rx.6-13'33'05" CB•S 88'3016'W -� �..p R•453.00' FINALPLAT 4.24.5045' I L]189101 NBB p0Op. \- N829.1.E CB• OV351 E WALSH RANCH a 08•5577`05'59'W I W 'l L�07.14'9 I as'l QUAIL VALLEY ' L-67 - 66614 cT - „rte, irT -� A — UEoa - " POINT OF LOT 1,BLOCK AK,&WALSH AVENUE ROW Le7a 44 �� _o_ WAL6H AVEN D 1EvcDLLLc n BEGINNING 24.62 ACRES BID I.011 ED TAACTI - 820AN ADDITION TO THE CITY OF FORT WORTH, ,112.4927"W 20563' l PARKER COUNTY,TEXAS wALSH VOLUMEo1R01B`PTCE 11 ED 0iB5ERSHIP It J 4-10'3]' 6.825704 N032.5024'Et R-1053.00' 6.23'50'06" ..J onf0* 1 �R•42' SITUATED IN TIE (r3 \ - HEIRS OF C.H.HIGBEE SURVEY ABSTRACT NO.2740 - d R•1053A0• 6.11'52'24" R•453.00' 22'47" CB•N 19'1655 W 'R s I.&G.N.R.R.SURVEY ABSTRACT NO.2004 nnCB•N 72-3T16 014116119• q� 00 I.&G.N.R.R.SURVEY ABSTRACT NO.1996 R-1040.50 C8-S 67'56'12'W L.16B 45' CB•N 09'30'34'W r\n�Juu✓ a CH-168A KK Wv L-168.83' CB•N 613904 014.217.62' 1B L-96.1' LH•162.]8' L•Z;6.21' sH RAN DUE 1uMITEDPARTNERSHIP L-86.15' cm ! o �� D a g� L-161.5,• \ ,1 D 1 QUAIL VALLEY M— 1,LLC „p1 CLIA BwAp Wo �L �O 4Y 41 1 O.R.C.T.T. 6.14..130' ? 5 6 �M�LI R 201 00- CB-N D- ; -°� 624 Dsas^ ., r 4 CB•N 00'14'42'W .� r�/� CB-N 003741 W 1,")lJ� `\ LL-64.0)' L 83.71 B G g 5 MTCHLIN A MWu- I OCTOBER 2016 Ap]SHEET 2OF3 FINAL PUT CASE NUMBER.FP-16-018(PNCLIVINARYPLAT:PP.,S0e3j PROJECT NUMBER R303W1.03 allIBIT'A' OWNER'S CERTIFICATE THENCE,Nan,CB daprxa GO-M..M wmntla WAN•damn.IT'SEA mI S'BlncM1 von rm sM NOW THEREFORE,KNOW ALL MEN BY THESE PRESENTS. KNOW ALL MEN OY THESE PRESENTS. I'. RK mp dI m ANHumSnmrd,aM 11.the he0manp Dlacurve THAT,I,61c J.VvnaxY m MrabYu COUNTY OPv IA me bnbwlnpec.nh•Ivn^b 014,e.egvotelnnuba24 a.mna..amdu¢dm).c0 root into nVAVRDeamLLL bIVpnvrarn.11.11 mlpb,ty flmltlun ANIHedanlcaWEY,L"Tndy rory matmnpmt Vqs prmmed VomenvduvlvM vuvnm¢urvay.,me WHER ¢.tiro.. e0 ddpree•2D mmuba,0 veto..Watt maOpCtmu pbltlebpnvUnp the nvrern•bwe a.nrbm pr.wMae WALSH pANCH OUNL VALLEY.LOT 1, bntl one that lhe„Iwbmonum•nM eM1ow tMrmn wre properly vbwtl unmr mry mrwnai.upemm�n.m O1Nw2'LEV DEveD I.LLCmme.wnald.Mdai Una muamdmme Hauaoi e.H.Npbx mbya .Bt lomc ora vn¢V Tara Scum KAKIWALSHAVENUEROw.n Mdlponbme Clrvvl F.KM.N,W,C....Te..nd duos vu.rmnuwml.a.euro..mpu.b.ns of ma Grvol Fart VAnh,T-L ME, .InmpmRMndl Cmet Nonmin A.R.Co.6unay.�bnwm N.,2004,..Na THENCE.abx�anvmmelattan do dromnu ot]tEtObMmaS'B Inco banlm mrwH pmvb.uP umpl.bma pu0lc ux lorwar.my doom,np,q.l.wy,ane d,erpumn unry,Tvk,Lld.hemp• ntNwmB•mnb.lomm.IN �prwerre hal,m.n lllmmn. PRELIMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND oimnn.m.c�m.a�,dW,ouniL W,i GEC.iuc,mmmrmamDm.a �.so mlwmarese-.e.o�oe•IllI°aool.m.....r..d q'1 B.,BI.m=Mm wr.n tiro. PRALLNOTY,THIS DOCUMET SHALLNOTBE A6ORDED SURVEY DOCUMENT I-1-.mbw IPublm pamraa of P.rLeI wunrv.I.aa(O.P.R.P.GT,,ana hemp moramrmumrh Boats pa a05 mama.1 roto...Wed al pl p Inmun rob.,1v1bb na nd.-tNM.H. VIEWED A FINAL THENCE bnp2Tob curvemlM nphl.n•mdmmnx vl.0991x1.898 mcn rronroe xtwm pmmc mp GIN.1-WI.J..q m Ew J.ranaaer.Rwmma6zPrNe COMMENCING aIa LO mcn von rod bone wln up ammpea'OUMVWAYA660GLP'Mw rots_. pbmmtl a,Repr.vatmn No. .wnvl tune snnwal vmbrn n0 wvlmedxutnboum walm Ranch P.rxwy(a aanebb I wa of lma or W.bn creak Baulwm0 p.snow on bra M.,pawl Wbd ddlemrca Or pt.00leetm•Ele mcM1 mn mtl.el wasnrao� t,PE,ee o.rm°�:'Gn al Fanwann.Parlmrcwnn.T.a...mremraaamcmmet ,u`nuffi�w;¢�mp'ae N�°r°zoler>`omel�o;nabat,I PIA...1 nam�q WTN ,nnhaaabla _mr .smB. %%x.Pape%%%oi Im PbtR-d.of Goner Cwnn,T.va¢IRR.p.C.T,,: nVal.ngm v14B daerx¢]].room.Se wwntl¢,v raemal ttlO.Oe(vet_broom.ey•t6p Bp(.tenors EN. E.vbnp un w•mny 11.1.1-11...rmm.aamhauna-AN Roncn Perkwy m.lolbwnB _Iran sums...ipaepreannmmwal0•vcoaee Y.bet QUAIL VALLEY DEVW LLLC sTATE OFTE%A6 roar.e9 THENCE alEm wd.rvab Imr.Bh,a.d=dramnm.nSB]2 met..ve rots rmnrm.mwH PA...mp CO­OF ME mmPed'Hum3.tlari',.na bmap me Mvmmn'.l a myoma curt.time IMI M1wmpa wnuAargb a s2 .Tn...11mlmd mh4w.-I, aSBOC.LY.aMMmO qv bap minlmB oiocurvatime tiro nwmp•avnVMn 2 a v.45nmlrI']4caemM retl�lu4.1 .0 h.(Tu .bV A IM,B lmt amts M¢M1 hea.B.am RPoOVR B.br.-,SA unmgpwd.WMrM,awmry Publw lnantlmr qe smmdT.eb.anmismY xmon•ry '."b'AS gduT.I1t0.Op loM.wdbMvd hyo 150.0,lod cmm apma n By ,I-— Tmvv bmmd L.IUT,mmmny,Im Menevar vawaaySMm.w mmabbe l,.mrwnwmw nom.awbwnbmma,e lor.polnp lnevument .Ob bmmeivann 49d Om•e]B mrnub•a xmMV Eov( THENCE,MEN tuna m uv tin•n ort dAGI..1111.]6 tin m o Yb rncn, roe rot wm pNMI.mp .publm vropeMOmup.Lw..ete.ae hmW vee vcxno p timeha....Id III wme br p p ana wnsldvmtnn.tl,araln.spracced. Abnpwm mneHthetin vnvrc dramax.,105.07 mer m v SI1.0lm.r d mane wm mp THmwd a E ul 1., By. pvrmer¢nrP lm Manavm Oxen undo y bane and wdaf.dbv.Eb 1., tn. DUNAWAY A6fiDc.LR, THENCE,NoM Ba dapreea11 m11ah.WwmndaWav(advmac..160.001111..51ernc1 non rvtl wt EY REO,LL.aTewa11-d lmbmr..pony,Im C.MId P.M., 01 If I E.bR hwlnpv preaa)mnwelBwconda Ea¢�aamHrco If 141.001eelma La rrchrnnroe lountl wm FROM vagbot 02tl Ovw i]mrnlums]¢_Ibb A V.nvl2]'J.pOtw4 aubmntlm 1,A t.tl]l.It cmrd Nomry lMIb In aM for I...1.of1a 1 mG4deBa.AO]Ammw50]O xmrm,a roar..vi012�Wimt wbmMee 1,.H, 0 nrral w,ICM1 Ibm, 0l aeprea•OB minumT to•euntl.wad. r W 90.01 1001 mora nnrrn tion N.nn tlpaao 4B mmuma0)evxma E.st roto atm lvn•n erctlamnceal 1,87 1111 rncn eon yea wtwnM1 pmv op JexawmBnd.co-CEO atom ed'HumZObvri rev MYCommldlon6plrev n HbI, Abnp mm curvemgerpMan.rcdmmnua19Sp91wtbe5l0 mch von mtllauno wm mp aHmpad p nV.l un„la ofTHER.B,I—scum090.aw.a0 mmuma 20 xwnesvb.(amabnx vl0]9.B21vdba5le rrcnvan mtl wt TATEOEFCIU bear won Ot mpge.lBmnu,eT50 evmnaT wk¢I, (outs...tlbya140.]0 mot mare wn. wln pmvcmps mw Hum3olbra' COUNTY OF DALuS THENC NOM 01 eaplme Ot-1.12 eawnaowost.o..moted59].08lwtma510 rrcnrrcnrm xt •uMon�,v Na V,PIWII In ana for w III,TI..., Nu d.V P...., SUN .curve mtne bttan vm.tiro._01140.8,Ivelb•JB man mnrotl launtl¢mm xp ammmd wnpbc,mpemmx'Hu01-1: Balorp ma,m.untlMC10na0 WAY ASSOC.LP,aM ben.IV.Mpnnmp.11 bb me aft M1wlnpe-1.1 and.cknowadpvtlmnn Nat M1a aaxded rho mrrm for rl,a pv�pow oM conagavtmru tMreWin e�p�e¢¢ed.ret vvnreiM ma.dfJOM,Ompraec4G minmm2e.acoNa We•(s00be(aubbMed bya58.]O lour crnrtl THE UICE,N000 dpol.HSlZ1.1�M..Ilows.t•tlmbnc.o150].],Imtb.Si8l.nvonmeut camp Dnen undo my woe ane wal0l onlx,ml• y to ouHnwnv ASSOC.LP It Omrwum wa rte VPF ops IF_toot.)%...nom,onwahn iobr THENCE I.,AN-d Rla�nScp�s'B IM em.G ffi.non rep.1A n.nm p t.nems..reMw.lnpe .tWalTV pont.Gvrkwy, ..Volo loal0ltlmm..a mrmma50 MWMI..gdrua of I'M BE NO,._room.IV I TTGV2 Ivor N ry FMI.ravndl ...m Toa• THENCPEamvmnp me wamrNbna olwrtl wWnhound Womn R.ncnPoMwy..ntl vpnp me w.mdy lme =hortl M�cn meq soot.00.pros.]5 mmuma OB wuntla Eavt of xra rxa11spaWLo,%1n.r.bw,O .bA: HENCE,MNVB xd aunvm my vpnr on arc dbmnx oI.E.mel be 5'0 m=n von roe AA.pladcmp MV Commmnn Evprras Ort. umZumn',AM bemp III Mmnnr4a4p vI a gwma curve b ma I.n,wmp v-I.,vnpl•.1St We¢(earamnmo,,80.011evIma LO lm,vanrm mond n mntledby.1260.5lm.I.Ildwl4hbearc .. 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Ham2albrr.I Mme ma bapmnnpm.maagawrv.mlm ppetM1wlnp.xmr.I.rmb.w, AwoO INDEPENDENT SCHOOL DISTRICT IgienB�r]S NIII, ]e mnu,.Sa xmndg4rMluvW t00.00faaL oubbMed byotl0.041od ndwa al a7J.pp met•ab-Id by a TM.00 bd mora..nen pmq NonM1 Mom xn tiro._n0tl tlavrevs,0mrnum•]0 xmntla Wa¢I, 0 Ibb.20.nom.l0 xmnda wP[ THENCE,lC,g om V,,WWtM pPNM.p npnwnercdmmnca a180].tl5lwtbo Le mcn non roe utwm By I.-d Abdo lnmxntlenl6cno.l O..bb.RaprmenmWe me brtnwtllnpacenVawnplea.f Hu OBorm'; VVIA Nmh mdmq..0]-nub•41wmnm=l Iet.submntl y .45 lomchartl whrcn BE av FnPl.e 1—-.1].4 leatbe OR III rrcn rm vol ZOIbId.A.M,S its bepinnrnp do� .M�w bHHw,.m,.lvyb q btten em Ommnu a1 B4.0]Imtba Sb mcn don roe mann wm xp ammpm .� o Ilb.v10 BR 1.11.en.Ill.4B0,201..Ian.rdxnanb+a'• ETATEOFTEVAG WAYC LP',eM mrrndbbM e_..1.Oerw euxebMa npMnwmp;.Meal.�pb SOW. p s W mows 00 we.nm.11 COVNIY of DALLAS fat suebmetl by.10.0p mo.nose Ina bmm NaMa00ade0rvee14 14­_. 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ImWALSH RANCH W.1c,III, p QUAIL VALLEY .H etl HIm. lbrs; rHENGE,N.MD2depr.a.52mrnIm.29wmnw E..L.dmHnx.1,2.5pmMmaSltlm=nm"rm°e' LOT 1,BLOCK AK,&WALSH AVENUE ROW nPHMK mP.m�m'Hwn-z.IHm.ana h.rnvlM bw mnrrm 01amn4aapdtmxemma rwMmnwmva 24,62 ACRES <� .nom.nnn bo EMB,.1a BOR.m.CA-1d. spm c.IbmMM bra, ]B root AN ADDITION TO THE CITU OF FORT WORTH, THENDE ado Zube.namga,mntma,atlamnm.1,B2551mtm.sll ur=n rmn me wtwm pmetnmp PARKER COUNTY,TEXAS THENCE 6.w 12 daprxv 11 Vr 27awo.-1 MIL A dmmnx.1,250 rats my 51 rnMa. rotpSTUATED IN THE FORT_ WORT}j HEIRS OF C.H.HIGBEE SURVEY ABSTRACT NO.2740 wN mdwmp d.mmammn-zamr.•.ana Mrrm tM b.pmnrrm.l.mn+anp.mmnemma ram nwmpa - �- L&G.N.R.R.SURVEY ABSTRACT NO.2004 ik =ode w,rn dwmare a,Gmmam.G]xxnaeagmea Mlpsp.pp lent.IdaMna bra+Be.4sa.t '', 4qi4 tiara N.11 21p.m]s mnwct Ta.n awe.( MulssoN L&G.N.R.R.SURVEY ABSTRACT NO.1096 Mg eHmutl Hum xm cu mm role.maagmaxdloO.Bvw,mavB mcn wa mtl set vam pbm.mp CIttDI OF PORTCWORTH, TERAS bfc-rva QUAIL VALLEY DEVCO I,LLC IIIA rwal Dab�lr0 .M NGRiH DEN,RAL�PREBIWAY ......p.D LL B. .15.25 " PHpxD.au,2nnJap m 111 BY .._-- � .. ce. 1•iT�'7Cy jAj�C PEAUJAORFEMENT STONED BRY20,t ANO FEED IN BOOKPAGE PARKER COU_CAMMIESIDNERs SOL Rr 61ONATUpE AREE III REQUIRED.V a E OCTOBER 2016 z w M+1 eTSHEET 3 OF 3 6a FINAL PLAT CASE NUMBER.­­0(PRELIMINARY PLAT:PP.,SO PROJECT NUMBER.R]0]061.02 STANDARD NOTES: Wgly±lm.+•wnt..tmmnF..n ON 0 FIT-IRMoly,inuwin0llnoII I., Ina o,m alp ioi�wa .z.'R....... ,77 B.RII t- HE.M-­tM..HI.tB... 7LIN7A ATC "anam.PNm. ma ——-——— C�N 00'3T41 W R-20D...' P. R-100,00, CH-89.45 d= SITE BE-1913,, L-64.0T ON 619� 7 LOCATION L-61.93! —-——- -—————— .....I MIII It,N-'I=t. �Ap-1�ldl—-1 T-, owmaaawaa R­ M. V MORINlh.oNt.I. bIl N�90 I 1n non pow W th.P-1-W I,,—y IN... —.Hl...IN —d E-.l.-,—,B, B..1—B.1.11.III. I.,M,111-d—M. M. VICINITY MAP N ThICIt,,WF—lh—,,B—d­NI­ E-INmn .......... ounlLvnuEv TI, Do— OPEPUT "I CII FaiI,,o�u- 1W,­dY.el—T—I Zd' gHai�nrvonn.�m..otoii em I Too .1d NMUUM. Ih.I.I.roc Im MM III,Sd—k PNIIq RHI —.1—vnaYm B.M., —IkNM"—"".'w­ b. 1. .9 d.—NDoorhI, 0 05. R-1016.00' ab qvM '40'2E'W CB- 10 RA CH-59.79 M., V'UUME JUB_E_5 DRPCT L-59.801 R-988. CB-N 01 NCHES LIMITED PARTNERSHIP 'W CH-140 0 I.LLC L-140:79 91, 4 �o IN PUT E CH-4.9Z L-46.4 LAND USE TABLE nmOrvm Bit. NET AC Ac CH- Pavaly OM.El.c. (A-...): OA. I..M.p an SIM. (N.RI E 1 E .N. (Ac, 1—k-k—NN—) I U IIA. IN 87'36'03'E 13,60' X YN 50 IT..FBMU—I.L..PI— : A. EMMM(.dRIL­(NURBq: B POINT OF \NPLSVA I.aBI'm 1—.11 C', FINALPLAT b�ICOMMENCING 2.N.P.11..1 ft 11.0 HN..1tht,I fl��h­ NWH.d M.C.—Ity P-1 N.——7—F .—d WALSH RANCH QUAIL VALLEY LOT 1,BLOCK AK,&WALSH AVENUE ROW 24L62 ACRES RES II ow 1.-N-Bl .1—I.. AN ADDITION TO THE NTY OF FORT WORTH, PARKER COUNTY,TEXAS ITUATED IN THE 4.�HUl P.p.q ,Nl I1. N,, I,— ­pk HEIRS OF C.H.HIGBEE SURVEY ABSTRACT N0.2740 I.&G.N.R.R.SURVEY ABSTRACT NO.2004 I.&G.N.R.R.SURVEY ABSTRACT NO.1996 LEGEND HIM M.. HIM tivt--.,UBwnvWrlvm Nwoy)nan^ ooh QUAIL VALLEY DEVCO 1,LLC I—T.--1 pBVvment ­ � d yYR 414.1111 pmnar B.—I.EI Ag.—N(ClI E—q Zl- 41.1-1 OCTOBER 2016 SHEET OF FINAL PLA—NUMBER-1-0[PRELIMINARY—RNIE-1) EN.—T.—ER..­ EXHIBIT"A" p•]3'28 sD' m 1 CBIS 9.25'08"E n;1�V W ..x.r.c. ...i.—� ...�-- CH.T18.43 [)� n a 9vvn (� L•]80.62' QUAL VALLEY DEV C01 LLc �c l.+GaU�;a�Uc�� O u(SOS� Z TRACT 1 as °°oPAPe wA Sh, A\N� ,.. ce•6 e�ao4 n�6 ~ -- NBID634'W 106.00' WaISH RANCHES LIMITED PARTNERSHIP F °'"— �._�� SITE vaL °.R.r.C.T. +ia' CH•i26sr LOCATION L=130438' Z � / VICINITY MAP — N— courH s e- 'A� OT1 / I1d51 ACRES) v +a I AN c ( S 4fi'01Y26" tuSCHOOLW p•2d'SO45" w0ib cxw= '0w 31.68' R•155J.00 1 `U' 4,Oa AOEOO O[PEN0ENt 6cHOOLDSTN CT tx= --. o0cx x-fa¢sani >Po z_ ,{.. CB•57r0558"W O.P R.R.cT � •N p=48'3358 R•18000 CH•668.18' ++0000^^ . CB•638'2310'W L•fi77.44' ° `R Ni• `0tl -L s V1.._... CH•150.90 " v �✓-' L•155.72' -y�. -- R•213.DO' WILD"RA 111111"TOO PARTNERSHIP IC I CBIS 37'45'34"W vowME 1000 PACE ties CH-189.4 DRPCT L 1-6.96' I S47.p8' LEGEND 5 8p°4028"W 624.92' N 88'38 5B"W •,", - - i In •.. \� W A-47- R-9]3.otl CB•N 88'2tl18" CH" L-.' ,•— c I I ae u.....,u•.uu+n, °x I .w, II aw LLE OEv oI LLc /i o vk a.x.-.,'cam' C (�I LAND U6ETABLE.- U Leo].65 a � Y A1µ1 N S o L�a VVUv ro r n (� NE ACREAGE n ' v°� wk"� ( x:c o-r v.m 0 WOi+ // � Z Om• 1 A (A p9L 34.61 Aa .PRPC.T %// C ao C•v O Bp.90'00'00' �x.c,�._�I T I = R,pht W YIA opal. 101 A A¢ o �3 4 $ ` EN — _ —__ \ !s� e ;,C �a 0� g D PINo1POPan SPaatalearo4(Acmapo)' OAc Pnv9140p¢n spambmlNomean D UE / a` \A—P'V /icen '�: I - c°mmarcmblaA,pa(Acroapa). DAc camm9mmbt.(Nvmpan a ago? TTT PbI c Party afl=647.00' 11 11R •�aYm,v"vv+,4 (Acnapa): OAc PUEIc Path btalNumbatj 0 4 iM1 mtl at19 a=. Onu NPMfaaltl¢nWll9la(Araw 14,61 AC NPm4adtlantls�Lad C-•S B3'00'00'E Nwsp°° u.u. ��, 1W.PN 7. 1 R BB7.00Spd. x1°`.er+. CH•4-0,2c0•u p¢'a¢nv'¢ 1 OL9=a(Nwnpw):485.85' _¢CB=S 88'2018uiG•1CH=695.81 N - �1� R•453,00' FINaLPLATL•716.10 ryOp - CBIS 00'35'20"Ep•24.50'45" BB• NHZ 9p _ WALSH RANCH CH-lo 107.1 e9 QUAIL VALLEY S _ ` xn L-107.14- CH-668.18- =107 t4 2 i"6i34o18RP0 7 _ AVE-NU POwraF LOT 1,BLOCK AK,B WALSH AVENUE ROW � CHs n os s9 w I � ¢� Ec11,uC _� —r WALSH AV EN WM BEGINNING �I N" - 11. 24.62 ACRES AN ADDITION TO THE CITY OF FORT WORTH, r, sex'oo-D w �n q sliz•4927"w 20s63 PARKER COUNTY,TEXAS WALSH PANCME.9LMITEp PARTNERSHIP 13Stl NO3'IT'E+ , t I °:° 9NATED IN THE VOLUME SR PcrcE+i¢s p•9•to'J3" VT 12sa• N + p R-4 3.00' I I • HEIRS OF C.H.HIGBEE SURVEY ABSTRACT NO.2740 u c a¢¢, M 0..1053,00' C-=N 819804 p•1t 5224 " �, n•aa 247 I.&G.N.R.R.SURVEY ABSTRACT NO.2004 �4 a0vo 1ti10 �lJ --. p•B'S]'Od" •• `(R�1057.Otl CS•N 18'18'55"W _ CHIN]z•35'1s^ I °\ I R•1n.00• I.&G.N.R.R.SURVEY ABSTRACT NO.1086 CH=168.45' fl•104pS0' GB•687.66',2•w CH•18EAT W' \CB•N OB'30'94'W L=188.45' ee L•168.67' CH=217.82 �•� �N CH=83.6]' _ SP cH.162as' L•zlezr 6HNANCHESLLIIMITEDPARNEREHIP L•96.1s QUAIL VALLEY DEVCO I,LLC yQ, L•ifi2,55' r^ 1 vir2 + Y vOLUM O?RE.C.T. SS I RrxcFNTwl�v'yiwAY �NU11 �1s �y IS \ p.34'S1'04' NJa LNQLJ �15`_'��1 `°� U 0.240505 ", fl•1890o' n 11 ° g. ��oYo(O2v��Oo�Gt40 -.__ \ \ 0..20000 C8•N DO-id'd2"W 5 IR,2J l fJ +\ Y\ CB.N 00'3741'W C 83,71' L•8407' L•83.71' M TCHLIN A da,e;e1-0, g OCTOBER 2016 SHEET 2OF3 FINALP CATENUMBER:FP-16.0+0IPREUMINANYPIAT.PP-63) PROJECT NUMBER:P30=00 W EXHIBIT W OWTER'FtERTIF1uTE THENCE,NOM 6e tivpam.00 mrnu4a.mmnaewo+t.atlrabnc..I]55.e41mtm.5le rrcn wn and mt Now,THEREFORE HNOW ALL MEN BYTHESE pPESEMs: SEM6. 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Num 111111 NTUATED IN THE >1 2a.pr.e.Oa mnlmeore e.�uWewr`dlo1.p�mm:I.�nemI,mnin`.mmco FORTWORTH HEIRS OF C.H.HIGBEE SURVEY ABSTRACT NO.2740 collo wmm�e.1111 R, N'.1bma]imm .a,.loom meL a.bmdaae by.r664s mol I.&G.N.R.R.SURVEY ABSTRACT NO.2004 n dvmmas mdw.,umpmmw.l[6. v mm m e m Ittlb v s Or AN 001A1A1551M I.&G.N.R.R.SURVEY ABSTRACT NO.1996 e vn me N nm1 a etyma Ie loco lmn O[,FORT WORTN, TE%A6 �� ammo. Num161mra. q rd mtwnn plum mp �m jval�onnp.nrno PP TNENCE.abnp mbcunv I CI �NOfl 9 veno m QUAIL VALLEY DEVCO I,LLC 8m ,mAI I A111-1 or: a SSCI al 1��n �' e MrrMnIr:Zl��'T1'''IT',''r'�''IEII''' b m g PER COUNTY COr SIDNE061712011URT SIGNATURE BOOK 4Z PAGE]ori +'1'uuu^myawnr.I PARKED COUNTY CAMmI6610NEP6COUPT 61ONATUgEARENpi REQUIRED. Fm Ixt4147,a75> �g Pnme OCTOBER 2016 SHEET 3OF3 FINAL PLAT CASE NUMBEN:FP.,6411B IPREIIMINARY PLAT:PP-,5.11 PROJECTNUMBER.0.]6]061.02