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HomeMy WebLinkAbout064800 - Construction-Related - Contract - CND-PO 1 Ventana, LLC and Ventana Homeowner's AssociationDate Received: 2�27�2026 Time Received: 4:30 p.l'71. Permit No.: SWFMA-25-0080 City Secretary No.: 648�� DRAINAGE CHANNEL MAINTENANCE AGREEMENT 26th y Februar THIS AGREEMENT, made and entered into this da of y, 2026, by and between CND-PO 1 Ventana, LLC, a Texas limited liability company, acting by and through Garrett Lust, its duly authorized signer, hereinafter referred to as "Landowner", the Ventana Homeowner's Association, 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 a 0.524 acres tract of land situated in S.A. & M.G. RR. CO. Survey, Abstract No. 1903, Tarrant County, Texas according to the deed recorded in D224191530, 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 Ventana West — Orchard Wav, 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 Association, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Drainage Facilities be constructed and maintained on a portion of the Property; and; 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 the 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; DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 4FFICIAL RECORD CITY SECRETARY 1 FT. WORTH, TX NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following teniis and conditions, the parties hereto agree as follows: l. The Landowner and Association, its successors and assigns, shall adequately construct and maintain the ou-site Drainage F�cility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as E�iibit "B", and the cui7-ent standards then in force and effect in the City of Fort Woi-tl� and with the Operations aud Maintenance Plan attached to this Agreement as EYhibit "C". The Drainage Facility includes all pipes, chamiels or other couveyances built to convey stoi-�i1 water to the facility, as well as all stnich.lres, iinprovements, and vegetation provided to control the quantity and quality of the stonn water. Adequate maintenance is herein defuied as good working condition so that these facilities are performing their design filnctions. The Drainage Chaiuiel Smictural 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. Tl�e Landowner and Association, its successors and assigns, shall inspect the Facility and submit an inspection repoi-t to the City anrnlally. The pui-�ose of the inspection is to ensiue the safe and proper fimctioning of the Facility. The inspection shall cover the entire Facility, berms, outlet stnicriire, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design fiinction, sha11 be noted in the inspection report aloilg with the corrective actions to be talcen. 3. The Landowner and Association, its successors and assi�ns, 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 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN and Association, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner and Associatiou, its successors and assigns, fail to maintain the Facility in good working conditioti acceptable to the City, the City, its authorized agents and einployees, may enter upon the Facility Property and take whatever steps necessary to coi-�•ect 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 wider no obligation to ►•outinely maintain or i•epair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obli6ation is Landowne�•'s. 5. The Laudowner and Association, its successors and assigns, will perfoiln the work necessaiy to keep the Facility in good working order as appropriate. In the event the City pursuaut to this Agreement, performs work of any nahire, or expends any fiinds iu perforniance of said work for labor, use of eqtiipinent, supplies, inaterials, and the lilce, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all achial costs incui7�ed by the City hereunder. ln 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 ownecl by the Landowner. Such lien shall be perfected by filing ui the oftice of the County Clerk of Parker County, Texas an affidavit identifying the properry to be charge�d with such lien, statiug the amount thereof, and n�alcing reference to this Agreeinent. 6. This Agreement iinposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOICATION AGREES TO HOLD THE CITY HARMLESS FRONI ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ASSOCIATION COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND ENIPLOYEES FRONI AND DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN AGAINST ALL COSTS, EXPENSES, LOSSES, DANIACES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURC OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITY 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 CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE SANK OF THE CHANNEL, AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUND�R. 7. Lando�vner and Association covenants and agrees that no habitable biiilding shall be erected within the drainage channel outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within tl�e drainage channel, which do not impede drainage. Landowner and Association covenants and agrees that no habitable building shall be erected on the above propei-ty abuttiilg such easeineizt which shall have a finished floor at an elevation less than two feet above the maximlm� depth of water in the detention poud which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tairant Counry, Texas, and shall constitute a covenant tlmning with the land, and shall be binding on the Landowtler, its administrators, executors, assigns, heirs and any other successors in interests, including any pro�erty owners association. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this 26th day of February CITY OF FORT WORTH � ' Jesica McEachern Assistant City Maiiager City of Fort Worth D�te: 02/26/2026 Approved as to Form and Legality: lVt., fC��IJ`GK� ��,K,fiE�Y'S�j i� M. Kevin Anders, II (Feb 20, 2026 10:59:29 CST) M. Kevin Anders, II Assistant City Attoniey City Attorney's Office Date: 02�20�2�26 �n afORT �C ATTEST: p� �'°A a° � ? a 9, �-Q � ���� oo*o��« o ������ A .loW��� oann nF4p544 Jannette S. Goodall City Secretary Date: 02�27�2�26 ?0?6. LANDOWNER CND-PO 1 Ventana, LLC a Texas limited liability company By: DM WEEKLEY, 1NC. a Dela�vare coiporation its manager L� ' /� y: Ganett Lus � Its: Authorized Signer Date: � / 2 � � Z � � r Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitorin� and admiiustration of this contract, including enstu�ing all perfoi-�nance and reporting requirements. Kandice Merrick Planning Manager Date: 02�2��2026 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX DRAINAGE CHANNEL MAINTENANCE AGREEMENT 5 Rev. 03/01/2022 BN STATE OF TEXAS 5 COUNTY OF TARRANT S This instninlent was aclaiowledged before me ori Febl"uary 26, 2026 by Jesic� McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. // �2� � /� ,ld lJ ��R Pv KATHLEEN BRADFORD _�� �fl�ry������ � Notai- Public, State of Texas x k STATE OF TEXAS � "i �r NaYary I.D. 72197197 �F My Camm. �p. Apr. i2, 2027 LANDOWNER STATE OF � � C1 � � COUNTY OF I�r� � --��s� § BEFORE ME, the undersigned authority, a Notaly Public in and for the State of ��'�'�S , on this day personally appeared ��,� �-� �_�--}— L,� `�"T— (name), ����� �•� � ,n�,ti-� ,�'����,y� ;,� (title), kiiown 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 puiposes and consideration therein expressed, as thz act and deed of �lLi � - �C• � ����-�-��;� , ]_�. L (errtiry), a / �{_�<'��� L� � (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �C�� day of t)c,�n �c.,,.-�i , �0 Z� � .,�..�.�J.::._._�� �,��""",,, JIP�qiv1Y LY MAHAN JR� NOt�I'y PL1bI1C S Of �� 1PRY PVA �: ;2:'' `n:Notary Public, State of Texas �:�.�'°�= Comm. Expires 08-12-2028 '''�oF�+`� Notary ID 132441071 ��uii��� DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN ASSOCIATION Ventana Homeowners Association a Texas nonprofit corporation -� ��' -�-�"�-��i��- By: E. Peter Pincoffs III Its: President Date: G1 / � �' / ZaZr STATE OF Texas § COUNTY OF _Dallas § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared E. Peter Pincoffs III, President, 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 Ventana Homeowners Association, a Texas nonprofit corporation and in the capacity therein stated. � GIVEN UNDER MY HAND AND SEAL OF OFFICE this I 1+ l day of ��;�� , 20�. \\\����111111f11////��/� \ /V� Il_X/�i�J \. � �,������5 ��L � KFF j''%, Notary Public, State of Texas � �.: ••;�p,F1Y P�e'•., O 'J `��'•o ��•• y; _ �z - _ � _ � :ui� F p F ��6�.� �. `' ///����ic�'� 04 20.2�����`��\ //��/��111111111����\\\\ DR,4INAGE CHANNEL MAINTENANCE AGREEMENT � Rev. 03/01/2022 BN ASSOCIATION Ventana Homeowners Association a Texas nonprofit corporation y: K. Taylor Baird Its: Vice President Date: G1 /� 6/ Z6 7 G STATE OF Texas COUNTY OF Dallas BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared. K. Taylor Baird, Vice President, laiown 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 Ventana Homeowners Association, a Texas nonprofit corporation and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this of , 20�. \\\\\���u u L i u i,i�,��� / .�`��csP• KFF''% �\��Q.: �'SP�Y P�9�'•: Q�� _ z��'ti- - N� � � � 9T -1-P � �'•., i� F p p'C 6� ;� � ��. F' �'•.�28963��•'� g \�: ����//',f-p/r0 41 12101 20�,`\\\�� I �I +�i day �_ ��Il Q Q`�_._� l� �- Notary Public, State of Texas DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03l01l2022 BN AS50CIATION Ventana Homeowners Association a Te�as n n qfit corporation .� �N By: Matt ildren Its: Secretary Date: C� l/ I�/ ZGZ� STATE OF Texas COUNTY OF _Dallas 0 0 BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared. Matt Mildren, Secretary, 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 Ventana Homeowners Association, a Texas nonprofit corporation and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this of , 20�. \������ni i i nrir�ii�i .�`���`� P..� � • KFF ��'%, ��\ � •'�PRY P�B•... O �� ; �� � z ��'• 2 = = N� � � _ � .,. pTF OF ��6�: �. � ////��/�j��p 04 2� 20����\\\``` ���///llllllll\\\�\� '�,+b c �.�.� - Notary Public, State of exas day DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9 Rev. 03I01/2022 BN EXHIBIT "A" LEGAL DESCRIPTION DRAINAGE CHANNEL MAINTENANCE AGREEMENT 1 O Rev. 03/01/2022 BN EXHIBIT "A" 0.524-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.524 ACRES OF LAND SITUATED IN THE S.A. & M.G. RR. CO. SURVEY, ABSTRACT NO. 1903, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO CND-PO 1 VENTANA LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224191530, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND (HEREINAFTER REFERRED TO AS "CAPPED IRON ROD FOUND" FOR THE SOUTHWEST CORNER OF SAID CND-PO 1 VENTANA TRACT; THENCE NORTH 00°32'23" WEST, WITH THE WEST LINE OF SAID CND-PO 1 VENTANA TRACT, A DISTANCE OF 25.00 FEET; THENCE NORTH 89°27'37" EAST, OVER AND ACROSS SAID CND-PO 1 VENTANA TRACT, A DISTANCE OF 915.00 FEET TO THE EASTERLY LINE OF SAME TRACT; THENCE SOUTH 00°32'23" EAST, WITH SAID EASTERLY LINE, A DISTANCE OF 15.00 FEETTO A CAPPED IRON ROD FOUND FOR THE EASTERNMOST SOUTHEAST CORNER OF SAID CND-PO 1 VENTANA TRACT; THENCE SOUTH 44°27'37" WEST, CONTINUING WITH SAID EASTERLY LINE, A DISTANCE OF 14.14 FEETTO A CAPPED IRON ROD FOUND FOR THE SOUTHERNMOST SOUTHEAST CORNER OF SAID CND-PO 1 VENTANA TRACT, FROM WHICH A CAPPED IRON ROD FOUND FOR THE SOUTHEAST CORNER OF A TRACT OF LAND DESCRIBED TO HIGHLAND HOMES— DALLAS LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224194263 OF SAID OFFICIAL PUBLIC RECORDS BEARS SOUTH 07°46'36" EAST, A DISTANCE OF 635.06 FEET AND FROM WHICH A CAPPED IRON ROD FOUND FOR THE SOUTHWEST CORNER OF LOT 18, BLOCK 26, VENTANA PHASE 5A, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE NO. D221277917, PLAT RECORDS, TARRANT COUNTY, TEXAS BEARS SOUTH 73°17'S1" EAST, A DISTANCE OF 399.97 FEET; THENCE SOUTH 89°27'37" WEST, WITH THE SOUTHERLY LINE OF SAID CND-PO 1 VENTANA TRACT, A DISTANCE OF 905.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.524 ACRES (22,825 SQ. FEET) OF LAND. � Aaron C� R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7t" Street, Suite 300 Fort Worth, Texas 76107 817-288-1900 TBPELS Firm No. 10194382 (Revised October 29, 2025) May 13, 2025 ��..0 F .. T� I "`P �GIST£R�•.;I_ r�, ��' � ° • �! ��AARON �C..BROWN�• ..�. ..................000�..o � °aQ 6702 P; � �°�'e s s � o ;;� o� 9�� .SUR`��� Page 1 of 2 � LINE � L1 � L2 � L3 BEARING N00'32'23"W S00°32'23"E S44°27'37"W DISTANCE 25.00' 15.00' 14.14' �N �� I NI 0 J ? �.I W rn r� rnl w � 'o I� I I � 0 100 200 U J J LLO� OUc�p� � � ^ U W W � � � N ~ Z N � a��a �N�o v V m U � a CND—PO 1 VENTANA LLC C.C.# D224191530 0.524 ACRES O.P.R.T.C.T. (22,s25 sQ. FEET) N89°27'37"E 915.00' � J � POINT OF S89'27'37"W 905.00' BEGINNING . HIGHLAND HOMES - DALLAS LLC C.C.# D224194263 O.P.R.T.C.T. R��� v GO •,�9p� M �' GR No � y� .�RP S�p,. P�S N 0 � rn N � LEGEND , (REMAINDER OF) PMB SWFW DEV CO LLC C.C.# D224176444 O.P.R.T.C.T. � 5/8" CAPPED IRON ROD FOUND STAMPED "LJA SURVEYING" UNLESS OTHERWISE NOTED C.C.# COUNTY CLERK FILE No. O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS BEARING OF BEARINGS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE, (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012. 5�3�>> S�„ 399•9� � / e�� !�� O��G �� ��S � �ti G�D� O �• JG.'�pQ�. � �2 13 14 �� � wrn 15 a�~ � � U N � is Zo�— � ���U �7 ;U � � 18 � w a 0 � J ap w � W J � H W 0 J � U � —zZFN� ��o�a �i?NVO v� U m � a (REVISED 10/29/2025) DATE: 05/13/2025 E X H I B I T �� Fi �� , PAGE 2 DRWN BY: S.A.T. LJA Surveying, Inc. �J� 0.524-ACRE STORM WATER FACILITY 3017 West 7th Street Phone 817.288.1900 ^/ CHKD BY: A.C.B. MAINTENANCE AGREEMENT Suite300 OF L SITUATED IN THE S.A. & M.G. RR. CO. SURVEY, ABSTRACT No. 1903 F011 WOrth, TexBS 76107 T.B.P.E.L.S. Firm No. 10194382 PROJ N0. 0171 INTARRANTCOUNTY,TEXAS EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS VENTANA WEST ORCHARD WAY CONSTRUCTION PLAN SHEETS: • EROSION CONTROL PLAN • OVERALL STORM DRAINAGE MAP • DRAINAGE AREA MAPS • STORM DRAIN PLAN & PROFILES • STORM DRAIN DETAILS i „a � � � i i i ;I � ' ' � =� � ' I vE U L E IP n Fu P 'I � �: �tiy « «� � _ S , �- � - _ - ��� !� _ � �_ � ' _' � — ��' � _ �) r - _ J _ .. . , _.. -��_ � � .. --� i rva vn: � � ' ^�' "�`\ -. ,�r' � r d] i�_ Y"" , (6� SErccxlE Orvi✓a�i�-'E�-. 'i��-' r--�-.-. -'1� ,.I � '�1� .I � I � j I I� '�; I � . '���i � y.� �' `I I I� I iA'fE ( rP � � II � � �kK'9n r� r _I�__ . _ _� _ r ; ~ _ - ? T' _ _ }` _ _ _ .. y �' � i � I�y� .I.~ 1 Y .' F.UT AN1jFiLMIE ' I +�+,y �I I- , %S ... tl0� B)5 By . . I ,�,�' � 1 � -I � � � ' : _ y---�- -i -- :-� �., � ,� � � �,,�;I� � i i d I�I I STOPM WhTEP ' I ��.. � � I � �r F C LITY ' � �/�I + - _IAANINTFilANCE � . . 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RAilOW1L MEfHOD OF pESIGN. Z '� I 4 I�' .I a.50 -� �' -+, 2. 061GN fREOIJENCY I + I.. �_ - (A) CLOSEO SYSiEN 5 YFAR p � tl� ��� ► � -��+ ` ��-� �- iB) CLOSE� SS EIA 100 YEtA Z �gp +� E?STNG VENTMIA. -- (C) �PEN CHANNEL 100 YFAR m � 0013 FOR REINFORCED CONCRETE PIPE ]�6 � � � �E�� ' n� O.OtS FOR REINFORCE� CaNLREiE BO% � ,, � 2iB p � n- 0.019 fOR SiREEf / CUTTERS I tl Ogg �_ PPINFALL INIENSitt FROM CRY OF � ����.� / FOIZ� WORiH S�ORM OFWN MPNIIu � 059 ��� .� �� � o I5 I . Rl1NOFF COEFFlCIEMS CItY PflOJECT NO 1a5 ¢ �� 19E \.� FESIDENiIAL "A 5" C 0.6] Irl.9B FIO }011/ 01004.11 1�05989 EQ)6&5 ��� ( ��� 0.10 �� IXISrING CON�RIONS . C=O.}0 3 X-]Bs22 Bs �� 2.1) _I� .L�� - - 1B0 � �l . NMSCO N0. BSV � �+ �- /�� LEGEND � jr ,9r� // _ � � �.�� �� o.so � Y% / '�/ ���-- owvwneavoe � � U ♦.S� PROPoSEO SiORN IXUIN SYSIEN O � � +__ � '_.�+ ✓• ///�;�� , •- Evlmrvc soRM �ruH srsrcu •.��.�:(,. II . I1��I n� N ' y,' � A-1 pWJNqGE MEA OESIGlU11QY qF�CHMARNS 3 ��l �-. II `� �e� I :/ e owiwccueen.carnec � SOUARE CIIT ON WEST END OF AN INLET, Z - � 0e » I j- \ -� SLPFACE FlOW AflROw SOUTH SIpE OF ROLLING HILLS ORIVE, a �B � �� � �!- FIR57 INLEf WEST OF CHqPIN SCHOOL �-- J2] {�� �� � J �I ' � IA1 IN�ET NIIMBEP ROAO. ELEv BpO.lfi 2 x IXSTN ENTA O W - 289 '- � 2�5 ��- P��E Zp�NA �i PROPoSEO PROJECi LOGl10N "%" IN SQUARE CI1T ON AT THE BACK OF � THE TOP OF C11R8 LOCATEO ON THE I � � �--'l SOUTM SIOE OF LOLA ROAD � __ _ � 302 .�'�{ _ NDrEs. PPPROXIMATEIY 700 FEE� WEST OF THE C�.. TI 281 � 3pp JDI 0� �y Sa �� ; { � 1 1HE E%SIENCE PNO LOGTON OF PLL UN�ERCROurvD INTERSECTION OF IOLA ROAD k BANK � 1 �� k � UI1l1T 6 SHPNN ON 1HE IXUNiN6 WEAE OH�NNED ROAD. ELEV B]8.]6 � � o.ea 056 p� 1. _ FppM pvNIPBLE RENR�S �N� ME MPFO%NAiE. _ �- NFJiNEA TrvE OWHER, pEVELOPER NOR ENGINEER �'%' IN SOUARE Cl1T ON AT THE BACK OF I]0 qpi }�� t�uuES nrm a6P0r50�m FOP unLRES PftOR i0 THE TOP OF CURB LOCATE� ON THE � 1.45 � 5p�� �-I � CaFLSRiuCnaN THE COMRACiOR SHALL BE REouRE➢ I.fiB 0.55 I.I l0 TAKE M'Y PPECAIROW.RY NFlSI1F6 TO PflP1ECI SOUTH SIOE OF PRADERA ROAD AT THE ' �� 03 a.t urv[s sxowH nuo/aa nrvr o*�+Ea UrvoEFGPour�o SOUTHWEST CORNER OF iHE u �- � unurEs nor or rtECOr+o oa rvor snowu ory mc INTERSECTION OF PRPDER4 ROPD AND �� ���� ��� _ _� PurvS MOftA00 ROA�. ELEV BJ4.34 2 LOlRROGfOR 51NLL �£WFY NOR20lfIK AN� VEFPUL ��� ' 2]B 0.4] ,24 � � ... B II I��� ��� ANSRiUCiION.•LL1 IXSIINC 11P1f116 PPoOR TO II L� ��- ��'' �. IMNEDIAiEIY NOPfY hIE ENCINEER 0( 4NY I � I.fiI _ '� � ��I��_� - OISCREGFNCIES I 2.06 �+� � r <. s¢ avaaovEo oaaw.cc sruw os-aa ooa� roa I � I :� C04PlETE WWNS�RFOM p556SYEM I l�^ � J � i VENiANP w6f wLL 6E A4155 GfW]FO BEFOPE I _ J �I � I f CONSIPULiION 9EL1N5 lS SHOWN 9Y THE E%ISTNG ]� , 2i8 .. . '� � 1 �� ��.I� �� CAlil�lllS PER SECIION 45 OF iHE SWPPP. FlNLL �AiE EviSiDu I Br �8� 1B2 �� --� �., aER�NNNLiON �F iHE �L WIR BQta55 kEVEO WIIH �.. . � j.'^ _ urvoscwrvc wii ee ur�zeo on u.� u+rs or l)��U:It.0 1 UL'17DI:�fE 054 ��µ i �'S9 � -� I iME CONSRtuC110N SiE LHAT ARE NOT COVEPEO 9i , yl; Ir-I PaVENCNi oF BUinNcs UIt:\I!\�:�I.L .�NL:1 \I:1I' zn i --{ 1� 1 aas ' zza I tt ., ' � z.a� - �s� �� ,z� � � � 1��- l�T;�i��r1�������1�',�i7 I � '7 _ E:�p��� �EM,�, - ` I � `�'l. - ca�ossi. ���i,�lr1�� �1���� _ _ ��_ - I� `\ �e�ep�., ' - ~-zOz - 1 1.9 '��� � (I'I�11)IIURI\1'lIK'I'1�1 �,� ioi � 1 �>.. � 1' \Itlt:\\�I l 111 \'i l. I1�.\.�,� /; B .\ �\ 32] � 3]n3 5 B i� � 258 1 UA F�lm�� I.�w �� 0. O.J6 J�t� �..` C /� . . .,. . ` 2.6 j�/„ \' 054 :� i, ,:�. WA FMY202��. ` /�. •' LV l. ��WEC� 0 tC � / � +' , wiE 1.62 C K ory DESIGn. oIINIA � � / � � �. . �e oanm� wmnn nF aV ' �o.,' : /' `'c '"r � - .__. ' � �.�� ��.L�� narrz.scuE zaa L ...�� � 3f10 El£ C�SEfM E�E M m�o iuxa VERI� N/A F uLTIMnTE rcUS Elccrn anNr \, � SNEEf WN FASEMENT WL 53]5 PG. ) Ik \� _ _ oPRr�r ,.. \ za oF 5a s�� I N U 0 50 Ioo � I� . , � �' � ;".._�. .. ��� / : / / / � / � ``\1,���� . . � \ � MATCH LINE SHEEf 29 � ou � : o.se DESIGN CRITERIA �+ore mc cormwcraR sw�� canrncr TMe FouomHc nr �sr iB HOUkS PRWR lO EXGVAi1NC IN THIS APFA 1. RATIONAL NETHO� OF DESICN. {ppr y/ORiH WAiER �EPPFINEM 1-BIJ-]B2-M]1 2. �ESIGN FREOUENCY �ryps � i-e65-see-5�b� � (/.) CLOSE� SYSTEM - 5 YEM pHLOF ElEC1AIC -B1)-]9]-]026 � (B) 0.05E0 SYSTEM - 100 YEAR �� Wpftiry iMNSPOfiinTl�N/PUBLIC wOPKS -ai>-]s2-et00 O (c) oa[r� cw,N�vE� - ioa r�na voR o1HEa rccamcs i-eoo-oic-�s � n= O.DIJ FOR REINFORCED CONCREfE PIPE � n- 4.�15 FOR FEINFORCE� CONCREfE BO% d. = O.�i9 FaR SiREEf / C�1TER5 � RAINFALL INLENSIIY fROM Cltt OF Z FOR� WORiH SiORM OR/JN MANUPL RUNOFF COEFFICIEMS . RESI�ENPPL "A-5"....... C=0.6] I�a=].99 O E%ISI'ING CONDRIONS.... C=0.]D Z LEGEND � — — — — — orww.cc orvmc i �— PHOPOSEO SfORM Dfl.VN STEA1 CRY PFOJECi N0. 105909 a - IX5lING SfOFN �RNN MiEM FIO: 30114-0]OOAl1-1059tl9-Ea)be5 ?� �e-1 OR.VWLE OAFw DESIGNnTION �Pk02N0. BSV � X�� 0(iNN1GE MFi. MRE/�GE Q � SURF�CE fLPN AFROW � ' U K 1AI �N1ET NIIMBER ..,, . �� I>�•Ii11�. O li. � PNOPOSEO PP0.1ER LOGiIOn I..illi,..,.� ...,,�i...� N W H�. BFNCHMAFNS� 3 i. hIE E%LSiENCE M'0 LOCniION OF,LLL 11N0EPGR0uND $OUARE CUT ON WES� END OF AN INLET, Z unun6 SHowN oN iHE oRnwincs wFAE oHtNNEo SOUTH SIDE OF ROLLINC HILLS DRIVE, fAaM nvaua� REcokps u+D atE �PRo�iwiF. FIRST INLET WEST OF CHAPIN SCHOOL H NEIiHER TMEY�RESaON50EUOPFA N0� ENGINEEPOp to ROA�. ELEv 0p0.1fi w �siRUC�Ox. iHE COniqpciOPp�ui 6E PEa�PEO "X" IN $qU�1RE Ct1T ON AT THE BACK Of � to��nrc[ Mn' aRccwioxutr MEnsua[s ia aRai[ci THE i0P OF CIlR6 LOCATEO ON THE ALL IJN6 SHOWN O11p/OR ANY OTHER I1N�EACROIINp $OUTH SI�E OF LOLA ROAD p unEs Nor aF aECaaO aR nor srowH oN rHE pppROXIMATELY 300 FEET WES� OF THE �5 INTERSECTION OF LOIA ROF� k BANK z a SNx� v[qirr n ui a�o vEmiCu ROAO. ticv a�B.}s LOG110N5 OG ALL EXISlING 11i1LtIiES PfiIOR TO coHsiaucrlOM. "X' IN SpUnPE CIIT ON AT THE BACK OF J. IMME�NiELY rvOTiFt' TME EHCiNEER OF PNY THE TOP OF CURB LOCATE� ON THE oiStr+EvuaCiES. SOl1iHWEIST COR EROOFAiHOAD AT THE �. S�E nPPROVED DRUNnGE SNOY oS-24-ao93 FOA INTERSECTION OF PRADERA ROA� AND caNPl£iE ooWHSmEPM h4E554ENi. MORPDO ROAO. ELEV 9J4.}q — I—_ OniE PEVi5i0u I Bv 1'I.I'1�\1.11�1? I)It.�IN:1(.I'. :\ItL::� ll:\I' � '� ' j '. � � . "�_ � � 'a� YS _,�. FEW 1(A- =^ GI.00�PIAIN �o (FEW. ZOrvE a) � �$ iao-va u�riun.E ' � �aaorwn � ' o' EpSENENi s'� � R� ioo-rR ul.� . fL000PWN fA e s �'. `-..._ -_.. .. -"� ' .. � "� �,b1 -'- �'I�;;�f'I'r`��1E\ �1'I?�.I. c�l�.c�-Ir��zz� �z,�1 ('1'll'lll� I�l)ItI'\\IINI'II �I'\lilt:\\'I 1111 \�I1. I'F.\:\.� IJAF+w�m�A�l�w �� �.,..,f�i, .i. "..,.,. �.i. i,_ .,�... � � WMB4O-01]ilO(. wie +�, ocsicrv: wraas� g� � oanwrv: wsnn �,��� �o� x"`_ �, .� .o,� ��:: • :°° SHEET OF BOSHEEiS � H � 0 50 ICO 300 � � €� YS 5Y Y� :> �s too-rR uLnuwTE LOOOPWn Iur soa M� '�,�, �ENT�A PAW�lA7J L _ _���5p}� — � � � ur—mz � ur s�ei ]�I— . � —� 'I. 13 11� � 16 �' � �. 5 ��] —��i B ��I ��, 9 ��-BEE BEND IANE F_ � _ �_- � \ \ . _ r-cun ioo-m � � � aoaocuir� (FENA ZONE AJ - UT 5A1 � MATCH LINE SHEEf 29 sos � � � . � � � � 5�2 \ ._'___ �— � � I _ 3�� �5� J.; �- t.�� I O..19 . I _ ,�ur acz�/ � .. �—� � � I�'I L��,d�.�t3� �- I � � �' �'_ oa pnc v[r+rnn+ 2S '. ]� I l HfSE SB _ CPN 0]Zat � {—� gy li � � � j s3 � x I ss �I -5'C I ��` ' � . � �P' — � � I /, �V 4 —j I I . lA ��oa�, � I ' '�..�`Y� a uT 1 e I 1 1 183 � ' I, ` I . I ] I:.' .. 2CR � '�I^ C � I �__--I—� ,.zl rY1�,`c--- ��sl --�.-I ��.. ;'� _ -. _ I I IXISIINC VEMAW -- ��.-�i RvSE 5A �— CPN 1025)a 10' PIPELNE 1FASEMEM�. � I' ) VOL IfiB94, PG. ]9 � ��ayp . j O.P_R.T.Gi. -1// , �� ��! •. I � \i� 1 /', �" I �, �— � b ae 4 3 .�� "'�� �� DESIGN CRITERIA �ore rrie car+musaa swu conr<rr mE rouowirvc nt �nsr 1B HOURS PRIOfi TO E%CAVAiING IN THIS MEh 1. ftATIONAL MEfH00 OF OESICN. Fom WORiH wAiEP OEPavrNEM i-Bl)-)Ba-H�] 2. �ESIGN FREOl1ENCY (A) CLOSED MLEM - 5 YEAR ���� � -966-986-9]6] ^ (8) 0.05E� S15�EM - t00'rFM a''roR [�FcrqC i-Bi)-]55->a25 � (C) OPEN CHPNNEL - 100 YEPR �� WOFTH iPANSPOflTAPON/PU%IC WORNS 1-91J-S9]-B1W O n 0.013 FOR REINFORCEO CONCflEiE PIPE �R OTHEP FMi�rti6 t-eao-piC-i65 I 0 n- 0.015 FOR RFJNFOFCEO CONCREfE BO% y 0.019 FOR STREE� / GUTfERS RANFALL INtENSfIY FftOM C�tt OF � FORr WQ7iH S�ORM �RVN MANUPL RUNOFF COEFFICIENiS RESIDENi1PL 'A 5' . C=0.61 1�.=].98 O Exis7iec corvortoHs . c=o.�o Z m LEGEND o --��— oaaw,cE o�io[ I �� PR�OSm Si�ftM OR.VN SYS�EY CRY PPOJECT NO 105989 } - E%ISfING S70RM OFNN SISIFI.� F0��1214 0200A11-1059B9-EOJ695 3 A-1 �PNNIGE MEA �61GNAlION MMSCO NO 95V p X.X% ORNWLE �FE4 MRFIGE Q S SURFnCE FLOw PRROW � U 1 � OiuLEf wIlM9EP ��� I I)}�. O PFWOSm PPDIECi �nunax (.II . .,, � � � W 9FNCHMARK$� � �frs� SOUARE CUT ON WES� END OF AN INLE"f, Z t. iHE ExSrENCE nno �oCniaH oF ui uHOEt+GROUNo SOUTH SI�E OF ROLLING HILLS DRIVE, U11LPE5 SHOWN ON iH�E pfipWNGS WEFE OB�NNE➢ FIRST INLE! WESf OF CHAPIN SCHO�L a FAaN nvNueL[ q[caa s u�D na�R aaox wic ROAD. k1N eoo �5 Z EiHER TIE OWNER, OEVEIOPEA ENCNEER ' �y lSSUNFS PNT RE�On58LfIY FOR U1ILIPES PROR TO ��%" IN SOUARE CUT ON AT THE BACK OF 1 C�NS�RL'CiON iHE CO PaLiOR 91nLL 0E REOIIFE� i0 tANE MT PREGUiIONMr MElSUPES TO PliOTECT THE TOP OF CURB LOCATE� ON THE N1 LIN6 SHOWN �OqoR MM OTHER UNOERGFOUNO SOl1TH SIOE OF LOLA ROPll ulutiES NOT OF R OF N0� 410wN ON TNE ppPRO%IMATELY }00 FEEf WEST OF THE P�S' INTERSECiION OF �OIA ROA� h BANK ]. CONiPACiOR SHN1 VEFIfY HORiZOMnL NID KftIIGL ROAp. EiEv e�a.l5 coHs'kucnoH.ALL ExiS�inG �n�rtiES PRioa io ��%- iN SOl1ME CI1T ON AT THE BACK OF THE TOP OF CURB LOCATE� ON THE ] �MUEOV.iELY NOrItY THE ENG�rvEER OF u!v SOUTN SIOE OF PRApERA ROAO AT THE � o6caEaar�c�Es. SOU7HwE57 coRNER OF iHE +. SEE MPRwEo oF.�uncE su�r �s-z<-oa9J FOH INTERSECTION OF PRADERA ROAD PND COIIPI.EfE W1YNSIREW �14ESSAIENi. MORPDO ROAD. ELtV B]4.34 —I I II i pniE I PEVISIOe� I Bv i'i.ri�i \ i i'. i)ii,\i��uii_ ute.� :�i:�r l I �'1'��� r\ �Z'I�,�T' OI�I'�Ir���D Z1'AZ' cn,� ur rua�r ���uk„i �f.\ItK:\\�I ('111 \'l l. I't.\,�♦ UA Fn91m�r�y, I.iw . .. �� f 1 � WMB �-O' 01� 61TE ] fRs OESILN: �IFOLW � oruwrv: uvv.n 7///��6 $CP1E /«%1— MOIII: - 1CV' �n [u eue� VEFI: • N/.1 SHER 31 OF 5fl 9�EE15 j�J�Ey)j��}�J{jyj{�{� STORM WATER SDJ 4]" CL I�I f�EIYYFCIIFI����G� PIP�T R9({' RM MAINTENANCE PiDeurbox h� STn 6+Oa.00 SD3= AGREEMENT 421 do Dieme�erofP e rM1eigM1�ofbox(In) >iq iU+»ab t;Hnry tL �- N 61 TW Tailwa�ertlep (fl7 GAV STA 18+98.�1 (�B.00' Ln 9fi11 q Neaofpipeorbox(sf� ORCHARO WAY INSTPLL 109 SY hPE "A" / INSTALL CH-PW-O 4:1 HE40WALL REFER TO SHEEf DRT RIPRPP (12' OEEP) 81b Q Flowinpipearbpx�ch) 14 FOR CHANNEL ]9'1 Vi 1yrVelocily C PV�u & PROGILE 10' CHANNEL ACCE55 SiA 1+1850 ui }G1= Btl J V00 5yrValocM NtNSIOH ALW V WOOOTNORPE WNE � AT �51i MAX SLOPE GAV STA 19+1150 (1850' LT) SiA t0+90I4 SD3= 1 V Velaclryinpipeor�ox(tt/sx) I STA 8+93.J9 503- ORCHAR� WAY �qV SiA 21+0945 (000' ) O�o 8 in FromFigured.]-3ML I - CONNECi TO INLEf ORCHARD WAY I -n i+0000 ui �i I I I ' SiA 1�0000 lAT JC2 REMOVE CH PW-0 NEADWALL Gratla4ontable1 12 lM1ckness I I I I � pqy y-�q �g+1150 (0.00' ) I PAV STA 19+1650 (1850' Li) & CONNECT TO 62" R�P �T ¢A2 - 2��� RCP Talwetercontl[w(f MIN IIseFGured]2 I �K 3�I ORLH/Ji0 WAY OFCHPHD WAY (TO BE CONSiRUCiE�) Leng�hofAprof{J 15 R FromFguref]1 i . I � +{� • �1` NSTHLL 5 SQUHRE JUNCTION pa%� INSTALL 1 STO 15' WRB IN 7 CPN 105988 �SD4 - 21�� RCP I� �, iC - 8]i.)2 FL 866-9] WtltM1ofupsteamapro� 105 ft Iw Stl, I �\ � RUTH ANNE LANE ' W tl[M1 of tlownsteamapronl �e�s n o. o w o � a I I_+� " '��� I 5e 54 J8 II � 'i � =�11 1fi " S]4 - 24" RCP iaa' swr�nn �. �- � �� - ro aE caHsraucrEo I aZ. �_� VErvTPNA wESi PHASE 1A � - � � (ar sEPNUrE corvTRncr) �SD5 - 24' RCP - - t.% � � � � � l . 3G1 \> � / 3 �— / / � / �� T Gi /\ '.::/ ! �� / �— ( 'LAi 5A1 - 21" RCP l i / L I \ \ SCI3 �42 H4Y �T 3G2 ` �l � SD3 ��iid� \ I / \� � � LJ �� Y� � i i" , / � / ( - �� �- r , <a�� `� ./ / � u/3' �) . � d / -- ' ro ae coNs�aucreo ,� _ J .. rccr ., � j. ' � Br�sEana�n�*e coN.Rnc.j �' _ � - - - / I VENiANA PARI(WAv S�A 1+18 50 lAi 3G2= PAV STA 19+16 50 (18 50' Ri) LAT SA2 - 21 �� RCP SiA 6+8�.00 SD3= PAV SiA 19+1150 (1850' RT) ORCHARD WAv AV SiA �6+98)l (000' ) ORCHARO WAY INSrALL - l SrD 15' CURB INLET ORCNnRD w CONNECi i0 iNLEi iC = S�i �2 F� = 8665� iNSiPLL S SOUPRE JUNCiION BO% " 880 875 870 `885 � 860 £o oo� Fg 8.�� ;a 845 SD3 6+Oa ]+00 8+00 9+00 t0+00 it+a0 t2+0a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - — T � - - - - - - - - - �e - r, i J . �a J �1 p� M i�� n`�� J'� ! '�i .- _ �� ���� m rw< r. vsei , � E, _ �.. c-.oi Nc v�(z / � J � �: � �a �-, � �"� E �o�, e _ - � F��"-�—r �- �_�-U c� � ; a„� - � / _�� T � �� �N��: /' — ��.: 4- � - �_l(_.. �\ i�Jry .� — � 'n _ � I L- I , - P�F�PF SEJ ( RA �E / — �I I f �- � I � I / � ' �— I I ' _/ � — I I=-4!-� �� / / � �� i� � I L/ � � d `� �r`�� � vTIRi� [�E01 inLE'S / I / J —�— �'�►Af� >. � - ��_ � �Y � �� \ a.ic _ / II � � �� ��.; �� a» � �� -° r ae c�N<rai�crn ' _� J � 4z�z � ' �. L.;`� . .,� � �.�. � �I � - � a���a'�� i ���� � � � � �` fc= 1�3 Mln = hN �"L �- 9� .� _ � � �r--BE }.,� Wi� a. _ � -�. fl�. ��,., N Oru�14-'�Ji�F' �k5_���S.f`,S / �l � c�T� I ( )n --�� a Fl D �� l 7 1 � l \ � � � � � o HFVI�LL � �� >EI f�A� ic= } A� r �'�� ^�, pr�F/ \ 5- F��T �n = . h,� _ - �,n n � w� - � ,- ..� l ~ " � , i� 4 i1 � 4 �2 �� �� � � � �� �i1 � �� C r CJ �� C � � � C Ci o zo ao so C � CiiY PROJECT NO 105989 Q FiD- 30114-020D431-105989-EOJ695 � X-28a22 � MAPSCO N0. 85V U � Q _ • , . � �- � 0 w+awwiroe�bCl�w. - �allecfb Y�uni�. N i� BENCHMARKS. 5 SQUARE CUT ON WEST END OF AN I�.ET, z SOUTH SIDE OF ROLLMG HILLS DRIVE, FlRST INLET WEST OF CHAPIN SCHOOL � ROAD. ELEV 8�0.16 Z W "X" IN SQUARE CVT ON AT THE BACK OF � THE i0P OF CURB LOCATED ON THE SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE IMERSECTION OF LOLA ROAD & BANK ROAD. ELEv 8�8.36 'X" IN SQUARE CUT ON AT THE BACK OF THE i0P OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD ELEV 8]4 34 880� DAiE REVISION BY 875 STORD'I PLAN & PROFILE Sll3 870 1' .L,'' A�' 1 S`�A l' C� Y Y JL,'' a� 1 iJAa.'i.l �1C�Aa.11J Y V' A'� ll 88` CITY OF FORT WORTH T.4RRANT COUNTY, TEXAS 860 �A wA o+sim.rins Yw. /i B�B� NaM CenhelExpressuey PM1ora JflB fi210)10 s���eaoo oauas,re�s�szaa Far�-Fiaes 855 ��A PRaec* io \ NT640-01�1 F ` DATE- MAY 2025 .���Y..-..1 �, - �ESiGN- DUFOUR 9���N55_%°� DRAWN MORfiN "� SCaLE 850 �� xoaz� i.. = qo, os zo io�s �ERi. _ SHEEi 39 S4S OF 58 SHEETS 885 860 855 8 `850 &� 845 zg e g� ' g 8„ 35 ;a 830 ,o M ���M�M � FREE60ARD NATUftAL GROUND q+ � �� z �z�- " TOP SOIL Q P 6" TOP SOIL AND SEEDiNG qN� SEEDiNG REQUIRED 16� REQUiRED- SEE iABLE PROVIDEO ON SHEET 61 FOF 0.iA AT EACH HYpRAULIC CRO55-SECTION iYPICAL CHANNEL SECTION Ni5 iNSTnLL aI Sv ttPE '., DRv RiPNnP ( 2' DEEP) PER CTCOG SPEariCnnoNs 803-3 STORM WATER iNSTu� a2 Sv ME FAGILITY "n" DRv RiPRaP (t2" MAINTENANCE /DEEP) PER HCiCOG AGREEMENT SPECIFlCAPONS 803.3 I \ I i O _ _ TO BE CONSTRUCTcD - - - - - 0 VENLANA WEST PHASE 1A � � _ + ' �\ ' Bj3 ' � (� SEPARATE CONTRACT) "8� � (Q _ � -- — �— . -- ... _ jj - __ -_� � � � � � , � � } rr � c � � _� � �--� W j _ e_ _ _�z /' � �`� �y, __ �a �� s � N -� J � .- - J � �_-� ==�V t �� - ro eE co slauc*Eo ' I -� `- 855 —�- � � NA WESi GHASE tA � 960�� _ / r� S% + _ � � � '_ _ � _I� PARAiE CONTRACn � `��I ___ � �{ �, _- � t F i �� Q �—_—�;7 �., ze I u , z z3 2z , � 20 � / / / � / ,f 50' SANIiPkY <n N � � p tlL�iN [,HqrvNEL�NNFI 9 � SEWEF wsn� noo sv ivae 'A' DRY RIPRAP ( 2'i� DEEP) PER NCiCOG SGECIFIG4TION5 803., � ioo' � -�, . � m syovMn � � ��� � � I � , � �I I I � / / I I 0 II _ � / I I � � �J// / I I o � �� % ,�/ I � t j .— EASEMENT CHANNEL C _____________________________O+aa________t+Da_______2+00________J+Da________a+00________5+00__ 6+00 \� � !�( / � p �a / / � Aa; / / u � / � i / / i / c o �eiil�e- / / \ i / i / P�P��s�' /" � ' a. �Ei � �c✓ \ / � ' �/ � i�o -e 1c: - / / � / � � ' / � � � / / � _ � / � / � � / / / � � � i � - � �i4ae �� , n».. _ , / ,_� � ,_ � � � � // � �� f � R,P,F, .a� � �..�� C fV � tl / � � O � I � o � � H � Z m o zo ao so � � � I Citt PROJECT NO 105989 Q FiD- 30114-020D431-105989-EOJ6o5 � X-28422 MAPSCO N0. 85V p � a _ • , � � 0 wiawwimrshe�nw - �i�5��lie.farkYQu pi4y ~ � W BENCHMARKS � SQUARE WT ON WEST END OF AN INLET, z SOUTH SIDE OF ROLLING HILLS DRNE, FlRST INLET WEST OF CHAPIN SCHOOL � ROAD. ELEV 8�0.16 Z W "X" IN SQUARE GVT ON AT THE BAGK OF � THE i0P OF CURB LOCATED ON THE SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE IMERSECTION OF LOLA ROAD & BANK ROAD. ELEv 8�8.36 "X" IN SQUARE CVT ON AT THE BACK OF THE i0P OF CURB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD ELEV 874 34 SP° onre aevisoN av 860 STORD'I PLAN & PROFILE CHANNEL C 855 ��'' ��,�N�' �VEa�� 'V Aa.'i.l �1C�Aa.LJ Y V' S'] ll 85C CITY OF FORT WORTH T.4RRANT COUNTY, TEXAS a4= LJA �„ �,M.��..�. 806� NaM CenhelExpressuey PM1ora JflBfi210]10 s���eaoo oau�,re�s�szaa Far�-F-iaes 840 ��A PRaec* io ureao-om 3���� DATE MAY 2025 DESiGN- DUFOUR q��E_51� oRAw� MOR�� 835 �� sca�c Voaz� i" = ao. 05 ]o R025 ERi. _ SHEEi 43 S3O OF 58 SHEETS 875 870 865 g `880 % 855 "s� ' g 8„ 45 ;0 840 , o M�����M � Q OFREEBOARD NAiURAL w w ', GROUND 'Nqk = m � �� �2. �2-� - 6" TOP SOIL M k 6" i0P SOIL nND SEEDiNG pi,i p SEEDiNG EQUiRED- �6' EQUIRED- SEE ipBLE GROVIDED ON SHEEi 4l FOR Dnin ni EnCN NVDRnuLiC CRO55-SECTiON TYPICAL CHANNEL SECTION Ni5 STOFM WATER I FACILITY � MNINTENANCE i AGREEMENT TO BE CONSiRUCiEO VENTANA WEST PHASE 1N (BY SEPARATE CONTRACT) I I 10' CHPNNEL ACCE55 � AT 159 MAX SLOPE STa t0+55.48 CN/+NNEL C= Sln E+Ua.UU >W= PAV 5!A 16+98.J1 (J5.00' LT) � ORCH4R� WAY SinLL CH-PW-O 4:1 HEADWn1L --,� �,-- _ r� tt II ! �. ! / N Fh—g55 �I ' CH/�F1NEC � _ _ _ � .i _ � � I �I � (� i � � __}a_ ___Ir� I i ._ . � - ��Y��I I�� 'i T z — � _ s���� / , 3 _ ��osri r- �_- i _ ix — U _ - _ -- __885 -_._ ___"_____'"�__-__--��..__ -___-1I.__ .. - _,� _ a__-_ ____-18 _ --I,_-._ �s I �s ,s ,a � �� � '" � � m m 'm m � �' i0 BE CONSiRUCTED vENinnin wE51 PrvnSE in (Bv SEGARAiE �rvTRACi) I ORCHAi M I / • �II/ 5 � TO BE CONSTRUCTED VENiANA WES� PHASE IC (BY SEGARATE CONTRACT) 2 � 6 ��� � J - REfER TO SHEEf 39 FOR RIPRAP OUANTItt & CALCUL4Ti0N CHANNEL C ______________6i�0________]+00________8+00________9+00________t0+00_ it+00 2+00 - - - - - - - - - - - - - � N n �1 � � �� ^� ��� / _ ^. E; a, � N eK- �� i� Pa se; Rn �e I / _ A ua o���'�. . . . . . -� , -\ �r� �_ � �_ � - � � _ _ �`� / I �--- -- i � � / I - _ _ _ , �r � �, _ � �� � � � vroF��n �a�o�� c�re�-� � - • - � .. � u rrc�rn� \ .J � � ' � ` _ - - I � - �-- - - ` asz u� � ��9 �w / ^y�"T ,�� � ^ �ER GL1N S E� �"� � �+ p {� � ��f � V. � G, tr • � � 0 � � � o � � H � Z m 0 20 ap 80 O � � I piY PROJECT NO 105989 Q fID- 30114-020D431-105989-E�J635 � %-28a22 MAPSCO NO 85V p Q _ � ' O 14Y8w�wli3ts �}C�dW. �- �i���tlEfe Y4uqi41� ~ � w BENCHMARKS. � SQUARE CUi ON WEST END OF AN INLET, z SOUTH SIDE OF ROLLING HILLS DRNE, FlRST INLET WEST OF CHAPIN SCHOOL � ROAD. ELEV 800.16 Z W "X" IN SQUARE GUT ON AT THE BAGK OF � THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE IMERSECTION OF LOLA ROAD & BANK ROAD. ELEV 8�8.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP OF CVRB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MOR4D0 ROAD ELEV 874 34 87F onre aevisaN av 870 STORD'I PLAN & PROFILE CHANNEL C 865 1' .L,'' A�' 1 S`�A l' C� Y Y JL,'' a� l ����1��� ��� 86C CITY OF FORT WORTH TARRANTCOUNTY,TEXAS 8:.� �� �MAIW"N�%1'& Y10� 606� NoM GenlalErcprassuay PM1o�re J68fi210]10 s�neaoo oau�,re.�r�sz�a Far�-F-iaes 850 ��A PRo�ec* io uraao-om ����� DATE� MAY 2025 DESIGN DUFOUR S� ���E_5�� DRAWN MORfAN � SCaLE VORZ� I.. - 40• 05 Io 3035 ERi�. _ SHEEi 44 S4O OF 58 SHEElS .i o�. �� � .r..o��_ n..,a I EsoE.��ksaa�n .M a��1 u�s=�w.�a� , �.�� �� P„��. �.,�mn "�� �� e� _u ,��,m �a�� �� w�» � � �� � , �.E „u.� �.oE .,o,�„ �v...o � , �. � � R� � p' ..nwa.�k,��, ��— I � �\I_ u��� „�. ,�;�-, I �a�.,. M..,= a�o I I o„ ��� w, o„o , .. •.�aE=� I o�u — / � ���� �,;Q� ,�.�� ���� ;�� � ,—=F�,o.,,e„a ma.. �. �.�� /✓�a�o. n w �o � � / �-{ o., � �r.� •oww � / �um w� � �� , .. ..ta��n �...rzak DETAIL A 33 OS 10-D402 EMBE�MENT FOR RCP STORM SEWER ALL SIZES iH �"°:::' .1\� II �� .., v.. �.r��r..� �\`�'II �►�% �1!'!'� ".�u..��"� DETAIL B 33 OS 10-D403 EMBEDMENT FOR STORM SEWER CONCRETE BOX ALL SIZES �� i�� '�� I��t — � -r t -r i i i i ��� � I I I .�. �` �..�,o...o. I �� I STANDA� 4�OUARE � gg 4910-0� �w. r �v-� .� �\t ���� - s.�.� � �� � ��J �`i��..�1 I'I�e�•'-.':., � ��'�' �, � �Ilfl .�a�..«��`.y rnwre�s �M��.��fr� ..� s��� _ � — V —,' f i �,.��...,..� � � �� � ��f��� - y t �� _�.� .s...r� v� � �"��� � �� a:�z ���� � Clfr IOF FORf WOR1N, lF]fA8 IEVqE� 04,]6i0Y7 �"' � STAND ��RM�R�AIN WLET 33 48 20-0405 � �� �`� L i =—I�� �s � 1 � �� I I �i I � - I � I I � -----1 �EQ,— _ � ' i . ��.,�. _I .o .�s.�.a. �'`<M3 ovv •�ow �ol I `-1 � nI I eats e (µf ' _ I BnRS C t 9(1�1 BMS F(HJ _ - I I reury' j 6us E6lN) ew6 6 (Nl .r�'�- � ���� � i =� .i aaos � (Aa) � ��� BMa Y (H) I eaes H («l I ��y�... c�rrorroarwortrx.�x�s REveeoa.m.ws� STANDARD STORM �RAIN WLET 3319 26-D405 (SFIEET 2 OF 2) � 0 I � m � O z m 0 `iY PROJECT NO 105989 Q D- 30114 020D431-105989-E�I685 � x zaazz MAPs�o No as� o � a _ . .,� � �- � a,ow.wirae�be�dw.- � �i���tlEfereY4uqi41� ~ � BENCHMARKS. � SQUARE CUi ON WEST END OF AN INLET, z SOUTH SIDE OF ROLLING HILLS DRNE, FIRST INLET WEST OF CHAPIN SCHOOL � ROAD. ELEV 800.16 Z W "X" IN SQUARE GUT ON AT THE BAGK OF � THE i0P OF CURB LOCATED ON THE SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE IMERSECTION OF LOLA ROAD & BANK ROAD. ELEV 8�8.36 "X" IN SQUARE CUT ON AT THE BACK OF THE i0P OF CVRB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADERA ROAD AND MORADO ROAD ELEV 874 34 onre aevisaN av STORM DETAILS Y�A�'1S`�Al'C� YYJL',�l ����'I��ID ��� CITV OF FORT WORTH TARRANTCOUNTY,TEXAS LJA 6ginwring, Yw. �A 6060NorIM1GentralEryressuay PM1o�reJ68fi210]10 Suile C00 Oallas.Texas 15206 FRN-F-1386 i WA PROJECi ID ytptE �' � NT800-01�1 �s� � DATE� MAY 2025 .".... ........ocRsoN DESIGN WA 7��E-5�� oRAw� �� � s�A�E A �oRz �A 05 Io 3035 ERi�. N/A SHEEi OF 8 SHEElS � j�� �� u ., �i�� � F'�� •.^�.l R"�.'J�LC:/C�UlC' . �� ��_ � � cmorFacrwpnH,torwt �viseo: worzoa � STANDARD 6' SQUARE 33 49 10-047 0 JUNCTION BOX � �iw�i�::�i Maa. mr.w.:l` � a � �� �� ^ ���n•r.:�`n."..°w' --- --- r f - % � �,� - 55 I I I ��� l�ra. ..� .-...:�. �f I I I ''^"" ., I \. � I � � ., :, fr� ^ j _ -- � '� _ _ _ _ I I � � -t.— s`. `�`� 1 's1 . _i � I I - �.�.M � .�,: �- SI 1 i _ � I�\ iF i�� �� I � ; --�% : m.�l! i \L / � ;I � ��" x� — ' — . _�' I I I �r m°' i � �-�e� i - I - _ � �"" p I / � I ,V� l �� . '3 � I �vd,.,-.., ``� I I J -- H. _ � � I � I I a 1 I � --------�. L-- —_ t���- --- =�_��.� � �,- � - . w�: . �x =E�n3��gy .. —� � �r y � � i1� j��,. �1 I � � �� n.. C���.� 6v�...'�J .{I�+- ?.LI�` ;T� eu,�o!bn 'm�,.a.e..� m.�,,,+...a _; � ' *� � i ` \ ... ^ � BAR_ � :K) f �� � rs.ianw �..n..ww....K.. � �II„� � ,��....,- � an'"`;n; I�as :s+; �.�ncr ..� ���.,.�.�-E — � .sJ .�.. ru.r rc�uvcwomnn o.�wv-�r $GIliYJ< �w.rw:�. ��"av ��11/ CffYOF FOftf WptM iFXAB REVI8E0 Wa0.70N I I STANDARD DROP INLET 3� ���8 WITH LID �� � +--+--+- ` i i ��x�+--+- i °� i _ `��i- '� i ��:.�+__+_ r: i i �1P' � � `Fnem� tw��omi I� l� ' R '�I N I� � �I ��� 1< < I� L� i �� ; / r� i I � '' 'a-_...,l. � I I � \ � % °- ::J � � E' � ...�.m I� I cP P�E NETRA�ONI I 33 4910-0 5 � i I � I aen ��� • V�_. . °*—I , �- �� � 6�m I1} w�w.'nm.�usaa � I � I cmt��arrwn�x.�xas MANHOLE STEP& RENSEU 0430-2�7 33 4910-Q414 � 0 � � 0 0 i Cltt PROJECT NO 105989 Q Fio- aoiia-omoaai-�os9ss-eoisas � X-20a22 MnP5C0 N0. 85V � � Q _ � O w+awwkatsbClnw. - �allmcro.cya�v��. � w BENCHMARKS. � SOVARE WT ON WEST END OF AN INLET, z SOUTH SIDE OF ROLLMG HILLS DRNE FlRST INLET WEST OF CHAPIN SCHOOL � ROAD. ELEV 800.16 Z W "X" IN SQUARE CUT ON AT THE BACK OF � THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE IMERSECTION OF LOLA ROAD & BANK ROAD. ELEV 8]8.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP OF GURB LOCATED ON THE SOUTH SIDE OF PR4DERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PR4DER4 ROAD AND MOR4D0 ROA�. ELEV 874 34 DAiE REVISION BY STORM DETAILS ������������ ����z���v��� CITY OF FORT �i'ORTH TARRANTCOUNTY,TEXAS uq� � �✓� 8080 premvay PM1ano ��896210)10 Suile <00 �allas,Tevas ]5208 FRN-F1386 PjE oF re} WA PROJECT iD � qs Ni840-01J1 h \ • ` \� DATE- MAY 2025 ::. �......�..... . . 1.� - �ESiGN- WA � ��'�:'J�p oRAw� WA � s�A�E VORZ //+ os lo ]075 ERi. N/A SHEEi 53 OF 58 SHEETS r. .., ������� SEGiIllN �\IL. CffVOFFORTWORTH,iE7fA6 REVISmOL30.20Z7 �Rl CONCRETE PIPE COLLAR 33 41 1Q-0416 �pF F�T � ti� U �t. � � r � tG�QR'k � � Pd.U. I�1Tif�'.Oy7_�fI��1:I�Z�hPi73 PLAN YIEW — GRA�E RINGS ,_ v;_ ':• � . � � : ���� �I =_- I� �h:I��i���La^.ei:T�L� * siwi �' �� 3 M°°:axm � � u�. , E ro�n �ca��+onnw ��rwn :� ��x ^"cs aucim�� _ v� ro . wxat wrc m mr �,�. ��� a wamm 9tE psM�w `/''' •." �"^---- I�I MANHO Gr�� ��sY AND � 3 05 73-D477 � 0 0 � z O Z m 0 CiY PROJECT NO 105989 Q fD- 30114-020D4 31-105989-E�I685 � x-zaazz unPsco No asv p � Q _ .�.,� U �- � O arowwi+at'sbt=l8w.- C�Iluemra�cua��,. � w BENCHMARKS. � SQUARE CUi ON WEST END OF AN INLET, z SOUTH SIDE OF ROLLING HILLS DRNE, FIRST INLET WEST OF CHAPIN SCHOOL � ROAD. ELEV 800.16 Z W "X" IN SQUARE GUT ON AT THE BAGK OF � THE i0P OF CURB LOCAiED ON THE SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE IMERSECTION OF LOLA ROAD & BANK ROAD- ELEV 8�8.36 "X" IN SQUARE CUT ON AT THE BACK OF THE i0P OF CVRB LOCATED ON THE SOUTH SIDE OF PRADERA ROAD AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PRADER4 ROAD AND MORADO ROAD ELEV 87434— �AiE REVISION BY STORM DETAILS &o =8 a8 �g E� � f/ r � � S"�" c" I/ � y\ 7 � � ` . = � � .. � ,; . ,-.�:. i � � e_..�� — . � I'J'. J i ,\\� ,���^ .o w .yy�� `ti �, �:.. _ . :;"r mu.�v r� -P F —�`:; I �. :!�. �� '-�FF-a3=i+:'+ . f�� � �,� 1 �'^s. Q ` �; '-�---- L �_ �- I ��..._' � � 3:'+"i_ w av` � .. 4.—.���� � ��"' �����' ���"' .�� ����1��� ��� CITV OF FORT WORTH TARRANTCOUNTY,TEXAS LJA inHinMrin& Y�o. �A 6060NorIM1GentralEnpressuay PM1o�reJ68fi210]10 Su le C00 Oallas.Texas 15206 FRN-F-1386 i WA GROJECi D ,P=E ° � = Nraao o��, �9s � DATE� MAY 2025 DESIGN WA 7��"E":�` oRAw� ��A � s�A�E �oRz �A 05 Io ]035 ERi�. N/A SHEEi 54 OF 58 SHEElS Exhibit `C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN FOE SWALES AND DITCHES The only respousibility the Ciry of Fort Worth has in the operation and maintenance of this Facility is inspection. General 1Vlaintenance Procedures The stnictural and fiuictional integriry of the faciliry or facilities described in "Exhibit A" shall be maintained at all times Uy reinoving and preventing drainage interference, obstnictions, blockages, or other adverse effects into or througholit of the entire facility. Periodic silt removal shall occur when standing water conditions occur or tlle swale or ditch volume is reduced by more than 10%. Silt shall be removed and the swale ar ditch rehirned to original lines and grades shown on the appi-oved engineering plans. In addition, con�ective measures are required any time the faciliry does not drain completely within 72 hours of cessation of inflow. **NO STANDING WATER IS ALLOWED in a facility designed to convey stoi-�nwater during , storm inflow, but to be maintained for dry purposes only. Accumulated litter, sediment, and debris shall be removed and not exceed 6 months of accumulation or as necessary to maintain proper operation of the facility or facilities. Disposal shall be in accordance with federal, state and local regulations. The facility or facilities as described in "Exhibit A" shall be mowed monthly at the minimum, between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris fi-om entering and clogging the downstream outfall structure a wire mesh screen or similar screening device shall be installed over or around the structure imtil final acceptance. Preventive Maintenance and Inspection • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of all maintenance actions, and inspections. The log should document the conditio�� of the facility or facilities primary components, mowing, silt, litter and debris removal dates. • Written maintenance and repair records shall be maintained by tlie party or parties signing the attached Agreement and shall be provided to the City upon request. FORTWORTH " EXHIBIT D" STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST FREQUENT INSPECTION Inspection Item: Date: Repairs Required: Repairs Made: Remove: Trash and Debris Remove: Grass Clippings, Leaves, Etc. MINOR INSPECTION: Inspection Item: Date: Repairs Required: Repairs Made: Overall Condition of Facility Amount of Silt within the Facility Amount of Ponded Water within the Facility MAJOR INSPECTION: Inspection Item Date Repairs Required Repairs Made Evidence of Cracks or Missing Concrete within the Facility Evidence of subsidence around or within the facility Evidence of Roots, shrubs, or trees Infiltrating the Facility Fort w��rtl, ° �c� Stormwater Managen�ent Notes: Notes: Notes: F�RT��RTHo City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: CND-PO 1 Ventana, LLC SubjeCt of the Agreement: Drainage easement maintenance agreement needed for new construction. 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-25-0080 *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.