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HomeMy WebLinkAboutContract 47595 CITY SECWWI Z C®N UCT W. DOE # 7284 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of by and between HANOVER SERVICES GROUP, INC., acting by and through ANNABELLE PARTNERS, LTD., 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 an approximately 103.097 acre tract located in the Samuel Lockhart Survey, Abstract 977, and the William Redfield Survey, Abstract 1348, Tarrant County, Texas according to the deed recorded in County Clerk's file no. D214045926 Official Public Records, Tarrant County, Texas,hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Richmond Addition, Phase 1 hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner, 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 STORMWATER FACILITY MAINTENANCE AGREEMENT FT.WORTH,TX Rev.12129/2014 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, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, 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, 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 Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.12/29/2014 3. The Landowner, 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, 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, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement,performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty(30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.12/29/2014 ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER 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 ABOVE 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 TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner 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 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 on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.12/29/2014 [SIGNATURE PAGE FOLLOWS] Executed this AA-day of 2015. Landowner:Annabelle Partners, LTD., City of Fort Worth a Texas limited partnership By:Hanover Services Group,Inc. Gly`' a Texas Corporation, its general Assistant City Manager parte r By: �-z Approved as to Form and Legality Name:Ben Luedtke Title: Exec. V. President Assistant City Attorney,AQTi4 N-(3A9 ATTEST �>4 •-w City Secretary ®� Y 0 2 06 o� %40000000 000 rIAL RECORD N REQUIRED SECRETARY WORTH,TX STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev.12/29/2014 STATE OF TEXAS § COUNTY OF TARRANT § -'h' instrument was acknowledged before me on V Q rCl, //, ,fid/(, by SuS ,J ,M Fzm a, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. EE�V ., TRIKINYA L, JOHNSON = Notary Public,state or Texas Notary Pu ic, Sta f Texas ,c My Commission Expires April 17, 2018 STATE OF TEXAS § COUNTY OF DALLAS § Before me, the undersigned authority on this 31 s t day of Ju l V 201 j personally appeared Ben Luedtke 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 of Exec. V. President , and that he executed the same as its EV President and as the act of such EV Presidentand for the purposes and consideration expressed in the foregoing instrument. Sandi R.PW** Notary Public, State of Texas Eq*n:1-30.2018 STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev.12/29/2014 EXHIBIT "A" 13.984 ACRES STORM WATER FACILITY BEING A 13.984 ACRE TRACT OF LAND SITUATED IN THE SAMUEL LOCKHART SURVEY, ABSTRACT NO. 977 AND THE GEORGE MATTHEWS SURVEY, ABSTRACT NO. 1078, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS,AND BEING PART OF A 103.097 ACRE TRACT OF LAND, CONVEYED TO ANNABELLE PARTNERS, LTD., BY DEED RECORDED IN COUNTY CLERK'S FILE NO. D214045926, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS, SAID 13.984 ACRE TRACT, WITH REFERENCE BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE COORDINATES,NORTH CENTRAL ZONE,NAD83 (CORS96, EPOCH DATE 2002), DETERMINED BY GPS OBSERVATIONS BETWEEN JULIAN DAY 253, 2004 AND JULIAN DAY 259, 2004, CALCULATED FROM DENTON CORS ARP (PID-DF8986)AND ARLINGTON RRP2 CORS ARP (PID-DF5387),AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE SOUTHEAST CORNER OF SAID 103.097 ACRE TRACT,AND THE COMMON NORTHEAST CORNER OF LOT 23X, BLOCK 1, OF LIBERTY CROSSING,AN ADDITION TO THE CITY OF FORT WORTH,AS RECORDED IN CABINET A, SLIDE 10884, PLAT RECORDS, TARRANT COUNTY, TEXAS, SAID POINT BEING ON THE WEST RIGHT-OF-WAY LINE OF FARM TO MARKET ROAD NO. 156, ALSO KNOWN AS BLUE MOUND ROAD,A VARIABLE WIDTH RIGHT-OF-WAY CONVEYED TO THE STATE OF TEXAS BY DEED RECORDED IN VOLUME 2019, PAGE 430, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS; THENCE, SOUTH 89 DEGREES 33 MINUTES 47 SECONDS WEST, ALONG THE SOUTH LINE OF SAID 103.097 ACRE TRACT,AND THE COMMON NORTH LINE OF SAID LIBERTY CROSSING,A DISTANCE OF 383.43 FEET TO A POINT FOR CORNER; THENCE, OVER AND ACROSS SAID 103.097 ACRE TRACT, THE FOLLOWING COURSES AND DISTANCES: NORTH 00 DEGREES 26 MINUTES 13 SECONDS WEST,A DISTANCE OF 351.82 FEET TO A POINT FOR CORNER; NORTH 10 DEGREES 56 MINUTES 58 SECONDS WEST,A DISTANCE OF 164.42 FEET TO A POINT FOR CORNER; NORTH 17 DEGREES 27 MINUTES 01 SECOND WEST, A DISTANCE OF 134.83 FEET TO A POINT FOR CORNER; I:\SLD\WFXM2600\WFXM2601\600 DISCIPLINE\613 Survey\613.7 Legal Descriptions\WFXM2601 EX I O.docx Pagel of4 SOUTH 68 DEGREES 28 MINUTES 50 SECONDS WEST,A DISTANCE OF 125.00 FEET TO A POINT FOR CORNER,AND THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 13 DEGREES 45 MINUTES 56 SECONDS, A RADIUS OF 825.00 FEET, AND A LONG CHORD THAT BEARS NORTH 28 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 197.73 FEET; ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 198.21 FEET TO A POINT FOR CORNER; NORTH 35 DEGREES 17 MINUTES 05 SECONDS WEST,A DISTANCE OF 33.39 FEET TO A POINT FOR CORNER, AND THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 13 DEGREES 26 MINUTES 51 SECONDS,A RADIUS OF 575.00 FEET, AND A LONG CHORD THAT BEARS NORTH 28 DEGREES 33 MINUTES 40 SECONDS WEST A DISTANCE OF 134.64 FEET; ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 134.95 FEET TO A POINT FOR CORNER; NORTH 21 DEGREES 50 MINUTES 15 SECONDS WEST,A DISTANCE OF 10.23 FEET TO A POINT FOR CORNER; NORTH 22 DEGREES 55 MINUTES 14 SECONDS EAST,A DISTANCE OF 14.70 FEET TO A POINT FOR CORNER,AND THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 11 DEGREES 43 MINUTES 16 SECONDS, A RADIUS OF 865.16 FEET, AND A LONG CHORD THAT BEARS NORTH 59 DEGREES 57 MINUTES 31 SECONDS EAST A DISTANCE OF 176.68 FEET; ALONG SAID NON-TANGENT CURVE TO THE LEFT,AN ARC DISTANCE OF 176.99 FEET TO A POINT FOR CORNER, AND THE BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 15 DEGREES 49 MINUTES 29 SECONDS, A RADIUS OF 904.90 FEET, AND A LONG CHORD THAT BEARS NORTH 62 DEGREES 01 MINUTE 51 SECONDS EAST A DISTANCE OF 249.14 FEET; ALONG SAID REVERSE CURVE TO THE RIGHT, AN ARC DISTANCE OF 249.93 FEET TO A POINT FOR CORNER,AND THE BEGINNING OF A REVERSE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 25 DEGREES 13 MINUTES 55 SECONDS,A RADIUS OF 530.50 FEET, AND A LONG CHORD THAT BEARS NORTH 58 DEGREES 45 MINUTES 01 SECOND EAST A DISTANCE OF 231.74 FEET; I:\SLD\WFXM2600\WFXM2601\600 DISCIPLINE\613 Survey\613.7 Legal Descriptions\WFXM2601EX10.docx Page 2 of 4 ALONG SAID REVERSE CURVE TO THE LEFT, AN ARC DISTANCE OF 233.62 FEET TO A POINT FOR CORNER, AND THE BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 42 DEGREES 20 MINUTES 43 SECONDS, A RADIUS OF 219.50 FEET, AND A LONG CHORD THAT BEARS NORTH 67 DEGREES 18 MINUTES 25 SECONDS EAST A DISTANCE OF 158.56 FEET; ALONG SAID REVERSE CURVE TO THE RIGHT, AN ARC DISTANCE OF 162.22 FEET TO A POINT FOR CORNER; SOUTH 45 DEGREES 35 MINUTES 10 SECONDS EAST,A DISTANCE OF 28.26 FEET TO A POINT FOR CORNER ON THE EAST LINE OF SAID 103.097 ACRE TRACT, AND THE COMMON WEST RIGHT-OF-WAY LINE OF AFORESAID BLUE MOUND ROAD, FROM WHICH A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS" SET BEARS NORTH 00 DEGREES 32 MINUTES 24 SECONDS WEST, A DISTANCE OF 854.86 FEET; THENCE, SOUTH 00 DEGREES 32 MINUTES 24 SECONDS EAST, ALONG SAID COMMON LINE, A DISTANCE OF 1302.52 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 13.984 ACRES OF LAND. A P RCE PLAT OF EQU L DATE HEREWITH ACCOMPANIES THIS PROPERTY DESCRIPTION. &b Michael J. Baitup, R.P.L. . August 20, 2014 Registered Professional Land Surveyor Texas Registration No. 4574 0 F Jacobs Engineering Group, Inc. P �STeR�.,+ F 1999 Bryan Street, Suite 1200 �:�� f°•';�, Dallas, Texas 75201-3136 ........................ Phone 214-638-0145 Fax 214-638-0447 MICHAEL .. BAITUP 4574 �P °FESs�o,. •SUR14F'y I:\SLD\WFXM2600\WFXM2601\600 DISCIPLINE\613 Survey\613.7 Legal Descriptions\WFXM2601EX10.docx Page 3 of4 CURVE CENTRAL ANGLE RADIUS CHORD BEARING CHORD LENGTH ARC LENGTH Cl 13'45'56" 825.00' N28'24'07"W 197.73' 198.21' C2 13'26'51" 575.00' N28'33'40"W 134.64' 134.95' C3 1 1'43'16" 865.16' N59'57'31"E 176.68' 176.99' C4 15'49'29" 904.90' N62'01'51"E 249.14' 249.93' C5 25'13'55" 1 530.50' N58'45'01"E 231.74' 233.62' C6 42'20'43" 1 219.50' 67'1 8'25'E 158.56' 162.22' / - C G6 LINE BEARING DISTANCE L1 N10'56'58"W 164.42' L2 N17*27'01"W 134.83' SCALE: 1' = 200' / L3 S68'28'50"W 125.00' L4 N35'1 7'05"W 33.39' L5 N21*50'1 5"W 10.23' 1 L6 N22'55'14"E 14.70' L7 S45'35'10"E 28.26' L8 N00'32'24"W 1 854.86' / I / PROPOSED RICHMOND ADDITION, PHASE I I 103.097 ACRES ANNABELLE PARTNERS, LTD. v► n C.C.# D214045926m o q 2 O.P.R.T.C.T. J�� 0 N 3 �PR� Sg R zD t; 'i 4 rrj ljO 30 5 SPMU P�S�RPG z �q b " C> �b 8 6 13.984 ACRES y ROPOSED 2 r 6 N b LEGEND Z �- O.P.R.T.C.T. OFFICIAL PUBLIC -P IT 3 O m N - RECORDS, TARRANT < COUNTY, TEXAS o� P.R.T.C.T. PLAT RECORDS, 103,0 9A R 4o a TARRANT COUNTY, 5 NNABEL E PART E 1 X 7,o m TEXAS G.C.# D2140 5 6 5 2 T ?oco o CIRS 5/8" IRON ROD WITH A O �_ YELLOW PLASTIC CAP 2 .P. .T.C. o � 0 1 1 12 13 14 6 Iu v STAMPED "JACOBS" SET 2X APPROXIMATE SURVEY LINE Wo vR O F , T S No �I �Q. �G�57ER•.F+ ... 1 13 12 11 10 9 8 — �oRoE RPG� O �.�N G PgS °MICHAEL°J e°BAITUP CIRS ° °°°,°.°°°°° ° °.°°°°,;.°° S89'33'47"W 383.43' ' •° 4574 P LIBERTY CROSSING � ••,aF �o?•° CAB. A, SLIDE 108841;/l 0 POINT OF gtio.,Essv�Ao P.R.T.C.T. 8 LOT 23X BEGINNING SUR BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE, NAD83 (CORS96, EPOCH DATE 2002), DETERMINED BY GPS OBSERVATIONS BETWEEN JULIAN DAY 253, 2004 AND JULIAN DAY 25 , 2004, CALCULATED FROM DENTON CORS ARP (PID-DF8986) AND ARLINGTON RRP2 CORS ARP (PID-DF5387). DATE: 08/20/14 EXHIBIT 99A" SHEET SCALE: 1" = 200' 13.984 ACRES J�C BSI STORM WATER FACILITY 1999 BRYAN STREET, SUITE 1200 DRAWN BY: B.M.Y. OUT OF THE DALLAS, TEXAS 75201-3136 13 OF 1 3 SAMUEL LOCKHART SURVEY ABSTRACT NO. 977 AND THE GEORGE MATTHEWS SURVEY, ABSTRACT NO. 1078 PHONE 214-638-0145 FAX 214-638-0447 CHECKED BY: M.J.B. IN THE CITY OF FT. WORTH, TARRANT COUNTY, TEXAS EXHIBIT"A" 6.546 ACRES STORM WATER FACILITY BEING A 6.546 ACRE TRACT OF LAND SITUATED IN THE SAMUEL LOCKHART SURVEY, ABSTRACT NO. 977 AND THE WILLIAM REDFIELD SURVEY,ABSTRACT NO. 1348, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING PART OF A 103.097 ACRE TRACT OF LAND, CONVEYED TO ANNABELLE PARTNERS,LTD., BY DEED RECORDED IN COUNTY CLERK'S FILE NO. D214045926, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS, SAID 6.546 ACRE TRACT, WITH REFERENCE BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE,NAD83 (CORS96, EPOCH DATE 2002), DETERMINED BY GPS OBSERVATIONS BETWEEN JULIAN DAY 253, 2004 AND JULIAN DAY 259, 2004, CALCULATED FROM DENTON CORS ARP (PID-DF8986)AND ARLINGTON RRP2 CORS ARP (PID-DF5387),AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE SOUTHEAST CORNER OF A 26.718 ACRE TRACT OF LAND CONVEYED TO NORTH RICHLAND HILLS BAPTIST CHURCH OF FORT WORTH, BY DEED RECORDED IN COUNTY CLERK'S FILE NO. D214045928, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS, SAID POINT BEING ON THE EAST LINE OF A TRACT OF LAND CONVEYED TO LANGLEY PARTNERS, LTD., BY DEED RECORDED IN COUNTY CLERK'S FILE NO. D213025356, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS,AND ON THE COMMON WEST RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 287/81, A VARIABLE WIDTH RIGHT-OF-WAY, CONVEYED AS PARCEL 24, TRACT 2 TO THE STATE OF TEXAS,BY DEED RECORDED IN VOLUME 4641, PAGE 402, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS, FROM WHICH A CONCRETE MONUMENT FOUND BEARS SOUTH 42 DEGREES 23 MINUTES 51 SECONDS EAST,A DISTANCE OF 493.25 FEET; THENCE, ALONG THE SOUTH LINE OF SAID 26.718 ACRE TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 53 DEGREES 56 MINUTES 26 SECONDS WEST,A DISTANCE OF 177.40 FEET TO A 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER; SOUTH 54 DEGREES 29 MINUTES 55 SECONDS WEST, A DISTANCE OF 70.67 FEET TO A 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE POINT OF BEGINNING, SAID POINT BEING THE NORTHEAST CORNER OF SAID 103.097 ACRE TRACT; THENCE, ALONG THE EAST LINE OF SAID 103.097 ACRE TRACT, THE FOLLOWING COURSES AND DISTANCES: I:\SLD\WFXM2600\WFXM2601\600 DISCIPLINE\613 Survey\613.7 Legal Descriptions\WFXM2601 EX I Ldoca Pagel of 5 SOUTH 00 DEGREES 33 MINUTES 29 SECONDS WEST, PASSING AT A DISTANCE OF 184.01 FEET THE NORTHWEST CORNER OF A 2.436 ACRE WELL LEASE AGREEMENT, AS RECORDED IN COUNTY CLERK'S FILE NO. D213134483, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS,AND CONTINUING FOR A TOTAL DISTANCE OF 548.69 FEET TO A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE SOUTHWEST CORNER OF SAID WELL LEASE AGREEMENT; SOUTH 63 DEGREES 54 MINUTES 56 SECONDS EAST,ALONG THE SOUTHWEST LINE OF SAID WELL LEASE AGREEMENT,A DISTANCE OF 30.69 FEET TO A 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER; SOUTH 18 DEGREES 44 MINUTES 17 SECONDS EAST,DEPARTING THE SOUTHWEST LINE OF SAID WELL LEASE AGREEMENT,A DISTANCE OF 1422.49 FEET TO A 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER; SOUTH 41 DEGREES 14 MINUTES 36 SECONDS EAST,A DISTANCE OF 151.59 FEET TO A 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR AN INTERIOR ELL CORNER OF SAID 103.097 ACRE TRACT; THENCE, OVER AND ACROSS SAID 103.097 ACRE TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 40 DEGREES 27 MINUTES 35 SECONDS WEST, A DISTANCE OF 43.18 FEET TO A POINT FOR CORNER,AND THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 17 DEGREES 54 MINUTES 16 SECONDS, A RADIUS OF 294.43 FEET, AND A LONG CHORD THAT BEARS SOUTH 49 DEGREES 14 MINUTES 21 SECONDS WEST A DISTANCE OF 91.63 FEET; ALONG SAID NON-TANGENT CURVE TO THE RIGHT,AN ARC DISTANCE OF 92.01 FEET TO A POINT FOR CORNER,AND THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 03 DEGREES 55 MINUTES 32 SECONDS,A RADIUS OF 805.00 FEET,AND A LONG CHORD THAT BEARS SOUTH 60 DEGREES 19 MINUTES 38 SECONDS WEST A DISTANCE OF 55.14 FEET; ALONG SAID COMPOUND CURVE TO THE RIGHT,AN ARC DISTANCE OF 55.16 FEET TO A POINT FOR CORNER, AND THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 11 DEGREES 06 MINUTES 08 SECONDS,A RADIUS OF 190.50 FEET, AND A LONG CHORD THAT BEARS SOUTH 67 DEGREES 50 MINUTES 28 SECONDS WEST A DISTANCE OF 36.86 FEET; L\SLD\WFXM2600\WFXM2601\600 DISCIPLINE\613 Survey\613.7 Legal Descriptions\WFXM2601 EXI Ldocx Page 2 of 5 ALONG SAID COMPOUND CURVE TO THE RIGHT,AN ARC DISTANCE OF 36.91 FEET TO A POINT FOR CORNER; NORTH 32 DEGREES 31 MINUTES 02 SECONDS WEST,A DISTANCE OF 98.55 FEET TO A POINT FOR CORNER; NORTH 30 DEGREES 31 MINUTES 44 SECONDS EAST,A DISTANCE OF 89.21 FEET TO A POINT FOR CORNER; NORTH 08 DEGREES 35 MINUTES 14 SECONDS WEST, A DISTANCE OF 107.88 FEET TO A POINT FOR CORNER; NORTH 21 DEGREES 24 MINUTES 32 SECONDS WEST,A DISTANCE OF 50.00 FEET TO A POINT FOR CORNER; NORTH 31 DEGREES 48 MINUTES 36 SECONDS WEST,A DISTANCE OF 50.84 FEET TO A POINT FOR CORNER; NORTH 21 DEGREES 24 MINUTES 32 SECONDS WEST,A DISTANCE OF 355.00 FEET TO A POINT FOR CORNER; NORTH 21 DEGREES 08 MINUTES 29 SECONDS WEST, A DISTANCE OF 98.58 FEET TO A POINT FOR CORNER; NORTH 12 DEGREES 33 MINUTES 25 SECONDS WEST,A DISTANCE OF 46.21 FEET TO A POINT FOR CORNER; NORTH 09 DEGREES 40 MINUTES 40 SECONDS WEST,A DISTANCE OF 104.16 FEET TO A POINT FOR CORNER; NORTH 15 DEGREES 10 MINUTES 57 SECONDS WEST,A DISTANCE OF 59.27 FEET TO A POINT FOR CORNER; NORTH 19 DEGREES 44 MINUTES 00 SECONDS WEST,A DISTANCE OF 57.20 FEET TO A POINT FOR CORNER; NORTH 22 DEGREES 21 MINUTES 50 SECONDS WEST,A DISTANCE OF 60.01 FEET TO A POINT FOR CORNER; NORTH 21 DEGREES 24 MINUTES 32 SECONDS WEST, A DISTANCE OF 360.11 FEET TO A POINT FOR CORNER; NORTH 28 DEGREES 59 MINUTES 52 SECONDS WEST,A DISTANCE OF 151.08 FEET TO A POINT FOR CORNER; I:\SLD\WFXM2600\WFXM2601\600 DISCIPLINE\613 Survey\613.7 Legal Descriptions\WFXM2601EX1 l.docx Page 3 of 5 NORTH 19 DEGREES 57 MINUTES 46 SECONDS WEST, A DISTANCE OF 46.61 FEET TO A POINT FOR CORNER; NORTH 16 DEGREES 41 MINUTES 05 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT FOR CORNER; NORTH 01 DEGREE 37 MINUTES 08 SECONDS EAST, A DISTANCE OF 161.89 FEET TO A POINT FOR CORNER; NORTH 24 DEGREES 40 MINUTES 35 SECONDS WEST,A DISTANCE OF 147.10 FEET TO A POINT FOR CORNER ON THE NORTHWEST LINE OF SAID 103.097 ACRE TRACT, AND THE COMMON SOUTHEAST LINE OF AFORESAID 26.718 ACRE TRACT, FROM WHICH A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS" SET FOR THE SOUTHWEST CORNER OF SAID 26.718 ACRE TRACT BEARS SOUTH 54 DEGREES 05 MINUTES 29 SECONDS WEST, A DISTANCE OF 620.22 FEET; THENCE, ALONG SAID COMMON LINE, THE FOLLOWING COURSES AND DISTANCES: NORTH 54 DEGREES 05 MINUTES 29 SECONDS EAST, A DISTANCE OF 55.96 FEET TO A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER; NORTH 54 DEGREES 29 MINUTES 55 SECONDS EAST,A DISTANCE OF 221.55 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 6.546 ACRES OF LAND. A P RCEL PLA O EQUAL DATE HEREWITH ACCOMPANIES THIS PROPERTY DESCRIPTION. Michael J. B itup, R.P.J. August 20, 2014 Registered Professional Land Surveyor Texas Registration No. 4574 0 F Jacobs Engineering Group, Inc. P ;'sreRT.+ F 1999 Bryan Street, Suite 1200 �; e� E °•'•�, Dallas, Texas 75201-3136 • ••••••••••• •••••••�-• Phone 214-638-0145 Fax 214-638-0447 •MICHAEL . ... ... oFess .�•• (3 I:\SLD\WFXM2600\WFXM2601\600 DISCIPLINE\613 Survey\613.7 Legal Descriptions\WFXM2601EX1 Ldoex Page 4 of 5 IM11 A.16, LEN TH C1 17.54'16" 294.43 549'14'21"W 91.63' 92.01' C2 3'55'32" 1 805.00' 1 S60.19.35-W 1 55.14' 1 55,16' C3 11.06'08" 1 190.50' 1 S67'50'28"W 1 36.86' 1 36.91' LINE BEARING DISTANCE �v L1 S63'54'56"E 30.69' tj►d L2 S41'14'36"E 151.59' L3 S40*27'35"W 43. 26.718 ACRES L4 N32'31'02"W 98.55' NORTH RICHLAND HILLS ���j 0 c, r� BAPTIST CHURCH OF �9�.�• o ps °^ L6 N30.31'44"E 87.88 A �, „ r L6 N08'35'14"W 107.88' FORT WORTH ��ya°byPT or9`�+y L7 N21.24'32"w 50.00' C.C.# D214045928 . —c o c s L8 N31.48 36"W 50.84 O.P.R.T.C.T. I '".��r 'ror2 L9 N21.24'32"W 355.00' 75' DRAINAGE EASEMENT zZ t� 2 L10 N21'08.29"W 98.58' VOL. 4641, PG. 402 POINT OF L11 N12'33'25"W 46.21 O.P.R.T.C.T. COMMENCING SCALE: 1' = 400' 112 N09'40'40"W 104.16' / C sr�, �,Q L13 N15.10 57"W 59.27 PS��9�� I S✓ IRS \Sy��c 01 L� SJSAa� L15 N22'21'50"W 60.0L14 N19*44'OD"W 1' G Q� OINT VF � REGF�c�0 1 L16-7 N28-59'52W N21'24 32"W 360.11' O GG�M`I''Q G,S'� BEGINNING�� 9? ���Pg ZRPG� L18 N1 9'57'46""W 146.618'' �6Gk 6�Q � L19 N16'41 05 W 100.00' J Efi� O�' 37 �j I \ CONICMON FIND L20 N01'37'08"E 161.89' 6 36 APPROXIMATEL21 N24'40'35"W 147.10' O►— — — — — — L22 N54'05'29"E 55.96' 3s SURVEY LIN �✓l9 3e N 123 N54'29'55"E 221.55' �•1' 39 34 M L24 553.56'26"W 177.40' SQA 60 0sO 40 332 O O 30 EASEMENT L25 554.29'55"W 70.67' 41 ip In C.C. D208022894 CONIC MON FIND CI S 1 5e 4z 31 CIRS CIRS O.P.R.T.C.T. 4. \ 57 43 \ 30 61 \ 5P6 SED \ 29 �j 2.436 ACRES 62 MOND ON, Ota WELL LEASE AGREEMENT PHAS 1 27 FOUR SEVENS OIL CO. LTD. 63 54 46 C.C.#D213134483 64 1 53 O 2 48 47 25 O.P.R.T.C.T. 65 � LANGLEY PARTNERS, LTD. 660 S0 d9 \ 223 IP 2X C.C.S{ D213025356 57 / OO O.P.R.T.C.T. 1 69 ~— CR . 221 j 69 NA E L• v c% 4 70 C. 4 9 \ 19 1 „ \ . . C ,e9�� ms i G�jPRo LEGEND 7d 73 72 '� 81 60 59 \ i16r SPMJP�Sj�PG tJ O.P.R.T.C.T• OFFICIAL PUBLIC RECORDS, TARRANT 66 65 64 63 62 56 1 1 4N a' N COUNTY, TEXAS X 71 70 69 68O 67 53 54 S5 56 5i 13 �� CIRS 5/8" IRON ROD WITH A 52 12 g0 YELLOW PLASTIC CAP 4, 49—sI -1 / 33 \ 17 N STAMPED "JACOBS" SET 36 35 34 10 CONIC MON CONCRETE MONUMENT IX 46 / 40 39 38 37 O 32\ 9 FND FOUND 30 31 a 2X \ 42 41 26 29 7 \ 45 — 4 25 26 27 3 6 dd 23 24 / 10\ 5 \ rt•® � 22 / 12 �� \ 4 21 / +5 14 9 3 IRS '1 F. 22 21 \ 17 0'6 , 6 2 ^� !_ .• • • Tn 1 X 18 7 4 5 6 ,b S T E R . I' 20 19 3 ,/ C1R5 C E,eJ .�E �Q, FO •.9..^�5 2 PROPOSED a y �i• ( iy• 20 / RICHMOND ADDITIO •�^ , . I 1X PHASE I < �• 1 ,•p,0 \ OB it PROPOSED p '2o0 o RICHMOND ADDITION, 'aj �,(3 eMICHAeeEL eJa.a BAeITUP00000 o PHASE b ..%..................... �aoe - \ 103.097 ACRES v, '.A 4574 ANNABELLE PARTNERS, LTD �y °j <".-OF 2 j 23 14 'x 13 2 �\ C.C.# D214045926 y�;•.•Ess ,.•y0 3 22 15 1 12 3 O.P.R.T.C.T. `' 0 S 1.1••v F. BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE, NAD83 (CORS96, J V EPOCH DATE 2002), DETERMINED BY GPS OBSERVATIONS BETWEEN JULIAN DAY 253, 2004 AND JULIAN DAY 259, 2004, CALCULATED FROM DENTON CORS ARP (PID-DF8986) AND ARLINGTON RRP2 CORS ARP (PID-DF5387). DATE: 08/20/14 EXHIBIT "A" SHEET SCALE: 1" = 400' 6.546 ACRES JA - BSo STORM WATER FACILITY 1999 BRYAN STREET, SUITE 1200 DRAWN BY: B.M.Y. OUT OF THE DALLAS, TEXAS 75201-3136 1 4 of 1 4 SAMUEL LOCKHART SURVEY ABSTRACT NO. 977 AND THE WILLIAM REDFIELD SURVEY, ABSTRACT NO. 1348 PHONE 214-638-0145 FAX 214-638-0447 CHECKED BY: M.J.B. IN THE CITY OF FT. 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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 9 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 clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip- Rap STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev.12/29/2014 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 11 Rev.12/29/2014