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HomeMy WebLinkAbout064507 - Construction-Related - Contract - CH Realty X-CE I Fort Worth MC820 Logistics, L.P.Date Received: 12/29/2025 permit No.: SWFMA-25-0019 Time Received: 8:50 a.m. City Secretary No.: 64507 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this �6th day of December 2025, by and between CH Realty X-CE I Fort Worth MC820 Logistics, L.P., a Delaware limited partnership, acting by and through David Sellers, its duly authorized Manager, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a 1.137 acre tract of land, and a 1.260 acre tract of land, situated in the Joseph Kirby Survey, Abstract No. 907, Tarrant County, Texas, and being a portion of a called 33,404 acre tract, known as Tract 1, according to the deed recorded in Document No. D225057675, 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 Marine Creek Industrial 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 � 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 "A1 and A2" ("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: L 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 E�ibit "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 ensure the 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, fail to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, 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 FACILITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on 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 26th December Executed this day of CITY OF FORT WORTH ; Jesica McEachern Assistant City Manager City of Fort Worth Date: 12/26/2025 Approved as to Form and Legality: M. �Cevl�r �n�l��s, �� M. Kevin Anders, II (Dec 19, 2025 13:54:33 CST) M. Kevin Anders, II City Assistant Attorney City Attorney's Office Date: 12/19/2025 ATTEST. �pORT�p ooF000a �dd a'a° �9d � � �� � / oVa o=d OGpA*a�'*>° \ �\� ,!� w . � ���n nE6p54� c.c�ilvl�A� � Jannette S. Goodall City Secretary Date: 12/29/2025 2025. LANDOWNER CH Realty X-CE I Fort Worth MC820 Logistics, L.P. a Delaware limited partnership By: MC820 Phase I CRE, LLC a Arizona limited liability company its General Partner By: Creation RE LLC a Arizona limited li�bility ,: f %' � � � / By: [�" SelXers Its: Ai thQr'tzed Signatory �,.- Date: �,����1/ ZC�2� Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting require� ents. Kandice Merrick Planning Manager Date: 12/19/2025 OFPICIAL RECORD CITY SECRETARY FT. WORTH, TX STORM WATER FACILITY MAINTENANCE AGREEMENT rJ Rev. 03l01/2022 BN STATE OF TEXAS COUNTY OF TARRANT �i � This instrument was acknowledged before me on December 26th, 2025 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. � �2�/�� Notary Public, State of Texas �{a P� KATNLEE�Y SRAUFORD � Naiary Pu61ic *�+ STRTE OF TEXAS "} � IVolary I.D. 12797197 oF My Comm. Exp. Apr. 72, 20Z7 LANDOWNER STATE OF �fk�t� COUNTY OF � L�I,S § § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas , on this day personally appeared David Sellers _ (name), Authorized Signatory (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 saine far the purposes and consideration therein expressed, as the act and deed of CH Realty X-CE I Fort Worth MC820 Logistics L.P. (entity), a Partnership (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day of ,r , 20 � � . �• MONICA M MARINO +�� � Notdry ID q8705840 � �,: My Commission Explres February 20, 2028 l ���1��� �,��t 11��- otary Public, Siate of STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 0310 7 /20 22 BN EXHIBITS "A1 and A2" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT A-> BEING A 1.137 ACRE TRACT OF LAND SIIUATED IN THE JOSEPH KIRBY SURVEY, ABS7F2ACT N0. 907, CITY OF FORT W TARRANT COUNTY TE%AS, AND BEING A PORTION OF A CALLED 33.404 ACRE TRACT, KNONRJ AS TRACT 1, AS DESCRIBED BY DEED TO CH REALN X—CE I FORT WORTH MC820 LOGISTICS LP, RECORDED IN COUNTY CLERK'S FILE N0. D225057675, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS, AND BEING MORE PAR7IWLARLY DESCRIBED BY METES AND BWNDS AS FOLLOWS: COMMENCING FROM 7HE NOR7HERNMOST INTERIOR ELL—CORNER OF SAID CALLED TRACT 1, 7HE SAME BEING 7HE NORTHERNMOST CORNER OF A CERTAIN TRACT OF LAND DESCRIBED AS 'PAD G", RECORDED IN COUNTY CLERK'S FILE N0. D208398066, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, lEXAS; 7HENCE 5 34' 29' S2" W, ALONG WEST LINE OF SAID ELL—CORNER OF CALLED TRACT 1, 30.45 FEET TO 7HE POINT OF BEGINNING; 7HENCE OVER AND ACROSS SAID CALLED TRACT 6, THE FOLL0INNG CALLS: 5 34' 29' S2' W, 290.31 FEET; N 65' 36' 17" W, 289.18 FEET; N 24' 23' 36' E, 43.45 FEET; N 13' 01' 00' W, 17.00 FEET; N 76' 59' 00' E, 127.13 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT; 7HENCE 22.78 FEET, 1NTH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 14.50 FEET, A DELTA OF 90' 00' 00', AND VMOSE LONG CHORD BEARS S 58' 01' 00" E, 20.51 FEET; 5 13' 01' 00' E, 40.50 FEET; N 7fi' 59' 00' E, 159.00 FEET; N 13' 01' 00' W, 40.50 FEET TO 7HE BEGINNING OF A CURVE TO THE RIGHT; 7HENCE 22.79 FEET, W1TH SAID CURVE TO hIE RIGHT, HANNG A RADWS OF 14.50 FEET, A DELTA OF 90' 03' 13", AND WHOSE LONG CHORD BEARS N 32' 00' 36' E, 20.52 FEET; N 7fi' S9' O6' E, 83.96 FEET; 5 13' 01' 00' E, 11.17 FEET; � S 55' 30' 08' E, 27.07 iEET TO THE POINT OF BEGINNING AND CONTAINING 49,536 S�UARE FEET OR p 1.137 ACRES OF LAND, MORE OR LE55. m � m 0 � n � I CURVE TABLE I � I CURVE RADIUS DELTA LENGTH CHORD BEARING CHORD I c� I C7 14.50' 90'00'00" 22.78' S58'01'00"E 20.51' I o I C2 14.50' 90'03'13" 22J9' N32'00'36"E 20.52' I �� a � I LINE TABLE �' � LINE BEARING LENGTH CALLED 33.404 ACRES I u ssa•zs'sz"w ao.as' TRACT 1 � � �z N24'23�se°E 43.45 OWNER: CH REALTY X-CE I FORT U � L3 N13'01'00"W n.00� WORTH MC820 LOGISTICS LP � CCF# D225057675 ` I �a S13'01'00"E ao.eo' O.P.R.T.C.T. � � I L5 N13'01'00"W 40.50' C v� I L6 513'01'00"E 11.17' L7 55530'08"E 27.07' � • w m a ^ � o C� 0 � �R � > �;, v � � � �, * _ � � � i � � �� � �: / ` / Q M + � �y � � � C \ / / / / � / � / / / i p � � � / / � / U / / � � �/ / � � / � / /� / / � / / // � i � _ / �/ / / a _ � an ar TM 0 � 505 Pecan S�reet, Sulte 201, Fort Wor�h, TX 76102 ph:817 865.5344 manhard com � Civll Engineers I Surveyors I Water Resource Engineers � Water & Waste Water Englneers N Construction Managers I Environmental Scientists I Landscape Architects I Planners � Texas Board of Professional Enpineers & Land Surve \�ors Req. No. F-10194754 (Survl, F-21732 lEnol � 002025 MANHARD CONSULTING, ALL RIGHTS RESERVED �� I I � GRAPHIC SCALE �5 50 ( IN FEET ) 1 inch = 50 ft. � QF � � E ........., rF � :' ��G,� R�� �°°. 9iP ess.'o??�o SURJ� �// � / ' � � � � � / � � \ STORMWATER FACILITY MAINTENANCE AGREEMENT JOSEPH KIRBY SURVEY, ABSTRACT NO. 907 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS VROJ. MGR.: � SHEET DRAWN eV: �C i OF i DATE: OSI�L3IZS I I - 1" = 50' 616.225001 n`ii�ii i EXHIBIT A-2 � / � . BEING A 1.260 ACRE TRACT OF LAND SINAIED IN THE JOSEPH KIRBY SURVEY, ABSTRACT N0. 907, �\ CIN OF FORT WORTH TARRANT COUNN TEXAS, AND BEING A POR710N OF A CALLED 33.404 ACRE \ 7RACT, KNOVM AS TRACT 1, AS DESCRIBED BY DEED TO CH REALTY X-CE I FORT WORTH MC820 LOGISTICS LP, RECORDED IN CWNTY CLERK'S FILE NO D225057675, OFFICIAL PUBLIC RECORDS, /� TARRANT COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING FROM A 1/Y IRON ROD FOUND AT THE WESTERNMOST CORNER OF SAID CALLED 7RACT / 1, THE SAME BEING AT THE INTERSECTION OF THE SOU7HERN RIGHT-OF-WAY LINE OF IN7ERSTATE LOOP N0. 820, A VARIABLE VADTH RIGHT-OF-WAY, AND THE EASTERN RIGHT-OF-WAY UNE OF ANGLE AVENUE, A 60� RIGHT-OF-WAY; / 7HENCE N 81' 10' S7" E, DEPARTING SAID CORNER AND OVER AND ACRO55 SAID CALLED 7RACT 1, 107.89 FEET TO TNE POINT OF BEqNNING AND 7HE BEGINNING oF A NqJ-TANGENT CURVE TO 7HE / rsicHr; GRAPHIC SCALE 7HENCE 18.27 FEET, N7TH SAID CUR�E TO THE RIGHT, HAVING A RADIUS OF 29.20 FEET, A DELTA OF � 60 � / 35' S0' 37", AND YMOSE LONG CHORD BEARS N 57' 15' 14' E, 17.97 FEET; � i / 7HENCE N 79' 28' 28' E, 8.50 FEET ( IN FEET � 7FiENCE N B4' 11' 47" E, 107.00 FEET 1 inch = 60 ft. / 7HENCE N B9' 16' 16' E, 89.38 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT / 7HENCE 35.26 FEET, 1NTH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 29.20 FEET, A DELTA / OF 69' 10' S2', AND WHOSE LONG CHORD BEARS 5 56'OB'17' E, 33.15 FEET; 7HENCE 5 21' 32' S1" E, 78.43 FEET / 7HENCE 5 21' 32' S1' E, 25.47 FEET /> 7HENCE 5 16' 27' O1' E, 55.81 FEET J 7HENCE 5 11' 21' 44" E, 20.29 FEET / 7HENCE S 11' 17' S4" E, 4.47 FEET TO 7HE BEGINNING OF A TANGENT CUR�E TO THE RIGHT / 7HENCE 21.30 FEET, N7TH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 34.20 FEET, A DELTA OF 35' ai' 30", AND WHOSE LONG CHORD BEARS 5 6' 32' S1" W, 20.96 FEET; / i / 7HENCE 5 24' 23� 36' W, 66.52 FEET / 7HENCE 65' 36' 24" W, 58.49 FEET TO 7HE BEGINNING OF A TANGENT CURVE TO THE RIGHT / / / 7HENCE 118.29 FEET, W1TH SAID CURVE TO THE RIGHT, HANNG A RADIUS OF 485.00 FEET, A DELTA OF 13' S8' 28", AND Wf105E LONG CHORD BEARS N 58' 37' 10" W, 118.00 FEET; 7HENCE N 51' 37� 56` W, 171.53 iEET TO THE BEGINNING OF A TANGENT CURVE TO 7HE RIGHT / 7HENCE 26.89 FEET, 1NTH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 128.76 FEET, A DELTA `� / � OF 11' S7' 49", AND Yh10SE LONG CHORD BEARS N 45' 25' 35" W, 26.84 FEET; \ /�' 7HENCE N 38' 22' 04" E, 51.24 FEET TO 7HE POINT OF BEGINNING AND CONTAINING 54,880 SQUARE / � FEET OR 1.260 ACRES OF LAND, MORE OR LE55. / I I / / \� �� /// CURVE TABLE � / / / �' / � I CURVE RADIUS DELTA LENGn-I CHORD BEARING CHORD I I C1 29.20' 35'50'37" 18.27' N57'15'14"E 17.97' I I C2 29.20' 69'10'52" 35.26' S56'08'17"E 33.15' I // I c3 34.20' 35'41'30" 21.30' 50632'S1"W 2o.ss' I C LLED 88.404 ACRE3� I ca 485.00' 13'S8'28" 118.29' N5837'10"W t�s.00' I \ TRACT 1 OWN : CH REALTY X-CE I F��\ I cs 128.76' 11'S7'49" 26.89' N45'25'35"W zs.aa' I \y1�pRTH MC820 LOOISTICS LP \ CCF# D225057675 \\ O.P.R.T.C.T. I LINE TABLE I � OF \\ i � � � � �P..F,�i"s`rERE`�y � LINE BEARING LENGTH \ C2 � ; Q- O •.. J, L1 N79'28'28"E 8.50' ........:.............. ...............:........ I L2 52132'S1"E 25.47' I � S2j�Sjr JEREM. U .. D ...... I L3 516'27'01"E 55.81' I �9' `� �`. P 5696 .�� I L4 S11'21'44"E zo.ze, I �6,�6�' 843. � �,�°Fess,��`•'•��o SUR`� I L5 S71'17'S4"E 4.47' I �p� I L6 N38'22'04"E 51.24' I i � � l.: � 0 > m � � 0 � -�o � a � � � � i � � w i 0 0 0 i � � � 0 � � a 0 .' w 0 � � N N i a E - � P, � , � �.. / � 58 49 �I - - - - - N 5�2,�W -- � / C5 N51'37'56 W 171.53 , , / � � -- - � / -- � � - - - - - - - - � [P.O.C. ----- ---- -� _ ISTORMWATER FACILITY MAINTENANCE AGREEMENT a n a r I �OSEPH KIRBY SURVEY, ABSTRACT NO. 907 TM I CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 505 Pecan S�reet, Sulte 201, Fort Wor�h, TX 76102 ph:817 865.5344 manhard com � Civll Engineers I Surveyors I Water Resource Engineers � Water & Waste Water Englneers N Construction Managers I Environmental Scientists I Landscape Architects I Planners � Texas Board of Professional Enpineers & Land Surve \�ors Req. No. F-10194754 (Survl, F-21732 lEnol � 002025 MANHARD CONSULTING, ALL RIGHTS RESERVED �� I I VROJ. 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B4 � a s,,�, � �� a �� ■■ � 695 el I� � ol � lo � �� IE 690 �I I � I � I 685 I I I I 680 � II Pc=c�� NG cae.c 675 � � I I � e�o I I � I i AN EsnNe �anoE II � __ 665 � x zz cceoss) (.w_> � � � � � ' I � � ' �I eeo I ioozraw�ez-csso I I I s55 I I � _ �ra�E�-�S=a � 650 � �.�-", wse�= eso,eo� � � o� I �PRa� � sas � I � I 640 � II 0+00 1+00 2+00 POND SECTION "A—A H: 1" = 40' V: 1" = 4' 695 690 690 685 685 680 680 675 675 670 670 665 665 660 660 655 6ss sso 650 645 645 640 640 635 2+50 � � II Ic�s Se� � � / �I � / I � ��n�N� �RaoE � � MA��.E�AN� haM / �¢z A�ca�o cE eERu � E�v. oo� oF PRoacsEo cRno �MAx �i (..v] � ee ' i � /' � � sn s �"�oo-.a w�� = ss, so � i � � ���-�so � I _ �-ra v.a�� - us�/ � � i� �� ,�.E Po�o,o='�� aeFea .° iPe z.-a�e°i �� a �e-6..9a� aw�a,cx en � ' � o A� o���E oorvo , o�.F � � � - s ���.iory eo:: � � ��<�<saoisE� 0+00 1+00 2+00 3+00 4+00 POND SECTION "B—B" H: 1" 40' V: 1" — 4' 690 685 �� / � 680 � 675 � 670 II sss ��� 660 ��� ess ��I 650 I� 645 I sao �I 635 5+00 _�� � __ � � � � _ � '- X J F � Z w F � J � V LL Z a a � Y a z W ~ a W = Z w 3 z Z � � � LL � Q � O U �� su s .M� �fOs E � o�cs�wuG W � o::..,. B5 � a s,,�, � �� � a �� ■■ � POND 1 (PRIVATE) RESULTS Project:Manne Creek Simu�a[ion Run:ProOosed 1-yr Reservoir:Pond I 5[art of Run: 035ep2024, 00:00 6as�et Model: Proposed 1-yr End of Run: 045ep2024, 00:00 MeteorObgic Model: ProOased I-yr ComOu[e Time:31]an2025, 10:58:29 Control50ecfications:Conhol 1 VOlume UnRs: Q IN Q ACREFT CompUted ResUl[s 7eak InFlow: 11A (CFS) DateJTme of Peak Infbw: 035e0z024, 12:07 Peak Dscharge: OJ (CFS) Date/Tme of 7eak Dacharge:035ep2024, 1335 Infiow Volume: OJ (nCRE-FT) Geak 5toraqe: OA (nCREFT) Dscharge Volume:0.6 (ACRE-FT) Peak Eleva[bn: 650.8 (FT) ProjecT: Marine Creek SlrtrPubion RUn: PropOsed 5-yr Reservoir. Pond 1 S�rt of Run: 035ep2024, �0:00 Basin Model: Proposed 5-yr End of Run: 045eD2024, 00:00 MeteOrologit Model: ProDosed 5-yr Compute Time:DATA CHANGED, RECOMPUTE ControlSpecRica[rons:Control 1 Valume UnRs: O �N O A�E-FT [omputed Resuhs Deak Infbw: 38.5 (CFS) Date/Time of Veak Inflow: 035e0Z024, 12:07 Peak Oischarge: 1.6 (CFS) Oate(Time ofPeak Dscharge:035ep2024, 14:05 InfbwVolume: 3.91(W) Deak5to2ge: 1.6(ACREF7) Dkcharge Volume2.16 (IN) Peak ElevaYwn: 653.5 (FT) Dro7eR:Mame Creek SlmUk[pn Run:Proposed 100-yf Reservoir. Pond 1 StdR of Run: 035eD2029, 00:00 0a5in Model: Pro0o5e0 100-yr End ofkun: 045ep2029, 00:00 Meteorologic Model: Proposed 100-yr Compute Tirtre:�ATA CHAN6ED, RKOMPUTE Cantrol SpeciFlaCrons:Cantrol 1 VoY�me UnRS: O�N O ACRE FT CompuCed Rew��. Peak Inflow: 71.7 (CFS) Date/Time of Peak InFlow: 035e02024, 12:07 7eak D�scharge: 3.0 (CFS) DatefTlme of Peak Discharge:035e02024, 14:27 Infbw VOlum¢: SA (ACREFT) P¢dk StORge: 3A (ACRE-FT) Dacharge Volume:3.1 (ACREFT) �eak Elevation: 65].5 (FT) f]FTFNTION v(�I.1\d- CHART sss� �����L �!! !'� ��l t sseao � � r sssm / �) i � — s,.� � � I, o eszw /: r(;I� .�___- _ i� b,o�'�� � � s �_--_ ro.�A�-Fr>A�E � >„�a°.I , oF.?��'��,7�,�� 3o I vriraae I)-vrws[If�llzvrwSElrtll�Ob�w�l1�11 f sweo es3so i I ss1.s 3n 3.o I Pnra�e I L3o.aoWal clsn�w� coc=.as I em I rrecEeo rxee o6reo�' � � '�-O"' � " � � � �ua ioova ws� =oss�� s�ovEs (*va.) �P��Qioo=�iMo �r aGP=31899 cf GEOTEqtNICALre sope=o 5. � SVEaFlCnnorvs vioo=2��8 «/s Dt00=93" r0.]8f1 FARTHEN EMERGENCY SPILLWAY NTS SPILLWAY CALCULATIONS — ► Manhard o�=^e IFlCEDISCHAPGEPATE xumEeru I SAlhl� Vlloalryl � I u�y I aPnp'Th'bn sl&EJin1n1i�knssl i 1n1 + I I�E Ma.,.cR.ie..i.,ore rmMrxur I �ar.Po.. o,�.,�.oa a � �s+.K+o...�o..�wl. I - � � a,�i.aw.x. � z ' aF'aiviNc�wnu I n �E EiFNT (o'-i3') \\\ ({ZF. n Cn. OR DETAiL) ` AINiENXN�CE FA M (&S�M�AA UNNI PE �a x ce.oss swa� aErniNiNG wnu ARInBLE NEIGHi (0'-t5'J (REF AFCH FOR DEtNL) �.roM oF aorvo MAINTENANCE RAMP A-1 TYP. CROSS SECTION N1s OUTLET STRUCTURE �UTIFT FIOW CHART ���Eo�.� \.��aa=�� sso� � �� ����� +� ////// //// ssaoo 10o-vEAR WSEL = 65� 50 I� � as�� � r sssoo / , _ _ / o ssero r + / 5 �FLSSNo653 ss.roo _ — _" _ i _ —j �\ / = 2]5 / ssZ� r � ����. ,—�aR,�E�-6sosa oPEN�N� � b,o n�isso<eon , � �_ oErE�r�o� Po�o o�rF�� a A���=,�A �E nnsEar�cmoxlui[c��roMwo>.cowxl B�he _�� � __ � � _� � � _ � � J F Q � y O � U 0 Z Z � Y °C W � � f U p w 3 Z � �C LL C 0 V �� s�l s ' .ti� �fOs E � II/G5/Sals �'� � °::�;: ;�,�,ao B6 � 4 a s,,�, � ,� � , , , t aao --- � �- NVJ �'���Pb�F,wP � --�Cs — _ , % a, FP�N R���� � , � s-e w�on' c — �� � �`�e`fl �� � _� � . �� s� � i d ,, o ' s�� � � `/ � �� �'������� �— �� Ne s - � ������/�� ����� � - � � �� ��� �/� � zs,�°�, � _ , � ,—, - �s�,,, ;- — . � %��REF _ _ a,s,i � � � — _ ' � � � ��E W' / � � � � � � � � � � � � � 8 � � ` .6 � ` \ � .8_ ` ' ` ` ' \\\mm ` ; 682� \ � �'� '_ \ // ��__ - _ _- — _ 656t srra ` I /1 � ��66 9 e 1 3 / \ _ � J I( y P) I 658 5�% \ `'l � - � ss , � s� � � �m � A � � � — — 'sss , a � � � \ � � ! \ __ PROP_ PUBLIC — 5q o° �- � \� \\� \ \ ao �IDRAINAGE FAGILITY \ P \ ' � � A-2 m �\ �� ���� «���. � � � � � . — � �� � � swFMA ao��oARr � � _ '� � xREF swFrA �s oo s� � �� ��� ��� a` _- W "� "�`� � \ � iav° �R � � � �� �`� � � ` _ `AnA,� � � � ���� � t ,�„� X� � � � � � � ��,.-o � ' \ \ 9��� � � / � S�4 \ � \ ` 1 m \ ' � � � / s� \ � � ,,\��j \� /'-� �� 66 � "� m � \ � V A � , ��� � �� � �� \ \ \ \ ���,� ' t/ � ,\�o � o�.� � w � \ \ � � � � �� � ' �, Fw � � � � � � �� 'x � `�� z o�� �� � � � � � �3� � \ ,�, � � � � �[,[„,.� ` e.�. � � ° P� �" RA".E N�. �a � �,sss���er ti ���� �;s � F . ����„ s\ "� ;a�M\,\ E \ \ �� \ � .F, i sEME/� `R� �� azaa �'� �,, i �. . � / � _'��/t$\\ � ss�, � �•�� 15 ,\ .., `� � p Y 1� � A3A� P V A � � �� �REF �sw� A u- . �s � �� � �'� � � zuo �zi� � � \\ � oo s � � � �� � � � � �� s sss��3 V A � �\ V °'s°�6's�6'��� �� . \�\ n � \�\ es� saoMee��\\\\� \\� \ � ��5 E sse� � � V A � au:�� sE nRnh � - a� ��H�no aa, � A A \ ��.. � _ � �� � o V A - .sw_;� o � \ \ � oP <a� A� � � � ,,, ,, , \,00.�P�aP��, � \ � � , ����_ �Y\�, _�� � � _ N L -- � _ , _ = scn�e �'=zo' � ncrcurnu cnun unicc ND 52rvG urAL155 wA5 CbNDUCiED � _ � J F a a� Z N� Z � v a 0 Z N ? � Z R W F a � F O U o z W 3 W Z � o o[ o � o U � �`sq �A`°s � E�'M�$ ��� u/cs/wzsG�2�.i � �o... o ooE.,. ,v„rzo: B7 � a a s,,.,� � �� � a �� ■� � 675 �� . � 675 670 670 680 � ewrnNc canoe i __ F�esa�o � — — � r�=ccaaa 665 �=�� � � � � � � �I � 665 675 � � o ioo-rR�E - o ` � (Mnx z� ncaossj !.w) 660 e 660 670 Mnw�nnNce ausP � �-ra wsa - ssszo � 655 � � ' a* so � 655 665 eo � aeoF�s�o v�n�e � . - �� � 650 � � � p,sesx — �� 650 660 a z ss saJsEi �� _.> s+ za � 645 �+�,,. ��Moo���c� _�as�H - s.o s.s -��isci -_ _ 645 655 . 2�z=e<ssa�i�w"�i kercero��-���M"�� paecrzn-o a j 640 640 650 0+00 1+00 2+00 3+00 4+00 4+50 POND SECTION "A—A" H: 1" = 40' V: 1" = 4' izs a' FREEBOARD ELEV = ��s, 66430' I � 0.5' OF FREEBOARD 1 _ � __ _o �___ FL=6fi3_00�� __o EMERGENCY SPILLWAY W.SEL = 663.80' � MAX 4-1 ioorR ws.e.� = ss3.00' s�oPes �rvP> SPILLWAY HYDRAULICS I Q100=204.0 cfe ` CLAY CORE PER QCAP=221.3 cfs GEOTECHNICAL Slope=0-5 o SPEGFlCATIONS V100=262 ft�s D100=7.9" or 0.66ft EARTHEN EMERGENCY SPI�LWAY NT5 � I � 680 � �is.iN� cea 675 oc � / / 670 �u„ix. ii naeoss��(n'°� � �1 �- a. ows � ss=oo � 665 sPiawnr e�v = eas o � � F� Fc=aea ao �� s-,�w��-66o�a � \ o �-.awm-�szo�/ 660 _- oaoseo ceAoe � 655 �' 650 1+00 2+00 3+00 3+50 POND SECTION "B—B" H: 1" = 40' V: 1" = 4' _�� � -_ � _ � `- � � _ _ � n _ � J F � Z w F � J � � LL U 0 Z ¢ Z � N Y a z W � o W = a z V � o o � w 3 z Z � w � O � � O U � �`sq �A`°s � E�'M�$ ��� u/cs/wzsG�2�.i � o�E.,. ;°�„ao= B8 � 4 a s,,,,� � �� � ' � ■� � po�e I a�ea I f 53s�p�s�rl'q I�'9t':1 I exocpxoraol',��uri�ec�-�omm. on C�veThounc rrmeaon n o : I I xumber e I INslpa IVlrozlryll q� I �qon[nl p nPl�nl�kn s lae an1'i�k ssl i 1n1 I � P�e�'�'lsb�E��,��.� �,��� �3������ '� zo � � '�` oo�o, s�� ,� ,� �� �z 6 �a �i i P�e�� I ,�s�� �5�3�n� �oez�a9e�� � �FTFNTioN ;i lil.aF (:-ia2T �oo � � � oaENiNc � �=.00 � - �tismeezoo �ss000 � �� � ! o �ssaoo � _�- _ . - ss�oo ,� ���= o sssoo , �_ — s,:oo i � � ��=�� � or��n � MooFEo e+e cnTCH ansN�6 OUTLET STRUCTURE ';?U II F I FI '�., .^�HART Iccs.00 -� j / _�— �— � . . ��, /: / ;�/_ ss,ao �4'I� /� /�^/� /� / ss000 �7—��'�` O ss,ao —� �++� �— _��" i I I � sezao . __. . _j— j � � /^s,E��E�—ssaa3 � �,00 � � � �' � z z, oceNN� ssaoo �_- - -- �FL 51�658 00' ��useoo � �/ _ _ _ __ _ __ � x .sa' ovENiNc ��� sioE7 - 652.50' / s�,ao —� s=sao� ����� . .� s=:ao � —����� � ������� ���� / ss�ao , TO ALC�,HAROE _�� � _- � _ � = � � "_ - � X J F Q � y O � U � z � Y °C W � � � U °C w 3 Z� �o �o U � �`sq �A`°s � E�'M�$ � ��� u/cs/wzsG�2�.i o.,E•,• ,�n,no: B9 � 4 a s,,,,� � .. ; . .: � I POND 2 (PUBLIC) RESULTS 1 l p >> InaEsrl uE- ounaceVo��el.�laoi[r*I �eatEknron. 6w�31F�1� � �ou��,a=�� o:�.�,��d�, a,; n.,.�a , .;o�aa. W�s9,�.. ...tE.�o� �,�,,, � O .�( a[�rrl . ( � qewYme.�sol a�[+r) oeat[knw�. w�o1�r) SPILLWAY CALCULATIONS � Manhard ORIFICE DISCHARGE PAIE a wera� m� � e«.e t aN'o°ouaNiiries voa oNCE�En°owau � k :, f� £ 3: F` J ; ;� oa�,��= �o= �=,o�= . �� . r.a� . - _ , __ _ _ o, .�M1 — — � :., //3}'�''� , �,� •�, � ,.�, e,. . o,._. , .,..,e. �/ .,/ l� � I 1C \ ...... .... f . x� . , �'�—_-- �, � ..o,.�.m ,.o:.�;.: � _ —�--�- �' , n P, �� �� �, �,�.< < < ...� � , � .�.o..�. . ' � r6� •�... I ���wwn.mmarmnou+wrr •. �.%+��+I I� lCnN('FFTF HFAnWAII S �/ � + , �' WITH FLaftEO WINGS FOH �� � I,I� ' o sKEw PIPE cutvEftis .�,� - - ' � CH-FW-O �r.o� A A _ MooiF106�6��cssoxsfioveumeiasmesi=eezoo� �� � ;/ �x� ��,35�o6r-�aoo� N �o� .� P�PEooEN��� �3�a�� oa ���� eox��n.iom eass3 aao�.az xcN�� J1�.saoPE�ti�F�s�zso DETENTION POND 2 OUTFALL DETAIL �� � � t � _ - � � � J F Q � y O � U 0 Z Z � Y °C W � � � U o w 3 Z � o[ o Q � o U � �sq �� � E:My ��,� aIv�/�5.. o�E.,. ;°,,,,=o= B1E0 � 4 a s,,,,� � , �__ � � �\ � \ � � --s o s�. �EH�E� _ � � , � � �........ � � ��.... � PaaP .�E, � NW LOOP 820 Nc�_'_1��oN - / -- � ��� _ =5.=� � --�� — — = =y � _ - B11 B12 = B13 -'� ��/ ��%" / O I_��`— � li L� ���� ? I _— —>— —� ---- � � � � Pao � '�� ;- �—m �__ --� �r� - ��� o � �-- , PRo:E�n �� ����_ —�I I,. �i �PAoo � =-f �� � � � � I �� ��o � Pao.E�n� i � �, I �. PaoP s �. 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I I V" I � NO � PARKING �i�� ADA TYP PARKING STALL I L I � CANE BOLT DETAIL �A.E.oaw.vELLow� a O � Z � 0 � a X � m W � E.,�:���o_ ,-., -s ���o�.Aa�EnA� �� �P�,E.rP PA�N. � �-- �aN�'�"2�ME�d�o �i I, oa�� s„oo.� �� � ��A�Eao�,��P�PE � w oEaF�.�AE.E�a�. a�a�o w �aE�E�.= ��o , � � ITYPICALTRASHENCILOSUREvESE - U W ' Z ��Ao�o�K�a�no � s.E��,P � � —� �' � � � �, NM � W � I I—I I �—I �I� �� —I I I—I I I—I I 1=1 I 1=1 I 1= I I 1=1 I 1-1 I 1=1 I 1=1 I 1=1 I I =iTi=iTi=iTi=iTi=iTi— P�a�oE:a���� RESERVE� ' PARKING nmosize oNrnPes.neoisn,wecomA. � s�eHo.es—�� s��acE�o.xEao.�.o.�oF.xE�s�H nxo �nn_� w xixaeo�[anaxm�s�Nnao�E.xquoa ¢Yaa'nnn � coN7aNnnoENEscNnoioNvu�ncc[ssie�[ � TAS RESERVED PARKING SIGN I � N N N F r � C LL I.G�E I E����d���o �?�� A,n,'C a �i^ ci,:�%' m `'�.' ° P srvE aEc9*aa ory a�ea3�si A1.6.2 �� �� ■ . / ;,- .. - . � : /�_. � ;� _ _. .. � , ,d�A�—='- 02� �--/'I�� �I' �— ' � EXISTING GAS � LOO GF R�OJJ �.r�-� ... �'�— i EnSEnnENT p 1.820 FRONiA .-' — --� raJJ � --� � � r ... . —� � ir _ �� _ � —�� v_a,.,�-- r— , �m , ♦— FUTURE �FUTURE i ^� �� � FUTURE COMMERCIAL ' LOT 3 LOT 2 i y� � C 87.981 S.F. 43,628 S.F.I - � �� } �.— � � LOT 4 - 104,508 S.F. �`�`r`�-- � �� � ,� � ., I� � 1 �G�°` ,,��,� �c�� - - —!�; - -�j--�� �? � C�� t �) ( �,' r41 � �J J � � � �,C � ��,,..�� �..z>4 i �` �)�s �� � � n �.>as A ro� �� ,. ` � ���'� 4� C J m � ���ti � � , � �: ,�,na�F ,.,�.os.. �' �� m .,��_ �, � m `t �. � ; Y }K� /~ ^ nn oo � J` � T ��� - �� � � 2 - � Z �� � ���_ . � ri �����': / `� EXISTING V GA$ EASEMENT PROPOSED 60' ROW EXISTING GAS EASEMENT TEMPORARY GRADING EASEMENTBOUNDARY AREA - O1 I � f 1 � I I 2 �, ?' � "��` �Y��"�1%��a-r,�rr�j,��, Q � � � �� � � \ / ' oP41� � O� �f EXISTING ``� ' 0 GAS PAD , � �, � ,��,� , ,� � '6� =o„=zsF %, X j('j �� � e -, - , L_)� � ��k, � �n i � �t� � � i � TEMPORARY GRADING EASEMENTBOUNDARY / « �-r-7.:J ; <, -'� Jl� O' � � �l ��.' �, � � i� y`7 �� —T�--?� .�l , � � �� ��J C a/0 EXISTING GAS EASEMENT PROPOSED 60' ROW AREA - 03 �� J �\� \ �\\ � ���\ � T/�LSON PLANT$fHED4`EOVERAML M.nN ^ N^N .F \ D E S I G N rr ��� �„ ��� �� �z<9<aa� �� . ,���.. a.�,ti �o�unwno ,aa oo a=o�n,3 �R � ..,,,��maa , ee � . , �,��g � ,.u_���o �do,�m �_�e, �rc� ea �����.�� >* ,� , �"°, a aa nn.n,° ` "' Sub-Consultant: �� —r�`,` -,��� m.�p��,.. o e� io,��mdo�� , o,m�re ,. ,�,o� , ,. , ,d�,�,aro ao� ,z . , ,N , �.... I. I �_� ... .. o�,N�a �. �y„�m� I� I I 1 � ` P DAN oIpNG CALCULATIONS TABLE , .��,�.of�E, ,o�z3osF ,�a�9,sF ...�,..,.o���e.� aos,�R�� a'�,=�R�a= eaFo F�Ro��o�a�ER. �.��,�a.���Ao ,,F �. �oM�Awo LL =�a� � � �e= AaFa �Ro��o�o��. � � 0 50 �� �ao s�a�a ,-��-0.. � � ` `o � 3 N � O C � 3 � � 4! � � � � N U u ' a � � O O a � .� � . � � g v a ��� m Revisions. 0 �s Sheet Info: DrawnBy AE&MW Checked BY- TD.JS Prinf Date I I I] 2025 Job No: 616 225 PlanSef'. PwNiING PLANS Sheet Title: Z O LANDSCAPE U PLANiING � ORIENTAiION PLAN Z SheetReference: � LP1.00 ° 0 �� u ■ . EXISTING GAS EASEMENT _ _ — _� - , ��� _ ��.� SOD 3' ON EACH SIDE OF NEW SIDEWALK �� ��—�r—� T/� LSO N � — � � _ OAD " � � y GE R � � .�--__�"`-�" ■ 20 FRONiA --�� ����� �-- � ■ 2 sc e oi � D E S I G N � NW LOOP 1-8 � � --i�;"`� i ia�<v�. v.�. i��Mw��tiw i. imM.�R ia�. Fn o,o�n,� �R ,z< 9< aa� �� ��� . . � � � ..... . . . .. �. . —.� 1� __�__�' � • ,,. �.�,aea«a ,so Po, --� � � * �` � . oas�.s��_��__ � • � ----- � O ,w�� — _.--�_— , a� , ,�.,m���k � _ . , �a eaa ---__r . . _ ... . -.- . T .. - � � � S � � a. �a���o,a so��,m,.,00K ��o ea� � ` � �� �. � ' A ' � 5� �oo.� 9TF oc � � � � FUTURECOMMERCIALLOT O' ��" �`�� '�"" "' �"� � � � __ n}; � SEE NOTE* � �._ / � � ��� � ���\Sub-Consultant. �, � ' i � E�iURF ��J1 �Nf , . , �� � � � � _�� � � � ' i i i �� �� \ ` �, �_�, � � � �� , — �r �a., ,,� �..or�� , ,�ma ,. �,� , : , _ " i i i i i ° e; ��� ��� �� �; �'� � � ��� � ��� . �� _ _r� _ � ti �� ti � ���. i u i�. , .. . ,�. i „�� . , i,aa �� � � � .� � _ � v -,� , a ✓ ', �I � f � � � *NOTE: FUTURE COMMERCIAL LOTS ENLARGEMENTA ENLARGEMENTB ENLARGEMENTC `✓' TREE PLANTWG WILL BE PROVIDED TO �� REF LPl 04 REF LP1 04 REF LP1 04 �, � � � O ,.^-1 � � � � � � MEET 30% COVERAGE AND ALL OTHER � . ^' � � � � '� LANDSCAPE REQUIREMENTS WILL BE � � \,��--� ��� � �� � ��� BUILDWG A �. MET PER ZONING G . `o \� .r—�,\ - 707,528 S.F. y 3 � `o ``\� �� ��� � � ? .� � Z ry � � � ��` � Z � , "��° �'� ��� � V �� TEMPORARY GRADING � EASEMENTBOUNDARY EXISTWG GAS EASEMENT PROPOSED 60' ROW y. / EXISTING GAS EASEMENT �� i � � i. � �d � I �� _ � � h � �� � ti° I 0 � � 1 Z° � -� � ' � ' - . z �l ' . ............. _ �•�� 2 /� �� r �� � n' \ :� 1�"� �,; . `:\W 1, /'� • ■ ti `� ' . �o � ;� /� . o \� ' . . yX � .:\� � . ,, . � �" • ■ � � • � � � �� EXISTING i � � � , GA$ PAD � l ■ ■ w / • ■ ■ $OD 3' ON EACH $IDE OF NEW $IDEWALK � \ .. \ \\ � � � \ �. \\\ ���✓�� \\ � /e� � ���,. � �� ��, , .....................................................................................................�:,��� � . , � � � � M ■W ■ZM ■-o ■s- �V� •i� ' � AREA — O1 AREA 03 � Uo u so ioo s�a�e_,��so�-0�� � _ 3 � � N � N � � �, U u ' N ,� = a�`� � O O a •` � • O� C� o y a C v U m' Revisions: 0� Sheet Info: DrawnBy AE&MW Checked BY- TD.JS Prinf Date I I I] 2025 Job No: 616 225 PlanSef'. PwNiING PLANS Sheet Title: Z O LANDSCAPE U PLANi1NG PLAN � AREA 1 Z SheetReference: � LP1.01 ° 0 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, ar 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. 1 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION 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 Condition of filtration REPAIRS REPAIRS DATE REQUIRED MADE NOTES 1 system Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation 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. 1 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION 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 Condition of filtration REPAIRS REPAIRS DATE REQUIRED MADE NOTES 1 system Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation F�RT��RTHo City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name CH Realty X-CE I Fort Worth MC820 Logistics, L.P. Subject of the Agreement: Two detention ponds with one pond serving as a Private Drainage Facility and the second pond serving as a Public Drainage Facility M&C Approved by the Council? * Yes ❑ No ❑✓ If �so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No ❑✓ If �so, provide the original contract number and the amendment number. Is the Contract "PermanenY'? *Yes 0 No ❑ If �unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No ❑✓ If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: Expiration Date: If different from the approval date. If applicable. Is a 1295 Form required? * Yes ❑ No ❑✓ *If �so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: Ifapplicable. SWFMA-25-0019 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes ❑✓ No ❑ Contracts need to be routed for CSO processin� in the followin� order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.