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HomeMy WebLinkAboutContract 57582 Date Received: 05/20/2022 Permit No.: SWFMA-22-0022 Time Received: 11:22 am City Secretary No.: 57582 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 19th day of May 2022, by and between Eagle Mountain-Saginaw Independent School District, acting by and through Clete Welch, its duly authorized Chief Operation Officer 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 being a portion of that certain tract of land described as Tract 2 situated in the T.&P.R.R. Company Survey, Abstract No. 1568, Tarrant County, Texas as described in deed to Eagle Mountain — Saginaw Independent School District, according to Instrument No. D207451969 of 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 Eagle Mountain-Saginaw High School #4, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 1 Rev.03/01/2022 BN WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, 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.03/01/2022 BN 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.03/01/2022 BN 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 owner's association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.03/01/2022 BN Executed this 19th day of May 2022. CITY- LANDOWNER: n gccpAGuJ EaglSIM untain a 'na Dana Burghdoff(Way 19,2 10 _dd 1 is iet 7� I Dana Burghdoff, Assistant City Manager City of Fort Worth Name: Clete Welch Date: May 19,2022 Title: Chief Operating Officer Date: 4/20/2022 Approved as to Form and Legality: Thomas Royce Hansen, Contract Compliance Manager: Assistant City Attorney II By signing I acknowledge that I am the City Attorney's Office person responsible Ma 18 2022 for the monitoring and administration of Date: y this contract, including ensuring all performance and reporting requirements. ATTEST: Janie S. Morales, Planning Manager J etteS.Goodall(May 20,20220T CDT) Development Services Jannette Goodall, City Secretary pioFORTo�j►oad May 18,2022 City of Fort Worth p��o o��� Date: �=0 g•ld Date: May 20,2022 w o S=d 00 d a'�o o�c� 000000000000 p da���EXASo4p OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev.03/01/2022 BN STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on May 19, 2022 by Dana Burghdoff,Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. Digitally signed by Biehson Bichson Nguyen N u e n Date:2022.05.19 o,�p.RYAGe/ BICH SON THI NGUYEN g Y 17:16:10-05'00' 2 Notary Public .►®* STATE OF TEXAS Notary Public, State of Texas Notary I.D. 133389224 9�OF My Comm.Exp.Oct. 13,2025 STATE OF Texas § COUNTY OF Tarrant § BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared Clete weld (name), chief operations Officer (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of Eagle Mountain-Saginaw TSD (entity, a School District (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �04 day of , 20 COM SL.ABODA p�4ARYAL@°� Notary � blie State of Notary Public, Stato of Texas Com€n. Expires 10-28-2024 Notary ID 332751547 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev.03/01/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev.03/01/2022 BN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . .. . . .. . . . . .. . . .. . . .. . .. . . .. . . . . .. . . .. . . .. . . .. . . .. .. . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . BOAS RAACH ROAD i � _.o . Q a00 (IIHHHHHHNIHHHHHHHHO 0 \ \ POND O \\ C\ \ _O O 1� oUMMUHMN \\ g Cb O CHANNEL ) o p \ o 04 o o❑ � 00 0U 0 0 O p ca a � _ II 0 00 �I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . .. . . .. .. . . .. . . .. . . .. . . .. . . . . . . . . . . . . . . Eagle Mountain—Saginaecatur w I.S.D. EXHIBIT A ad teague Hall & Perkins Fort Worth,Texas 76179 VICINITY MAP 5237 N.Riverside Drive,Suite 100 Fort Worth,Texas 76137 817.336.5773 ph 817.336.2813 fx TBPE Registration No.F-230 N www.tnpinc.com 0 300 600 Eagle Mountain-Saginaw ISD HS#4 LEGAL DESCRIPTION DETENTION EASEMENT ALL THAT CERTAIN TRACT OR PARCEL OF LAND BEING SITUATED IN THE T.&P.R.R.COMPANY SURVEY,ABSTRACT NO. 1568, TARRANT COUNTY, TEXAS,BEING A PORTION OF THAT CERTAIN TRACT OF LAND DESCRIBED AS TRACT 2 IN DEED TO EAGLE MOUNTAIN-SAGINAW INDEPENDENT SCHOOL DISTRICT,RECORDED IN INSTRUMENT NO.D207451969,OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS,BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 3/8"REBAR FOUND AT THE NORTHWEST CORNER OF SAID EAGLE MOUNTAIN-SAGINAW INDEPENDENT SCHOOL DISTRICT TRACT 2,SAID POINT ALSO BEING ON THE SOUTH RIGHT OF WAY LINE OF BONDS RANCH ROAD; THENCE ALONG THE WEST LINE OF SAID EAGLE MOUNTAIN-SAGINAW INDEPENDENT SCHOOL DISTRICT TRACT 2,SOUTH 00 DEGREES 22 MINUTES 09 SECONDS EAST A DISTANCE OF 859.95 FEET TO A 5/8"REBAR FOUND; THENCE CONTINUING ALONG SAID WEST LINE,NORTH 89 DEGREES 29 MINUTES 47 SECONDS EAST A DISTANCE OF 189.20 FEET TO A 5/8"REBAR FOUND; THENCE NORTH 81 DEGREES 11 MINUTES 36 SECONDS EAST A DISTANCE OF 264.59 FEET TO THE POINT OF BEGINNING,SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 278.50 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 75 DEGREES 11 MINUTES 18 SECONDS,AN ARC LENGTH OF 365.47 FEET,BEING SUBTENDED BYA CHORD BEARING SOUTH 28 DEGREES 17 MINUTES 11 SECONDS EAST A DISTANCE OF 339.81 FEET TO THE BEGINNING OF A CURVE CONCA VE SOUTHERLY HAVING A RADIUS OF 122.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117 DEGREES 37 MINUTES 08 SECONDS,AN ARC LENGTH OF 250.45 FEET,BEING SUBTENDED BYA CHORD BEARING SOUTH 68 DEGREES 07 MINUTES 02 SECONDS WEST A DISTANCE OF 208.73 FEET TO THE BEGINNING OF A CURVE CONCA VE SOUTHERLY HAVING A RADIUS OF 278.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16 DEGREES 55 MINUTES 13 SECONDS,AN ARC LENGTH OF 82.10 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 61 DEGREES 32 MINUTES 00 SECONDS WEST A DISTANCE OF 81.80 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 114.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 87 DEGREES 44 MINUTES 39 SECONDS,AN ARC LENGTH OF 174.58 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 26 DEGREES 07 MINUTES 17 SECONDS WEST A DISTANCE OF 158.02 FEET TO THE BEGINNING OFA CURVE CONCAVE EASTERLY HAVING A RADIUS OF 67.50 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44 DEGREES 28 MINUTES 19 SECONDS,AN ARC LENGTH OF 52.39 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 04 DEGREES 29 MINUTES 07 SECONDS WEST A DISTANCE OF 51.09 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 60.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 99 DEGREES 34 MINUTES 56 SECONDS,AN ARC LENGTH OF 104.28 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 23 DEGREES 04 MINUTES 12 SECONDS EAST A DISTANCE OF 91.64 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 165.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 30 DEGREES 31 MINUTES 46 SECONDS,AN ARC LENGTH OF 87.92 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 57 DEGREES 35 MINUTES 47 SECONDS EAST A DISTANCE OF 86.88 FEET TO THE BEGINNING OF A CURVE CONCA VE NORTHERLY HAVING A RADIUS OF 60.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 71 DEGREES 47 MINUTES 16 SECONDS,AN ARC LENGTH OF 75.18 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 78 DEGREES 13 MINUTES 32 SECONDS EAST A DISTANCE OF 70.35 FEET TO POINT OF BEGINNING, CONTAINING 106,181 SQUARE FEET OR 2.438 ACRES OF LAND,MORE OR LESS. 4P�E OF 7-F� �J oi,:�F.O�STEgFogS >IFr • ROBERT T HIDELL ................L. ROBERT T HIDELL % o •6583 „ TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR,NO.6583 OF t;'�� 9,1,•..ESS.., A DATE:APRIL 7,2022 D SUR�r` DATE:04/07/2022 JOB NO.:20021 F DRAWN BY.OP SHEET 1 OF 4 DETENTION EASEMENT MARSHALL LANCASTER & ASSOCIATES, INC. 2.4N ACRES OUT OF CONSULTING LAND SURVEYORS TRACT'2'EAGLE MOUNTAIN-SAGINAW I.S.D. land title surveys topography subdivision plaffin_q INSTRUMENT NO. D207451969, O.P.R.T.C.T. retail,commercial and industrial construction surveying CITY OF FORT WORTH,TARRANT COUNTY,TEXAS 1864 Norwood Drive, Suite E, Hurst TX 76054 metro(817)268-8000 fax(817)282-2231 www.mla-survey.com firm no.10045100 COURSE TABLE COURSE BEARING DISTANCE L1 R=278.50' A:365.47' Tan:214.43' CA:75°1V18" Chd:N28°1T11"W 339.8V L2 R=122.00' A:250.45' Tan:201.52' CA:117'37'08" Chd:N 68°07'02"E 208.73' L3 R=278.00' A:82.10' Tan:41.35' CA:16°55'13" Chd:S 61°32'00"E 81.80' L4 R=114.00' A:174.58' Tan:109.60' CA:87'44'39" Chd:S 26'07'17"E 158.02' L5 R=67.50' A:52.39' Tan:27.60' CA:44'28'19" Chd:S 04°29'07"E 51.09, L6 R=60.00' A:104.28' Tan:70.98' CA:99°34'56" Chd:S 23'04'12"W 91.64' L7 R=165.00' A:87.92' Tan:45.03' CA:30°31'46" Chd:S 57°3547"W 86.88' L8 R=60.00' A:75.18' Tan:43.42' CA:71°47'16" Chd:S78°13'32"W 70.35' GENERAL NOTES 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS COORDINATE SYSTEM NORTH CENTRAL ZONE(NAD 83)DERIVED FROM GPS OBSERVATIONS USING THE DALLAS/FORT WORTH AREA VIRTUAL REFERENCE NETWORK(VRN). THE VRN IS MAINTAINED BYALLTERRA AND IS BASED ON TEXAS DEPARTMENT OF TRANSPORTATION REGIONAL REFERENCE POINTS(RRP). 2.OWNERSHIP REFERENCES SHOWN HEREON ARE BASED ON TARRANT APPRAISAL DISTRICT WEB PAGE DATA(WWW.TAD.ORG). 3. TITLE ENCUMBRANCE RESEARCH(SUCH AS EASEMENTS)SHOWN ON THIS SURVEY IS BASED ON INFORMATION CONTAINED IN SCHEDULE"B"OF A TITLE POLICY PREPARED BY ALLIANT TITLE INSURANCE COMPANY POLICY NUMBER:TXO 151275,DATE OF POLICY:DECEMBER 20,2007 AT 4:21 PM AND EASEMENT SEARCHES PREPARED BY PROVIDENCE TITLE COMPANY,GF NO. 124002974,DATED MARCH 12,2020,EFFECTIVE MARCH 4, 2020 AND GF NO. 124003181,DATED APRIL 6,2021,REVISED APRIL 23, 2021,EFFECTIVE MARCH 24,2021.REFERENCE IS MADE TO SAID POLICYAND EASEMENT SEARCHES RECORD DOCUMENTS LISTED THEREIN FOR FULL PARTICULARS.EASEMENTS AND OTHER TITLE ENCUMBRANCES,BOTH RECORDED AND UNRECORDED,MAY EXIST THAT ARE NOT CONTAINED WITHIN SAID TITLE POLICY AND EASEMENT SEARCHES(AND THEREFORE NOT SHOWN ON THIS SURVEY).MARSHALL LANCASTER&ASSOCIATES,INC.MAKES NO REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF SAID TITLE ENCUMBRANCE RESEARCH. 4.IMPROVEMENTS MAY EXIST THAT ARE NOT SHOWN ON THIS EXHIBIT. DATE:0410712022 JOB NO.:20021 F DRAWN BY.OP SHEET 2 OF 4 DETENTION EASEMENT MARSHALL LANCASTER & ASSOCIATES, INC. 2.438 ACRES OUT OF CONSULTING LAND SURVEYORS TRACT'2'EAGLE MOUNTAIN-SAGINA W I.S.D. land title surveys •topography•subdivision platting INSTRUMENT NO. D207451969, O.P.R.T.CS retail,commercial and industrial construction surveying CITY OF FORT WORTH,TARRANT COUNTY,TEXAS 1864 Norwood Drive, Suite E, Hurst TX 76054 metro(817)268-8000 fax(817)282-2231 www.mla-survey.com firm no.10045100 I I N' av I oNO� _V I I N Oyu Y] a Cl) _ a c u�, ��L rl O2 Q O Q y - � c = � E co I I `Lo �p co ZO I I I bb�.� CO y cncn m a oQ t- � OC.N I Z `o' luj J o � aN W W 0 cn (� E. O N Q >�CL. I I uW74 � Y ►� Z � � c�o VI y m or: � •- n,>� I w � ,, aQo z � ; - I W (gp �r Q Qy N 0 I U " p J ? 0 Q J C W J Z y = o Q I ? g m Q � �, y O cn Z O U J J CZ °° Uco o co a Jam ° � � � '' a �Icn V � I-l� W = (=j ~ ZWWO cr. Y o cc I z ° IJ oo = Uj I c 0 a w Z Co o I I z I Cy N Q o W p Q � N I m w I I za > N i C. 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B b � .s'e 2.6g Z.0 S ¥ \ m kd U uj to § ± / ® Eb _ ; [ \ 322C LU(D \ § F § % u /\\ / \\\ 2 co ox« ) & � W Q szm/ e21 � k2 � / co § u 6)\ \ ° cn /&E6n / §$ H1�lON LU0L 0U- «§ B LLV) UL 3 o 3 ujco J 00 0\/ \ � ~0 a \ R « / * % e & d / d LEGAL DESCRIPTION DRAINAGE EASEMENT ALL THAT CERTAIN TRACT OR PARCEL OF LAND BEING SITUATED IN THE T.&P.R.R.COMPANYSURVEY,ABSTRACT NO. 1568, TARRANT COUNTY TEXAS,BEING A PORTION OF THAT CERTAIN TRACT OF LAND DESCRIBED AS TRACT 2 IN DEED TO EAGLE MOUNTAIN-SAGINAW INDEPENDENT SCHOOL DISTRICT,RECORDED IN INSTRUMENT NO.D207451969,OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS,BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 318"REBAR FOUND AT THE NORTHWEST CORNER OF SAID EAGLE MOUNTAIN-SAGINAW INDEPENDENT SCHOOL DISTRICT TRACT 2,SAID POINT ALSO BEING ON THE SOUTH RIGHT OF WAY LINE OF BONDS RANCH ROAD; THENCE ALONG THE NORTH LINE OF SAID EAGLE MOUNTAIN-SAGINAW INDEPENDENT SCHOOL DISTRICT TRACT 2 AND SAID SOUTH RIGHT OF WAY LINE OF BONDS RANCH ROAD,NORTH 89 DEGREES 23 MINUTES 42 SECONDS EAST A DISTANCE OF 293.71 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTH LINE OF SAID EAGLE MOUNTAIN-SAGINAW INDEPENDENT SCHOOL DISTRICT TRACT 2 AND SAID SOUTH RIGHT OF WAY LINE OF BONDS RANCH ROAD, NORTH 89 DEGREES 23 MINUTES 42 SECONDS EASTA DISTANCE OF 80.06 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 205.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 47 DEGREES 25 MINUTES 51 SECONDS,AN ARC LENGTH OF 169.70 FEET,BEING SUBTENDED BYA CHORD BEARING SOUTH 21 DEGREES 23 MINUTES 01 SECONDS WEST A DISTANCE OF 164.90 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 125.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 59 DEGREES 58 MINUTES 06 SECONDS,AN ARC LENGTH OF 130.83 FEET,BEING SUBTENDED BYA CHORD BEARING SOUTH 15 DEGREES 06 MINUTES 54 SECONDS WEST A DISTANCE OF 124.94 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 165.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 51 DEGREES 45 MINUTES 42 SECONDS,AN ARC LENGTH OF 149.06 FEET,BEING SUBTENDED BYA CHORD BEARING SOUTH 11 DEGREES 00 MINUTES 41 SECONDS WEST A DISTANCE OF 144.05 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 270.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74 DEGREES 34 MINUTES 09 SECONDS,AN ARC LENGTH OF 351.40 FEET,BEING SUBTENDED BYA CHORD BEARING SOUTH 00 DEGREES 23 MINUTES 32 SECONDS EASTA DISTANCE OF 327.12 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 175.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 34 DEGREES 57 MINUTES 58 SECONDS,AN ARC LENGTH OF 106.80 FEET,BEING SUBTENDED BYA CHORD BEARING SOUTH 20 DEGREES 11 MINUTES 38 SECONDS EASTA DISTANCE OF 105.15 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 80.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 48 DEGREES 16 MINUTES 55 SECONDS,AN ARC LENGTH OF 67.41 FEET,BEING SUBTENDED BYA CHORD BEARING SOUTH 26 DEGREES 51 MINUTES 06 SECONDS EASTA DISTANCE OF 65.44 FEET; THENCE SOUTH 50 DEGREES 59 MINUTES 33 SECONDS EAST A DISTANCE OF 231.38 FEET,- THENCE SOUTH 03 DEGREES 27 MINUTES 35 SECONDS EASTA DISTANCE OF 285.11 FEET TO THE WEST LINE OF SAID EAGLE MOUNTAIN-SAGINAW INDEPENDENT SCHOOL DISTRICT TRACT 2; THENCE ALONG SAID WEST LINE,SOUTH 89 DEGREES 39 MINUTES 07 SECONDS WEST A DISTANCE OF 100.15 FEET; THENCE NORTH 03 DEGREES 27 MINUTES 35 SECONDS WEST A DISTANCE OF 262.75 FEET,' THENCE NORTH 50 DEGREES 59 MINUTES 33 SECONDS WEST A DISTANCE OF 169.04 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 160.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 48 DEGREES 16 MINUTES 55 SECONDS,AN ARC LENGTH OF 134.83 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 26 DEGREES 51 MINUTES 06 SECONDS WEST A DISTANCE OF 130.87 FEET TO THE BEGINNING OFA CURVE CONCAVE WESTERLY HAVING A RADIUS OF 95.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 34 DEGREES 57 MINUTES 58 SECONDS,AN ARC LENGTH OF 57.98 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 20 DEGREES 11 MINUTES 38 SECONDS WEST A DISTANCE OF 57.08 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 350.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74 DEGREES 34 MINUTES 09 SECONDS,AN ARC LENGTH OF 455.52 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 00 DEGREES 23 MINUTES 32 SECONDS WEST A DISTANCE OF 424.04 FEET TO THE BEGINNING OFA CURVE CONCAVE WESTERLY HAVING A RADIUS OF 85.00 FEET,- THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 51 DEGREES 45 MINUTES 42 SECONDS,AN ARC LENGTH OF 76.79 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 11 DEGREES 00 MINUTES 41 SECONDS EASTA DISTANCE OF 74.21 FEET TO THE BEGINNING OFA CURVE CONCAVE EASTERLYHAVING A RADIUS OF 205.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 59 DEGREES 58 MINUTES 06 SECONDS,AN ARC LENGTH OF 214.56 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 15 DEGREES 06 MINUTES 54 SECONDS EASTA DISTANCE OF 204.90 FEET TO THE BEGINNING OFA CURVE CONCAVE WESTERLY HAVING A RADIUS OF 125.00 FEET,' THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 48 DEGREES 32 MINUTES 12 SECONDS,AN ARC LENGTH OF DATE:0410712022 105.89 FEET,BEING SUBTENDED BYA CHORD BEARING NORTH 20 DEGREES 49 MINUTES 51 SECONDS EASTA DISTANCE OF JOB NO.:20021 F 102.75 FEET TO THE POINT OF BEGINNING,CONTAINING 124,241 SQUARE FEET OR 2.852 ACRES OF LAND,MORE OR LESS. DRAWN BY.OP SHEET 1 OF 5 DRAINAGE EASEMENT MARSHALL LANCASTER & ASSOCIATES, INC. 2.852 ACRES OUT OF CONSULTING LAND SURVEYORS TRACT'2'EAGLE MOUNTAIN-SAGINAW I.S.D. land title surveys topography subdivision plaffin_q INSTRUMENT NO. D207451969, O.P.R.T.C.T. retail,commercial and industrial construction surveying CITY OF FORT WORTH,TARRANT COUNTY,TEXAS 1864 Norwood Drive, Suite E, Hurst TX 76054 metro(817)268-8000 fax(817)282-2231 www.mla-survey.com firm no.10045100 COURSE TABLE COURSE BEARING DISTANCE L 1 N 89'2342"E 80.06' L2 R=205.00' A:169.70' Tan:90.05' CA:47'25'51" Chd:S 21'23'01"W 164.90' L3 R=125.00' A:130.83' Tan:72.12' CA:59'58'06" GENERAL NOTES Chd:S 15"0 w 4 L4 R=165.0000, A::149.09.06' Tan:80.05' CA:51'45'42" 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS COORDINATE Chd:S 11'00'41"W 144.05' SYSTEM NORTH CENTRAL ZONE(NAD 83)DERIVED FROM GPS OBSERVATIONS L5 R=270.00' A:351.40' USING THE DALLAS/FORT WORTH AREA VIRTUAL REFERENCE NETWORK Tan:205.57' CA:74'34'09" (VRN). THE VRN IS MAINTAINED BYALLTERRA AND IS BASED ON TEXAS Chd:S 00'2332"E 327.12' DEPARTMENT OF TRANSPORTATION REGIONAL REFERENCE POINTS(RRP). L6 R=175.00' A:106.80' 2.OWNERSHIP REFERENCES SHOWN HEREON ARE BASED ON TARRANT Tan:55.12' CA:34'57'58" APPRAISAL DISTRICT WEB PAGE DATA(WWW.TAD.ORG). Chd:S 20'11'38"E 105.15, L7 R=80.00' A:67.41' 3. TITLE ENCUMBRANCE RESEARCH(SUCH AS EASEMENTS)SHOWN ON THIS Tan:35.85' CA:48'16'55" SURVEY IS BASED ON INFORMATION CONTAINED IN SCHEDULE"B"OF A TITLE Chd:S 26'51'06"E 65.44' POLICY PREPARED BY ALLIANT TITLE INSURANCE COMPANY POLICY NUMBER: L8 S 50'5933"E 231.38' TXO 151275,DATE OF POLICY:DECEMBER 20, 2007 AT 4:21 PM AND EASEMENT L9 S 03'2735"E 285.1 V SEARCHES PREPARED BY PROVIDENCE TITLE COMPANY,GF NO. 124002974, L 10 S 89'39'07"W 100.15, DATED MARCH 12,2020,EFFECTIVE MARCH 4,2020 AND GF NO. 124003181, L11 N 03'2735"W 262.75' DATED APRIL 6,2021,REVISED APRIL 23,2021,EFFECTIVE MARCH 24,2021. L12 N 50'5933"W 169.04' REFERENCE IS MADE TO SAID POLICYAND EASEMENT SEARCHES RECORD L13 R=160.00' A:134.83' DOCUMENTS LISTED THEREIN FOR FULL PARTICULARS.EASEMENTS AND Tan:71.71' CA:48'16'55" OTHER TITLE ENCUMBRANCES,BOTH RECORDED AND UNRECORDED,MAY Chd:N 26°51'06"W 130.87' EXIST THAT ARE NOT CONTAINED WITHIN SAID TITLE POLICYAND EASEMENT L14 R=95.00' A:57.98' SEARCHES(AND THEREFORE NOT SHOWN ON THIS SURVEY).MARSHALL Tan:29.92' CA:34'57'58" LANCASTER&ASSOCIATES,INC.MAKES NO REPRESENTATION AS TO THE Chd:N 20'11'38"W 57.08' ACCURACY OR COMPLETENESS OF SAID TITLE ENCUMBRANCE RESEARCH. L 15 R=350.00' A:455.52' Tan:266.48' CA:74'34'09" 4.IMPROVEMENTS MAY EXIST THAT ARE NOT SHOWN ON THIS EXHIBIT. Chd:N 00°2332"W 424.04' L 16 R=85.00' A:76.79' Tan:41.24' CA:51'45'42" Chd:N 11'00'41"E 74.21' L17 R=205.00' A:214.56' Tan:118.28' CA:59'58'06" Chd:N 15'06'54"E 204.90' L 18 R=125.00' A:105.89' Tan:56.36' CA:48'32'12" Chd:N 20'49'51"E 102.75' E OF TF� / ✓ ems'-=� �; E�'E`9S R08ERT T HIDELL ROBERT T HIDELL 40 6583 „ TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR,NO.6583 �' ..OFESS\Q�:'O� DATE:APRIL 7,2022 �� Ey SU RV DATE:04/07/2022 JOB NO.:20021 F DRAWN BY:OP SHEET 2 OF 5 DRAINAGE EASEMENT MARSHALL LANCASTER & ASSOCIATES, INC. 2.852 ACRES OUT OF CONSULTING LAND SURVEYORS TRACT'2'EAGLE MOUNTAIN-SAGINA W I.S.D. land title surveys •topography•subdivision platting INSTRUMENT NO. D207451969, O.P.R.T.CS retail,commercial and industrial construction surveying CITY OF FORT WORTH,TARRANT COUNTY,TEXAS 1864 Norwood Drive, Suite E, Hurst TX 76054 metro(817)268-8000 fax(817)282-2231 www.mla-survey.com firm no.10045100 I I .7 I I � N Oyu Y] V c \N m C � co :ZW = u om ' a+co O s Y Z VE► Zco �- IZJ6 CO ° y O � 0oO QO W �y Q c I I i s Q JW O IX a, Z c cq 3 �a 3 Q(N I zM O ? O W �m I W W JF--Z Z C E. O N as I WQ UJ Z V QZ oaaao taco vJy ! 00 ^ Ul WM � aZC9 ZW d co ZLU a � 2 ZWW W JO y a Q � WWct JI JV o Z T co W N (=j� ►cue •� °�° r: ell LUyOR cc I z ° oZ' w =IJ ? N � I am �o w a I o " o I £7 P7 I Q N I m W I Za > �lQ cmI C. zi 917 W ULQOj Zz I I W � WO � OZ °e�' z m W I I Wad WE' Dcj ~ I co O � Z QcoU QLU WUu CX = N � Ve I UM ~ LO W ^ � � C100ZF oa Qg I a U. 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HOW 411--H ----------------------- SVX31 I HINOMIUOJ IOOq3S 461H uielunoW ejBe3 (ISI MVNI9VS-NIV-LNnm 3-1ov3 Jill Ik -I ff art_ -I— — — — — — — — — — — — — — — — — — — — - o L Lwo wz -j aw CO a w .0 0 0 LU 0 0 0 0 0 al p� pro > C) — - - - - - - - - - - - - - - - - - - - - - - - - - - - - r — MATCHLINE-SEE SHEET L1.13 u Q M_ LLi IL ss c � Jill — — — =l'L=133=S 33=-3NIlHD1tlW — — — — _ — — — — — m i a p a �3 I m d I m CL m Y w a F � p W w a in w 04" ------------------------------- ........... .......... 3; sh ,,SY ,,,,,,,,,,,,; ; ., ; ; ; ... �km . . . ...... . ........ . ....... a . .................... ..........-- ..---, ......... ..... .......... ... . - 4 �9 I I e� 8� >g I 'o3w 9 .. .......... ............ ................... ........................ .......................... ............. I awg� `a' z6: op— 155 8 I —���p3gs � I I I SVX31 I HINOMIUOJ 1OOq3S LIBIH uielunoW ejBe3 (ISI MVN19VS-N1V-LNnm 3-1ov3 Jill 1k -I 6l 1 133HS 338-3NIIHOlVA - - - - - - - - - - - - - - - - .......... ............... 0. .......... ............. LU ............ .......... ......... ............ IT. u ' © e L') LLi ss c �a` Jill IL T I 1 m w I Q J a A m Q w vW I � Z O wQ, a �i a ............... ff... .....,f4fii .ff�K;f4iK C Y�ifi[ if4Y[ iif0[ . i.... 4... •fi1f�41fif ,Y �.'� MATCHLINE-SEE SHEET L114 , 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 pondibasin 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 10 Rev.11/19/2020 JLE ;Qj E u E t o a) a > Q i U C rn Z u, CD a z � Z d O ca c c c c c c c c c c N p Z Q F= F= E E E E E E E E E E E E E H CD O O O O O O o 0 0 o O o 0 0 0 > U U U U U U U U U U U U U U U W LL i0 O O O O o 0 0 0 0 0 O O O O O J Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 5 I w w co co En En co cn En co En w cn w w cn m O � � x A� LL 0 � Cl. Eof cn a U. W J . C'. Cl. 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