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HomeMy WebLinkAboutContract 57041 Date Received: 01/26/2022 Permit No.: SWFMA-21-0083 Time Received: 9.24 am City Secretary No.: 57041 DRAINAGE CHANNEL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of January 19 , 20 22 by and between Quail Valley Devco III, LLC, acting by and through Seth Carpenter, and its duly authorized Vice President,hereinafter referred to as "Landowner", the Walsh Homeowners Association I, 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 certain real property described as an approximately 5,815 square foot tract located in the I&G.N.R.R. Survey, Abstract No. 2001, Fort Worth, Parker County, Texas according to the Special Warranty Deed recorded in Volume 1699, Page 1765, Deed Records, Parker County, Texas, and in Volume 12624, Page 92, Deed Records, Tarrant County, Texas, hereinafter called the"Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Walsh Ranch — Quail Valley — Planning Area 3 East (PA3E), 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 Drainage Facilities be constructed and maintained on a portion of the Property; and; OFFICIAL RECORD i CITY SECRETARY STORM WATER FACILITY MAINTENANCE AGREEMENT FT.WORTH, TX Rev.11/19/2020 JLE 4 (ff I f WHEREAS,the City requires that on-site Drainage Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including 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,the City requires that on-site Drainage Facilities ("Facility") as shown i on the Plan be constructed, and Developer has constructed a facility to be adequately maintained and owned by the Association, the location and dimensions of which is shown on the attached Exhibit"B" ("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: E ['! 1. The Association, its successors and assigns, shall adequately construct and maintain the on-site Drainage Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, I attached as Exhibit "B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Drainage Facility includes all pipes, channels or other conveyances built to convey storm water to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Storm Water 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 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 STORM WATER FACILITY MAINTENANCE AGREEMENT 2 Rev.11/19/2020 JLE cover the entire Facilities,berms, outlet structure,pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The 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 Association, its successors and assigns, fails to maintain the Facility in good working condition acceptable to the City, the City, its rt 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 I 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 the Association's. C 5. The Association, its successors and assigns, will perform the work necessary to I 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 Association, 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 the Association, 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 Association. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the STORM WATER FACILITY MAINTENANCE AGREEMENT 3 Rev.11/19/2020 JLE 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 ASSOCIATION AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. THE ASSOCIATION COVENANTS AND AGREES 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 OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE POND, AND (3) AND FAILURE OF THE POND AND ITS BANK TO OPERATE IN A i MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA t TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. The 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. The 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 F would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, and shall constitute a covenant rumling with the land, and shall be STORM WATER FACILITY MAINTENANCE AGREEMENT 4 Rev.11/19/2020 JLE I'i binding on the Association, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. Executed this 19th day of January 20 22 LANDOWNER: Quail Valley Devco III, LLC a Texas limited liability company CITY: By: RPG QVR, LLC a Texas limited liability company c= -fL DJHa 19,2022 15:15 CST) DJ Harrell, Development Services Director City of Fort Worth Name: Seth Carpenter Title: Vice President Date: Jan 19,2022 Date: 1 2-- , I ASSOCIATION: s Approved as to Form and Legality: Walsh Homeowners Association I,Inc. Christa R.Lopez-Reynolds(Jan 19,2 214 ST) Cluista R. Lopez-Reynolds, r Sr. Assistant City Attorney City Attorneys Officer�- Title: ce (eS(o12V►-� Date: Jan 19,2022 Date: Ar Z ATTEST: IF r 04�40R °°°°°°°° pp�� °'pa� Contract Compliance Manager: �~0 0�d By signing I acknowledge that I am the .II ° Jannette S.Goodall(Jan 26,2022 08:15 CST) Y ° 0 Y person responsible Jannette Goodall, �0�,' 0 °° for the monitoring and administration of CitySecretaryd °°°°° Cit of Fort Worth a��nEXAs-o4p this contract, including Y ensuring all performance and reporting Date: Jan 26,2022 requirements. Janie S. Morales, Planning Manager Development Services Date: Jan 19,2022 OFFICIAL RECORD STORM WATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY Rev.11/19/2020 JLE FT.WORTH, TX STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on Jan 19, 2022 by DJ Harrell, Director of Development Services of the City of Fort Worth, on behalf of the City of Fort Worth. Bichson Digitally signed by Bichson Nguyen ,p,RY PG6 BICH SON THI NGUYEN Nguyen Date:2022.01.20 _ Notary Public 15:24:02-06'00' *®+ STATE OF TEXAS ' N P Notary I.D. 133389224 Notary Public, State of Texas vrFOF�I My Comm.Exp.Oct. 13,2025 I STATE OF x Cl 5 § COUNTY OF ��� S § E E BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared ' (name), S dm (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 q� I ' (entity), a (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _day of �AAV(A/� 20 -tip,,, Notary Pu ic, State of '°�ta)(a� Mary Catherine Southworth My Commission Expired * 9/10/2026 Notaryy ID of 133326426 OFFICIAL RECORD CITY SECRETARY FT.WORTH, TX STORM WATER FACILITY MAINTENANCE AGREEMENT Rev.11/19/2020 JLE 6 STATE OF 'A�Y 6 � § COUNTY OF V61 C § This instrument was acknowledged before me on TZ by, C' .�(„ �a� o-( --� e/' , authorized representative, acting on behalf of Homeowners Association. Mary Catherine Southworth v = My Commission Expires Notary Pu lic, State of * 911=025 No ID 133326426 i E I ((I t [I ppI' 1' E OFFICIAL RECORD CITY SECRETARY FT.WORTH, TX STORM WATER FACILITY MAINTENANCE AGREEMENT 7 Rev.1 1/1 912020 JLE 1 1 HIDDEN FALLS DR. E. �ESMT. 1 WALSH AV \ \ \ i \ \ \ MEADOW CROSS DR. I 4 1 N 1 Q 1 �I Z \ U �I in o 0 Q s � 3 t > U t. Z W \ \ \ W \ \ \ I December 9, 2021 M KEY MAP Scale: 1' = 160' 'o a WALSH RANCH a QUAIL VALLEY-PA3E PLANNING AREA 3 EAST 0 m FUU`OL IA V a w ►&-ZokM r,a Fort wort, WO Ward 7%8lr*A BUNS WO Fort Waft,Twm 78X*-4M LLExhibit A Ph"'M Rm cem SW-= Page I of 4 DRAINAGE EASEMENT 0.1335 ACRES BEING a tract of land situated in the I.&G.N.R.R.CO.Survey,Abstract No. 2004, Parker County,Texas and being a portion of a tract of land described in instrument to Walsh Ranches Limited Partnership as recorded in Volume 1699, Page 1765, Deed Records, 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"Dunaway"on the easterly right- of-way line of Walsh Ranch Parkway(a variable width right-of-way)as recorded in Cabinet D,Slide 637, Plat Records, Parker County,Texas; THENCE,South 44 degrees 17 minutes 20 seconds East,departing the easterly right-of-way line of said Walsh Ranch Parkway,a distance of 117.79 feet to the POINT OF BEGINNING from which a 5/8 inch iron rod found with plastic cap stamped"Dunaway"on the easterly right-of-way line of said Walsh Ranch Parkway bears South 49 degrees 14 minutes 19 seconds West a distance of 45.68 feet,said point being the beginning of a non-tangent curve to the right having a central angle of 15 degrees 47 minutes 09 seconds,a radius of 89.00 feet and being subtended by a chord which bears North 32 degrees 54 minutes 27 seconds East a distance of 24.44 feet; THENCE,along said non-tangent curve to the right an arc distance of 24.52 feet to a point for corner; i THENCE,South 22 degrees 00 minutes 00 seconds East a distance of 296.39 feet to a point for corner; THENCE,South 63 degrees 51 minutes 06 seconds West a distance of 20.05 feet to a point for corner; THENCE, North 22 degrees 00 minutes 00 seconds West a distance of 283.78 feet to the POINT OF BEGINNING and containing 0.1335 Acres or 5,815 Square Feet of land, more or less. t BASIS OF BEARINGS: Bearings are based on the Texas State Plane Coordinate System, North Central Zone(4202) North American Datum 1983(2011). For Huitt-Zollars, Inc. � •OF•r � P •otisrF �..{- I Mitchell S. Pillar ro; Registered Professional Land Surveyor .N.TCtiE�LSAGUtd...LLAR Texas Registration No.5491 . 'q '�491••..... Huitt-Zollars, Inc. 92 Firm Registration No. 10025600 �Y 11d 5430 Lyndon B.Johnson Freeway Suite 1500 Dallas,Texas 75240-2675 Ph. (214) 871-3311 Email: Oillar@huitt-zollars.comDate: December 15,2021 Page 1 of 2 J:\Survey\30306100-Walsh Ranch\02-Quail Valley\PHASE 2A-Village\plats\wp\SWFMA Drainage Easement 2-rev 1.doc Exhibit A Page 2 of 4 =r /----- o = m � �pww (D m En J min N Q mD W- ZE OGr-" Tdl Q w `no 0 vN0° m� p b" n ° m m v CA -C\ (Q�Z Z-� n O u I T1NpV) �._300 �X D v, o cn Awo' o 7 o m o co C7 d��d m m T o H o 9Nlp j�6 Q 3 j m 1 c�4 t� N K Z� 0 o �y� 1 V �AG � � oo m v � > Xc �� D Zz AM ° m � coz0 >� rn - -n0Z � � � � � ' � O � MX8, m Z �D� f Ln o � A Z Q " z �7 � � -n z rn A D m co No 0 Zi > tiv�' 6 o CJ 0 O O Ib );p G. O Z T 0 z 0 oZ m � * > m co C� 0 0 O LA m "� � � � Z 0mtrnn Z � Qmm Z —I m :U �- C3 (�. N Z O ! > � (O � � O G G) -n o p N� IGD7m rZ z � Z MD N '° � `00° `�',�' > cn �\ � m ZZ � N N c?o �� rn O N _0 M aoop4ZZN Ncn D � r W gro _ N DyC7o mm > (5) i m Qn � D Z ) .'t01 N rnrn Exhibit A Page 3 of 4 *----------------------------------------------------------------------------- * Prepared by: Huitt-Zollars, Inc. * Routine: Reduce Map Check File Coord File: MAPCHK.crd 12/15/21 7:59:34 * Input Scale Factor: 1.000000000 Output Scale Factor: 1.000000000 *----------------------------------------------------------------------------- Correct Ending Coordinates, North:0.00000 East:0.00000 Ending Coordinates, North:-0.00639 East:0.00546 Error, N:-0.00639 E:0.00546 Total:0.00840 Brg: N 40°33'03"W Distance Traversed:624.66333 Closure:74331 No Adjustment Bearing Distance Northing Easting Elevation Point ID i 0.00000 0.00000 10029 CURVE DEF:Arc CURVE DIR: CW RAD:89.00000 LEN: 24.52081 TAN: 12,33856 CEN.ANG: 15°47'09" CHORD: 24.44333 MO:0,84315 EXT:0.85121 DEGREE:64°22'38" SEG: 13.75260 TR1: 1077.42363 SEC: 1091.17623 E S 64°59'07"E 89.00000 -37.63355 80.65182 10030 E PC->RP i N 49°11'S8"W 89.00000 20.S2137 13.27968 10031 I ` RP->PT f N 32°54'27"E 24.44333 20.52137 13.27968 10031 PC->PT S 22°00'00"E 296.39000 -254.28665 124.30933 10032 S 63°51'06"W 20.05000 -263.12262 106.31132 10033 N 22°00'00"W 283.78000 -0.00639 0,00546 10034 Approx:Sq. 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Fort Worth 500 Wit 7M 9"K a3"300 w Fort Worth,Texas 76=-4773 Exhibit B Ph"MM:ems,Woo Fax M 335-102.'9 Page 6 of 9 "A"42") "D" (33") rL INLET, TYP A I I A I I 0 - 07 I I I GRATE AND FRAME EQUAL TO NEENAH FOUNDARY COMPANY R-3540 PLAN SEE DETAIL A 0 (SHEET 2 OF 2) CD 0 � I I Q G L — — — — — — — J X z Q o U � _ a = canes - z J a 3i1 U) 2 4 - TYP J C:) a d _> to w c� M 'z c7 Lu w 0 u� o _ m � Q a rr ro 4" 4" December 9, 2021 6 EXHIBIT B2 o SHEET 1 OF 2 TYP a BARS B SPACING WALSH RANCH EQ SPA 12" MAX QUAIL VALLEY- PA3E " PLANNING AREA 3 EAST N O SECTION A Urff �^ 1 JUARS w 4'x4' G RATE INLET HA-Z«&MW. Fort Worth soo Wit 7%Street, %is WO N.T.S Fort Worth,Texas 7OW2-4M LL Exhibit B Ph "O tM 335-300° Fax @SM 3w->t) Page 7 of 9 0 N 0'-8" "A" MINUS 51211 "B" MINUS 5 2" BARS B (#4) r "A" MINUS 5 2" "B" MINUS 52" BARS L (#4) "A" MINUS 4" "B" MINUS 4" BARS M (#4) BARS V1 (#4) CD Q LL m GRATE AND FRAME Q EQUAL TO NEENAH FOUNDARY J D„ COMPANY R-3540 U N x w a LL 3 "' 33" FORMED _ HOLE U Z C7 uj W 0 u] O W m Q a DETAIL A December 9, 2021 m EXHIBIT B2 m SHEET 2 OF 2 0 a WALSH RANCH QUAIL VALLEY- PA3E m PLANNING AREA 3 EAST N O N T HUrff ZO]L..,[!r ARC\S w 4'x4' G RATE INLET HA-Z«&Mbo. FWtW«rth Soo Wit 7th Street, ai"300 N T $ Fort Worth,Texas 78W2-4773 LL Exhibit B Ph"O MM 335-300° Fax @SM 3WIM Page 8 of 9 'ONI'SHVIIOZ-111nH b6b£OL NJO boLVLZO`Jdl OHdl IEVd-A3llNAl[Vl10-HONVHHSItlIN:3/\Hj SO1S1N3"3AOHdAI1H011i 3TiS3 9NlAVd']0VNlVHO H M1 S HJ iV,l%dON0110fRisN003Hi HOd SNVId BE'190£-DiH 'w +,�`�"t���i�a�vo,'•o�'i��Slll '"y" W e It of - Q z `g II i -u _ o�w - 0 w S9_ a a ,� Z 3 r -3 MEADOW GRASS LANE �II I\\�N [�2 I z rl 1 I PLEASANT RUN LANE 'r�rdlCltri��i/rrihll K�'h '� z �I lv` ii�.. ! / 1 s A 1 ( A ��\ /lh�y >III/ / y�' __ vvv d!1!/+rl11«rllr �w _ ^ ilii�J �U II/ iil/ll>1 IIII Q I< r - - -'-Yam''' '/ rlr �Ii�IQ / \\ ❑ 1/iP` \TY s'r��,\\\\`lr/\ 1 __ > w �" - F _ _ rc 1 c - Ill VI 12 IR - \ \ \ \ - �, �. �) l� \, _ m��w - 1\�� f�� /' 111 IIIIII IIII /¢w\/i /,-_. - \�`d �� 's..1/•-1 I\I 1\ll I1111I II YN / /J I/\ /11 /II II fII 11 I l I 1� sf I Illr I /l ^^I I l l I l l I I ll`> '-'I \ /✓ z - I x C _ EASTLEIGH DRIVE EASTLEIGH DRNEv V � v L It _ 11 / I 1 I` 11\\ I I 1 1III _ w o oam�m �wx�wo aaz mu r o` vIAWINDING i W WINDING CREEK CIRCLE r; EASTUS LANE /YI r y Ivi�4 r \ ligiMb`?->� � , m r _ 11/r�rj�i/�/Ire y.; /�'^�'� J1 � I ❑ 1 III\' r 11ryh„„,,�e brl 1 (ii/ cl MEA' OLLY LANE ll.a l`k�- to/♦ r ,� 1 \ I�` 7-1-�s�i Exhibit "C" CITY OF FORT WORTH DRAINAGE CHANNEL 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. I I 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. i 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 E mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION F+ • 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, e and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. E • 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. I+ti STORM WATER FACILITY MAINTENANCE AGREEMENT Rev.11/19/2020 JLE Exhibit "D" Drainage Channel Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Inspect irrigation s stem operation Remove grass clippings I Violations Noted MINOR INSPECTION Condition of Channel Amount of silt in I channel { 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 I MAJOR INSPECTIONS Condition of Drainage Channel Quality Structure Type of Drainage Channel Quality Structure Structure type and Condition Condition of Rip-Rap Condition of filtration STORM WATER FACILITY MAINTENANCE AGREEMENT Rev.11/19/2020 JLE system Berm or Embanlcment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation i i E i i I E E `r 'r r t STORM WATER FACILITY MAINTENANCE AGREEMENT Rev.11/19/2020 JLE i Ei