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HomeMy WebLinkAbout064417 - Construction-Related - Contract - PMB Ventana Developer South, LLCDate Received: 12/5/2025 Time Received: 2:15 p.m. Permit No.: SWFMA-25-0079 City Secretary No.: 64417 DRAINAGE CHANNEL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 4th day of December 2025, by and between PMB Ventana Developer South LLC, a Texas limited liability company, acting by and through K. Taylor Baird, its duly authorized Manager hereinafter referred to as "Landowner", the Ventana Homeowner's Association, a Texas nonprofit corporation, 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 0.207 acres tract of land situated in S.A. & M.G.RR. CO. Survey, Abstract No.1903, and 1961, Tarrant County, Texas, and being a portion of that tract of land described to PMB Ventana Developer South LLC by deed recorded in D224176443, 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 Way, 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 DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN OFFICIAL RECORD CITY SECRETARY 1 FT. WORTH, TX more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and; NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner and 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, 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 Drainage Channel Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner and 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 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. 3. The Landowner and 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 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN and/or to respond to citizen complaints. The City shall provide the Landowner 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 Association, its successors and assigns, fail to maintain the Facility in good working condition acceptable to the City, 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 and Association's. 5. The Landowner and Association, 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 AND ASSOCIATION AGREES TO HOLD THE CITY HARMLESS FROM 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 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 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 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 BANK 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 HEREUNDER. 7. Landowner and Association covenants and agrees that no habitable building shall be erected within the drainage channel outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage channel, which do not impede drainage. Landowner and 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 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 running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN 4th d f December 2025. Executed this____ ay o ------- CITY OF FORT WORTH Jesica McEachern Assistant City Manager City ofF01t Wo1th Date: 12/04/2025 Approved as to Form and Legality: M.Kev-if-v And B-r¥'] II M. Kevin Anders, II (Nov 3, 202512:43:51 CST) M.Kevin Anders, II Assistant City Attorney City Attorney's Office 11/03/2025 Date: ----------- ATTEST: � A � Jannette S. Goodall City Secretaiy Date: 12/05/2025 DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 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 ]Zij;enrn Kandice Men-ick Planning Manager 11/03/2025 Date: ---------- 5 STATE OF TEXAS COUNTY OF TARRANT 2025 This instrument was acknowledged before me on December 4th, by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. gradfard Kathleen Bradford (Dec 4, 202516:02:49CST) Notary Public, State of Texas tR a� KATHLEEN BRADFORD Public ��w STATE OF TEXAS "� YFyx Notary I.D. I2197197 CF MY Comm, Exp, Apr.12. 2027 DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN L LANDOWNER PMB Ventana Developer South LLC a Texas limited liability company By: PMB VENTANA DEVELOPER LLC a Texas limited liability company its manager By: PB Ventana Manager, LLC a Texas limited liability company its manager By. .Taylor Baird v Its: Manager Date: _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 , Manager, 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 PMB Ventana Developer South LLC, a Texas limited liability company and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of Ut 1111,20 O `' Z 9j +Pzz 'OF0FI ZZ ?8963.6 \:�\ 11 /1 // 04 2 Q 112p L\\\��� _J NotaryPublic, State o Texas DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN ASSOCIATION Ventana Homewoner's Association A Texas nonprofit corporation q�� By: K. Taylor Baird Its: Vice President Date: `C) 17.S/ 2625 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, 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 (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this Rd day of -�)LTO , 2005 Notary Public, State of Texas P6*-. .�28963�6' r041 2 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 8 Rev. 03/01/2022 BN ASSOCIATION Ventana Homewoner's Association A Texas nonprofit corporation By: E. Peter Pincoffs III Its: President Date: w I Z3 / 1626 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 01�: day of C.r , 20 9.5. \\\0%\ �OFOFS`c �04-211011�0�\\\\\` Notary Public, State of exas DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9 Rev. 03/01/2022 BN ASSOCIATION Ven"ana Ho ewoner's Association A .,x a rofit corporation y: att Mi dren Its: Secretary Date: �0 l 1,3/ ZOZ5 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 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. 'Lr� RL GIVEN UNDER MY HAND AND SEAL OF OFFICE this o� day of , 20 06 . (—�%otary Public, State o Texas DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10 Rev. 03/01/2022 BN EXHIBIT "A" LEGAL DESCRIPTION DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11 Rev. 03/01/2022 BN EXHIBIT "A" 0.207-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.207 ACRES OF LAND SITUATED IN THE S.A. & M.G. RR. CO SURVEY, ABSTRACT NOS. 1903 AND 1961, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF THAT TRACT OF LAND DESCRIBED TO PMB VENTANA DEVELOPER SOUTH LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224176443, OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHWEST LINE OF SAID PMB VENTANA DEVELOPER SOUTH TRACT, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" 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 OF TARRANT COUNTY, TEXAS BEARS NORTH 60-58,38" EAST, A DISTANCE OF 267.00 FEET; THENCE OVER AND ACROSS SAID PMB VENTANA DEVELOPER SOUTH TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 29°01'22" EAST, A DISTANCE OF 300.00 FEET; SOUTH 60°58'38" WEST, A DISTANCE OF 30.00 FEET; NORTH 29°01'22" WEST, A DISTANCE OF 300.00 FEET TO SAID NORTHWEST LINE, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE SOUTHERNMOST SOUTHWEST CORNER OF A TRACT OF LAND DESCRIBED TO HIGHLAND HOMES — DALLAS LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224194266 OF SAID OFFICIAL PUBLIC RECORDS BEARS SOUTH 60°58'38" WEST, A DISTANCE OF 1068.72 FEET; THENCE NORTH 60°58'38" EAST, WITH SAID NORTHWEST LINE, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.207 ACRES (9,000 SQ. FEET) OF LAN D. 7 Aaron C. BgAwT'I,.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West Th Street, Suite 300 Fort Worth, Texas 76107 817-282-1900 TBPELS Firm No. 10194382 Page 1 of 2 (Revised October 29, 2025) May 12, 2025 °°AARON°°C .°BROWN °° ..%.......................... 6702 S 6 F"j 0 75 150 lq3m*n LINE I BEARING I DISTANCE L1 S60'58'38"W 30.00' L2 N60'58'38"E 30.00' G� 9p'S �G P� '0 iy PC) PMB SWFW DEV CO LLC C.C.# D224176444 O.P.R.T.C.T. APPROXIMATE SURVEY LINE �$" % S6dg8 00 w, 5/8"CIRF L��p �Qy21 G "LJA SURVEYING" ��� c G• O Q R�' LOT 18, BLOCK 26 VENTANA, PHASE 5A C.C.# D221277917 P.R.T.C.T. Z O 0.207 ACRES- (9,000 SQ. FT.) 5/8"CIRF "LJA SURVEYING" w POINT OF BEGINNING O, r' PMB VENTANA —DEVELOPER SOUTH LLC C.C.# D224176443 �0, 0.P.R.T.C.T. O, S�oliy GG'6� gJ- S RPG� S.p . pe PMB FW LAND LP C.C.# D224123924 O.P.R.T.C.T. IRF IRON ROD FOUND CIRF CAPPED IRON ROD FOUND O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS C.C.# COUNTY CLERK'S FILE NO. 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. DATE: 05/12/2025 EXHIBIT "All PAGE 2 DRWN BY: S.A.T. 0.207-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT 2 CHKD BY: A.C.B. SITUATED IN THE S.A. & M.G. RR. CO. SURVEY, OF PROJ NO. 0171 ABSTRACT NOS. 1903 AND 1961 TARRANT COUNTY ,TEXAS W Z J } W i U J 0 J W � Q � O O O W W fN �^ X> W 0 M a Mo4kCi (A a a n._jc) > ci o z Lw 0 W 0 Q �X V) \ LL. a (REVISED 10/29/2025) , LJA Surveying, Inc. 1J� 3017 West 7th Street Phone 817.288.1900 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 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 B65 I I 055� 1, 1 I I I m NOTE: THE CONTRACTOR SNALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA. R FORT WORTH WATER DEPARTMENT 1-617-871 —8296 ATMOS GAS 1-06fi-332-8667 TXU ELECTRIC DELIVERY 1-800-242-9113 EjCHARTER COMMUNICATIONS 1-817-509-6272 FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-617-392-8100 EFOR OTHER FACILITIES WWW. TEXAS8I I.ORG OR I—BW-545-6005 TPNA WEST PHASE 1B SEPARATE CONTRACT) T TO BE CONSTRUCTED VENTANA PARKWAY '8]3 I. SEPERATE CONTRACT)-880. \ III^I SILL FENCE P) L4w�ROCK CHECK DATA (7YP) j TO BE CONSTRUCTED - wNTANA WEST PHASE IA (BY SEPERATE CONTRACT) 1�T CURLER _ U J (T R) SEPERATE INLET PROTECTION H EROSION CONTROL NOTES CM 43 1 SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH Cltt OF q FORT WORTH EROSION REGULATIONS. �1 2 RESPONSIBILITY FOR INSTALIAl10N ROUTINE INSPECTION AND MAINTENANCE OF EROSION —/, J CONTROL SHOULD BE DEFINED AND ASSIGNED TO APPROPRIATE PERSON(S) PRIOR TO COMMENCEMENT OF ANY SOIL DISTURBING ACTIVITY EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GRADING OR LAND DISTURBANCE TAKES PLACE. 4. TEMPORARY OR PERMANENT SOIL STABILIZATION MUST BE APPLIED TO ALL DENUDED AREAS WHEN FINAL GRADE IS REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DISTURBED AREAS LEFT DORMANT FOR 14 DAVS 5 IN THE EVENT THAT MEASURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY CITY INSPECTORS, ADDITIONAL MEASURES OR CHANGES IN THE ORIGINAL P MAY BE REQUIRED BY THE CITY OF FORT WORTH �I 6. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE SITE FOREMAN DAILY. ANY STRUCTURE OR CONTROL DEVICE WHICH IS DAMAGED OR INOPERATIVE WILL BE REPAIRED OR I REPLACED IMMEDIATELY. T SANITARY FRIMIPS SHALL BE PROVIDED ON THE SITE & REGULARLY SERVICED AS ' y I / RECOMMENDED BY THE SUPPLIER. TRASH & DEBRIS SHALL BE STORED IN COVERED BINS OR ENCLOSURES 8 CONSTRUCTION ENTRANCES/EXITS SHOULD BE LIMITED AND PROTECTION PROVIDED TO 'M I 1 111 JT(y�11 _ I PR NT TRACKING SOILS ONTO CITYSTREETS, 9. REMOVE SILT ORR SEDMNT ES FROM STREETS, fS, CURBS, CUTTERS, FLUMES, HANDICAP ACCESS LUMPS, CURB INLETS, STORM DRAINS, AND ANY OTHER PUBLIC DRAINAGE FACILITIES DAILY OR AS ACCUMULATION OCCURS. 1D. EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENESS OF THOSE �I1,@ I DANCES BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DANCES, PAID CHANGES MADE IF NECESSARY. �0 11 SOIL TRACKED ONTO PUBLIC ROADS SHALL SI REMOVED DAILY IF FEASIBLE, AL WHEN VISIBLY ACCUMULATED A SEDIMENT HAS BEEN DEPOSITED DISCHARGED SEDIMENT SHALL BE REMOVED AS SOON AT POSSIBLE 12 USING WASH WATER WASH SEDIMENT FROM STREETS IS PROHIBITED / l R ACRES 13. TOTAL DISTURBED ACREAGES MAY 14. EROSION GNAGE W MEASURES MAY ONLY BE PLACES IN FROM OF INLETS. OR IN WAYS DAMAGE BORROW DITCHES AT RISK OF CONTRACTOR. GOING DAMR SHALL NELS, UE FOR REM WHICH AY O FOR ANYWE TOBLCAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR WE TO BLOCKED DRAINAGE WAYS AND BORROW DITCHES IN THE WORK M • I ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A ro\ r I I 7. RESULT OF EROSION CONTROL MEASURES. I�[ic��jl le"M _ I II1�, wF _ 1 I I I I V I ��Tiu 1 Y [' IDISTURBED AREA 7.13 ACRES I MKm \Y I 200• PIPEIJNE EASEMENT VOL 16894, Po. 133 0 P.R T.0 T FADIEm MAINTENANCE AGREEME\NT�\ A�dl\\11111' m ROCK CHECK DAM (lYP) LEGEAD mill ) low ROCK RIPRAP OCK RIPRAP •� ����� PROTECTION SURFACEINLET PROPOSED •CONSTRUCTION tt EXISTING CONTOURS ENTRANCE/EXIT DISTLRBEB AREA GRADING MITS OF THIS O N O 7 00 F_ O Z D] O 0 50 100 200 CITY PROJECT NO. 105989 Q FID. 30114-0200431-105989-EO7685 i X-28422 MAPSCO NO. 85V O Of K„owwN�csbelow. C,.IIULfa >o� ,T.I. On W BENCHMARKS' SQUARE CUT ON WEST END OF AN INLET, Z SOUTH SIDE OF ROLLING HILLS DRIVE, FIRST INLET WEST OF CHAPIN SCHOOL F- ¢ ROAD. ELEV 800.16 W "X" IN SQUARE CUT ON AT THE BACK OF i THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. ELEV 878.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP 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 DATE II REVISION II BY EROSION CONTROL PLAN VENTANA WEST ORCHARD WAY CITY OF FORT WORTH TARRANT COUNTY, TEXAS ZJA fi0fi0 NOM IExpresswey PM 4696210710 6WM 400 Delles, Teres 7S.R FRN-F-1386 tL 0 LJA PROJECT ID NT840-0171 DATEMAY 2025 DESIGN MMIATT DRAWN A.— SCALE �/CLliwa` HORZ: 1" = 100' VERT: N/A SHEEP 24 OF 58SHEETS STANDARD CMU BLOCK 2--4- CMU BLOCK ROCK INLET INLET a, TO 6" POULTRY ARE O ROCK ROCK CMU BLOCK RETAIBIDDER NG e BD 8 OAR CURB PLAN VIEW CROSS SECTION ALTERNATE 1 CURB INLET PROTECTION (STAGE TWO) NOT TO SCALE TEMPORARY PLYWOOD CAP TEMPORARY BACNFlLL PIPE � CROSS SECTION CURB INLET PROTECTION (STAGE ONE) MOTTO SCALE WO'"EN WIRE SHEATHING WYH MAX. 1" OPENING. MIN. ARE PIA. 20 GAUCE ROTE: REMOVE SILT WHEN DEPTH REACHES 6 INCHES SECTION A ROCK CHECK DAM NO SCALE ATH N MGGING ON SANDBAG F11 SIDES 10'.IN OYP) 0 MIL PLASM ONING BAG KERTN��vFFTT p C ,y A 0 %iY/iY/. BERM a SFClION A -A 0 10 NIL O O O O O =NING LINING TYPF dam TWO -STACKED WOID ROUGH 1 1 W000 FRAME STAKE TOP) CURB LINE i J CUTLER LINE ►i 10 MIL LII LINING $� cRAITE' `A L - IENCIH OF INLET EACH G OPENE1a1 PLUS 8" END GENERAL NOTES 1. FRAME TD BE MADE OF 4 GAUGE GALVANIZED HEEL 3"x8" SQUARE FOR SECBON ADJACENT TO FACE OF INl£L 4"xB" SQUARE FOR TOP AND BOTTOM SECRONS. 2. FILTER FABRIC To E TS 500 POLYFEIT. 3. CURB INLET PROTECTOR TO BE MANUFACI.RED BY (ENGINEER TaNMPPNw SuesEMTRE E PRIOR TO EQUAL INTALATON.) A R ALTERNATE CURB INLET PROTECTION (STAGE TWO) NO SCALE _Ti_n_U_n-i a B1 -1/2" FILTER LINE 1/2" WIRE SCREEN 1/2" X 1/2" Con 10E BLOCKS ARE SCREEN FILTER fi TONE FLyW LIULXII FLOW SEEPAGE ROCK BARRIER CAN BE 1I1 USED ON PAVEMENT ,I DROP INLET OR HARE GROUND SECTION A —A PROP INLET PROTECTION NOT TO SCALE 10 MIL PLASTIC DIIIR'INEN7�I�NG `WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WHEN TRO STAKES SECTNIN B-R INSTRUCTIONS TO OPERATOR: OPERATOR SIWL 1. ACI M LY MAINFNN THIS EROSION CONREOL PLAN AND THE ASSOCATEG STORM WATER POLLUTION PREYEADKIN PLAN (SWPPP). 2. POST SRE NO110E AND/OR THE NOEICE OF INEENT (NOI) PRONGED IN SWPPP AT OR NEAR THE CONTRUCBON ENIRANC[ 3. WREEE NAME AND DATE AT —1 L —11 WHERE EROSION Cl—1 DEVICE IB IN—* CD I 4. SHOW ON THESE PLANS LCCARON AND WRITE NAME AND DATE OF INSII BON ON ALL CONSTRUCIgN ENIMNCES. EQUIPMENT SIORAGE LOCATIONS, MATERIAL SIORAL£ LOCARONS, CD VEHICLE WASHES, AND SANITARY FACILEEIM 5. WHIN A HICHUGHTER, MARK THOSE AREAS WHERE vECETAEIDN HAS BEEN STRIPPED DR w SOIL HAS BEEN DIs FEED. DATE of DmRSANCE SHALL BE PLACED IN THESE AREAS. H 6. SOLID FILL WITH A HIGHLIGHTER. THOSE AREAS WHERE CON—UCEION HAS CEASED AND PERLANEIJF VEGEFATpN IS BEING—11SHED. Z J. DATE REMOVAL OF EROSION CONIROL DENCES AND NOTE REASON FOR REMOVAL IN THE SWPPP. OUT AND DAZE ANY Lois THAT HAMS BEEN TRANSFERRED TO A SEPARATE OPERATOR. A NOTICE OF CHANGE SHAH BE MAILEO 10 THE TCEG. AND A COPY SHALL BE PLACED Z B. INN,HE SAP". 02 K NOTIFY ENGINEER IN WRITING WHOSE SEAL APPEARS DN WESE 00CUMENTs OF ALL MDDETCAMNES AS EQUINE) BY THE TExws TAEE BOARD OF BEGI 1RAWN FOR PROFESSIONAL l7 DAME �RCURRPRIOR BEGIN. NNIINGEDIN�ETOTOSE HA OP MAKE CONPIE POFNP�. IF CURRENT PLAN BE COMES MO CROWDED FUR USE. OPETAIH OR SHALL PLACE "SEE REVISED PLAN" WIT I TAKES E 6'-B' O.c. CITY PROJECT NO. 105989 Q n STEEL oB w000 POT AT to'-o" C.C.(MAx.) FlD: 30114-0200131-105969-E07685 ?� /MOCD 2212 (OR EQUAL) X-28422 WIRE FABPoC U10 GOUGE LINE WIRES MIN.) 2 t/2 GAUGE IMERMEDATE IBM MIN.j MAPSOD NO. 85V p MIRAR I00X I[!ZK�L ANCHOR FABRIC IN 4"x4" 1RENCH /emu.' HOR FABRK Iry a"xa" j W oM ACT/ / TRENg1 BacKFlLL & coMPACf W ��GRWNO LINE U/ now�GRo ND LINE I 0 o I U II ^ O K HWWs�C119W; �I C.illu �n volnHaL � ti POST : 4X4W : 0 o WOOD 1.33 OR 3' MIN. GA BENCHMARKS: ?i o. Tm 1.33 L85/FT. MIN. TYPICAL TEMPORARY FILTER TYPICAL TEMPORARY FILTER FABRIC WITHOUT WIRE FABRIC SQUARE CUT ON WEST END OF AN INLET, Z FABRIC WITH WIRE FABRIC SOUTH SIDE OF ROLLING HILLS DRIVE, Q FIRST INLET WEST OF CHAPIN SCHOOL I — LOW FLOW ROAD. E1EV am.16 w HIGH FLOW SILT FENCE DETAIL "X" IN SQUARE CUT ON AT THE BACK OF > SILT FENCE DETAIL NO SCALE TH TOP OF SIDE OF B LOCATED ON THE No scuE SOU ROAD APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. E1EV 878.36 tl01Ek cEBEBec "X" IN SQUARE CUT ON AT THE BACK OF • D,EC,RN AL ND, D�NE.T GCw aB HOED THE TOP OF CURB LOCATED ON THE I2 Wx ` FACS of WRIT IRE w.r A xT P Rn Ax mU R SOUTH SIDE OF PRADERA ROAD AT THE ./ ALSO wauDE A ewAssm slnMiLUIK Canso RED ix IRE aPix, PRortG,axDcaxTRn -RED SOUTHWEST CORNER OF THE iii INTERSECTION OF PRADERA ROAD AND AT sew N nE MORADO ROAD. ELEV 874.34 ry RUNGPAU,Y APPRDxAL W RE RED SOME RSIALDMD MRET PRO EORDM « PUBLIC S,REE,s Ee .BO {'•. MNNTNNED IS AYNB ILDGERW DE IW ROAG— DR —ACExT PROPERRE6 AxD 6,RUO,UREE ` �.k.: A ,w0 K. OW.WLDW DRP DR wBB IS RE Rm ON ALL CURDS WLE, PBO,EC,RN DEMOSE. "I. D,TRR CC" owA,R.sGREO' , O DWI ;� ES I `L BE �RSIMLLED 10 WARM NOTORSTE .HEN 11 Rau 2IRE 80 a ,HE U"M0 E OL e =MA"c.DA 0APAwxi i"i rA�u xa`i0 P M A CAa WN DATE REVISION BY RE LE CEr.OW FDR :B T SH Row ANO NRECT WATER NTO ,NE Rocx"IxRw ETAOx RIE B,DE TARO NNHRE R NEEDED. EROSION CONTROL A ,( " AewRE 2 RRE (HOG BIBO KID PRmE TOR E.,END A M�N..OM OF 12 �NCNEE PA:, THE wRe OPERNO OR DETAILS EARN 'BE OF IRE "I J RL,ER PABMC .— BE —D ON E x . W E ME. ,D PRE 1 INE ,LINE FROM EADRND Nto ,RE RLET. VENTANA WEST DERUPT AND sow IRE AND ..BE IT DOES NDT SO L RD x „ aAUER E E�R.1DD B R P xMD 0. ORCHARD WAS' ' NEE R - PREYOUMO "' RE MEW' \ \ rorCITY OF FORT WORTH E. BSE E. \ 1 . TARRANT COUNTY, TEXAS 7"x4 WRF MIR CURB iMl FT PR6TWTION _ LIN E 6060 aRN ntrR xpreas R.D. 621.0710 Tx - BUILD X00 °f r,ae'e DWIRE. Texas 75206 FRN-F1386 T I L.A PROJECT ID NIBMW"T 1 DATE MAY 2025 INLEI (ALL -S) OESIGN: LA �� • . • I50] 5 So I DRAWN: LA ssYOE pF'� SCALE I QRr'RQL. CITY OF FORT WORTH, TEXAS I REVISED O4-3D-2021 os z0 mu I HORZ: N/A VERT N/A 2R"XV WIRE WEIR 01 57 13-D430 SHEET CURB INLET PROTECTION 25 OF 56 SHEETS NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: FORT WORTH WATER DEPARTMENT 1-817-392-4477 ATGAS 1-866-988-9267— ONCOR ELECTRIC 1-817-355-7026 FORE WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-8100 p FOR OTHER FACILIRES 1-800—DIG—TESS I co) 7 LEGEND z DRAINAGE DIVIDE L PROPOSED STORM DRAN SYSTEM Z EXISTING STORM DRAIN SYSTEM DO A-1 DRAINAGE AREA DESIGNATION O XX DRAINAGE AREA ACREAGE y SURFACE FLOW ARROW CITY PROJECT NO. 105989 Q ❑2 DESIGN POINT RD 30114-0200431-105989—E07685 3 X-2B422 MAPSOO NO. 85V p HE EXISTENCE ANO LOCATION OF ALL UNDERGROUND Of Q ITIIIT S SHOWN ON THE DRAWINGS WERE OBTAINED ROM AVAILABLE RECORDS AND ARE APPROXIMATE. U IEITHER THE OWNER, DEVELOPER NOR ENGINEER i of ISSUMES ANY RESPONSIBILITY FOR URUIIES PRIOR TO 'ONSTRUCTION. THE CONTRACTOR SHNL BE REQUIRED O WE NJY PRECAUTIONARY MEASURES TO PROTECT L.UNES SHOWN ANG/OR ANY OTHER UNDERGROUND RIUTIES NOT OF RECORD OR NOT SHOWN ON THE C:DIIUefoFe:y��i�eliil N LJ RANG. BENCHMARKS: ?i ONIRACTOR SHAH VERIFY HORIZONIAL AND VERTICAL SQUARE CUT ON WEST END OF AN INLET, OCATIONS OF ALL EXISTING UTILITIES PRIOR TO :ONSTRUCRON. Z SOUTH SIDE OF ROLLING HILLS DRIVE, Q NMEDIATEiv NOTIFY THE ENGINEER OF ANY IISCREPANCIES. FIRST INLET WEST OF CHAPIN SCHOOL F— ROAD. EIiV 800.t8 W "X" IN SQUARE CUT ON AT THE BACK OF > TEE APPROVED DRAINAGE STUDY DS-24-0093 & DS-24-003o FOR COMPLETE DOWNSTREAM THE TOP OF CURB LOCATED ON THE ISSESSMENT. SOUTH SIDE OF LOLA ROAD APPROXIMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. ETiV 878.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP 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 DATE REVISION BY EXISTING DRAINAGE AREA MAP oil tke R i. t I CITY OF FORT WORTH TARRANT COUNTY, TEXAS hr LA 1p 6050 .. .: PAme 469UI.0710 SNN, 4 DWI,, Texee 75206 ERN-F-IM LJA PROTECT ID T , MAY 20 DATE MAY 2025 Ary DESIGN: MORGNI as Itoo Oiao POINT DESCRIPTIONI DRAWN: MY 7 -77� .m=1 xy(� rvA�6o6' I SCALE 1' 7 200' Ex waiel / 06 20 2a25 VERZ: VERT: N/A 1711 SHEET Pn-N, 26 i e77 Ise .1 D/ Dolt, Sanc, OZ11 I OF 58 SHEETS a9b. 20' PIPEJNE ROW ESNT SOUTHWESTERN GAS PIPM E. INC. C.C./0205161958 O.P.R.T.C.T. TO BE CONSTRUCTED TANA WEST MARKUM RANCH ROAD.. SEPARATE CONTRACT) -/ / // SEPERATE 033 NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST DESIGN CRITERIA 48 HOURS PRIOR TO EXCAVATING IN THIS AREA' FORT WORM WATER DEPARTMENT 1-81]-392-44]] t \ 1. RATIONAL METHOD OF DESIGN. A1M05 CAS i 866-989-9267 - \� 2. DESIGN FREQUENCY ONCOR ELECTRIC / 817-355-7026 (A) CLOSED SYSTEM - 5 YEAR FORT WORTH TRANSPONTATION/PUBUC WORKS 1 817-392-8100 p D51 TO PATH \ \\ (B) CLOSED SYSTEM - 100 YEAR FOR OTHER FACILTRES /-800-OIG-TE55 I (C) OPEN CHANNEL - 100 YEAR 7 0.013 FOR REINFORCED CONCRETE PIPE 0.015 FOR REINFORCED CONCRETE BOX 03 I W' SHEET F .OW 0.019 FOR STREET / GUTTERS ~ Z RAINFALL INTENSITY FROM CITY OF _ \ FORT WORTH STORM DRAIN MANUAL RUNOFF COEFFICIENTS O OW FLOW \ _ ERESIDXISTS TIAL "A-5"....... C=0.67 Im=7.98 Z IXISONC CONDITIONS.... C=0.30 ED 23.62 - LEGEND 1 DRAINAGE DIVIDE D- )- G PROTECT N0. 1 Q e-L PROPOSED STORM GRAIN SYSTEM RD: 3011h020D131-105-105 989-EO]885 2� 1+ % 28422 \ � EXISTING STORM GRAN 5 NMSCO N0. 85V IXISR STa SYSTEM O 052Of L PATH A --. %1 DRAINAGE AREA DESIGNATION Q 2-�2.A I_ _ }100' SHEET FLOW , 1.25 DRAINAGE AREA ACREAGE U 236' SHALLOW FLOW ` 1 Of SURFACE ROW ARROW O OEXISTING VENTANA ❑z INLET DESIGN POINT Ca ,beio 1o1U'Ll vi 12a3' CHANNEL FLOW PHASE 4 7 W CPN 102239 O INLET NUMBER BENCHMARKS: ?i \ \ \ O F AN INLET, PROPOSED PROJECT LOCATION SQUARE CUT ON WEST END OQ SOUTH SIDE OF ROLLING HILLS DRIVE, Z 1 tI FIRST INLET WEST OF CHAPIN SCHOOL H 1p� TO BE CONSTRUCTED } NOTES: ROAD. E1EV 800.16 W )✓ VENfAN4 WE9f PIVSE IB4 I. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND "X" IN SQUARE CUT ON AT THE BACK OF > (�(BY SEPARATE WNfRACT)X ZD' PIPELINE EASEMENT 1 UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED THE TOP OF CURB LOCATED ON THE lI5' OS2 EMPIRE PIP NE CORP \ FROM AVP1lFBLE RECORDS AND ME APPROXIMATE. SOUTH SIDE OF LOLA ROAD I�IIf 15.52 VOL 'BE PG. 133 HE ER THE OWNER, DEVELOPER NOR ENGINEER APPROXIMATELY 300 FEET WEST OF THE O.P.R.T.C.T. 1 ' ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO I -E--r� SHALE CONSTRUCTION. THE CONTRACTOR BE REQUIRED INTERSECTION OF LOLA ROAD & BANK EXISTING VEMANA \ TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ROAD. E1.EV 8781 PHASE 5B ALL ONE SHOWN AND/OR ANY OTHER UNDER ROUND 4A1 5A1 - CPN PHASE UIIlRIES NOT OF RECORD OR NOT SHOWN ON THE "X" IN SQUARE CUT ON AT THE BACK OF -- osfi 0.39 se ' PLANS. THE TOP OF CURB LOCATED ON THE 3 0.50 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SOUTH SIDE OF PRADERA ROD AT THE 4k1 SA1 S -LOCATION OF ALL CONSTRUCTION. EXISTING UTILITIES PRIOR TO SOUTHWEST C INTERSECN ORIMER OF THE F PRADERA ROAD AND 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY MORDO ROAD. ELEV 874.34 DISCREPANCIES. 4A2 4A2 3G1 SA? OS] ) 4. SEE APPROVED DRAINAGE STUDY 093 FOR COMPLETE DOWNSTREAM ASSESSMENT. AC1 0.27 0.39 ] 4.08 O58 x2 _-- r 1.63 x2 0.33 f WEIGHTED CALCULATION: 2C1 I - 25AI(0.3340.90+0.4440.67+009'0.30)/0.86-0.72 0.85 1 f -/ 25A2 (0 3340.90+0 1640.67)/0.49-0.82 EXISTING VENTAN4 GIN I� PHASE fiA i 25C1 (024.090+O.x•030)/O.54 0.57 DATE I REVISION BY 5.2e 2 'V zcz +. - _� cPN lozs7a NOTE OVERALL INTERIM REFER TO HYDRAULIC CALCULATIONS FOR TIME OF DRAINAGE AREA MAP l CONCENTRATION CALCULATIONS. ORCHA iD WAY- INTER N CONDITIONS DRA NAGS AREA CALCULATIONB 6.51i L - 1 /AN` 1OMN CA2 �� NO ACRE CAEFF W T t 01 W 05 1w Gtw P [%:sGR PnON SSSW/] TlIFM?"�AAI`��4IT✓TII'� A NAI�4I J� WEST 3.90 ♦YAL4YA�4A I \ \\� 53 SS �1. - =2 ET ORCHARD WAY TT GAt --- 2C1 2C2 \ \ o6A .aEL A o0J 4 ae 3 OFFS-CH4NNELA 04a oeo II Os6 0 5/ Ow HANN 4W e z382 ow Tog t5 af1 z.t R45E 58 \ . _, �- O os7 tso s T3Gza CITY OF FORT WORTH Gt �,__ �� o�� 3 INLETTARRANT COUNTY, TEXAS oJ/ a 2Cz BE CONSIRLICIED 25A2 0.88 25B \ I /)) ET3GZ M WEST PHASE 1C, 8.93 `1 t1atfA e LJA7BIg_-d-¢MIMc LA �EPARATE CONTRACT) 0.19 TIE \ Y to eJJJ 4 6p60 Nmh Gentrel ExP:easwaY Ph ane 969,621.0If0 Tip J)) W. 400 1 Y, 1ooJ/) a Dallas Tex 75206 FM-F-lM 25C1 1 t58�rfJf) I WA PROJECT ID 1 ` 0.54 / 48 J� NTB40-0171 S UR R e,�r �5B z 188J)J) PATE: MAY 2025 FACILITY 2x2 2s i10 10 e 4S2LL AN0ER50 DESIGN: OLFOIIR MAINTENANCE JJ 2 i on ow D. D s7a t4 a24 t NLETtut J i 030 ow 0 t s74 to e24 t vLET uat AGREEMENT f TO BE CONSTRUCTED oee oee o t88 J 514 42 s24 1. 4 NLETE2s4; Z�Z (�soxss 0.24 25C1 J DRAWN AYAUII 30' RCP ggpqIN 25C2 v z t"16„ ���/ '4 xORz. S 1' -- E D' 4 VEWANA PHASE BA 1tl Act oSS/ t1.JJJJ 0s z0 zou VENT: N/A r J\ CPN 105985 �t JrfJ =NNELn SHEET ......A PHASE 88 (T0 BE CONSTRUCTED) .2 oJJ toe•( NNELA CPN 105]02 cA a�fJ 27 n 0w J i \ 3w 00 s 74 574 67 .-N 3 ass ow 57a 86 �(TO BE CONSTRUCTED) '1 11 )) e24 24 toes a cw.NNELe - - - CBS 043 ow SAS t0 aJ1 4. D5 s74 07 a24 t1 OF 5S SHEETS �TIMATE C.-A gy I orre aa+ 1. !..2 1. tao ]911 ]D •m is ,M •e� o ]az 11e • A �4 11 I a NOTE: THE CONTRACTOR SHAL CONTACT THE FOLLOWING AT LEAST 46 HOURS PRIOR TO EXCAVATING IN THIS AREA: FORT WORTH WATER DEPARkIENT 1-817-392-4477 ATMOS GAS 1-866-988-9267 ONCOR ELECTRIC 1-817-3BB-7026 FORT WORTH TRANSPORTATION/PUBUC WORKS 1-817-392-8100 FOR OTHER FACIIJIIES 1-800—DIG—TESS I 7 DESIGN CRITERIA 00 1. RATIONAL METHOD OF DESIGN. Z 2. DESIGN FREQUENCY (A) CLOSED SYSTEM — 5 YEAR (8) CLOSED SYSTEM — 100 YEAR (C) OPEN CHANNEL — 100 YEAR = 0.013 FOR REINFORCED CONCRETE PIPE 0.015 FOR REINFORCED CONCRETE BOX 0.019 FOR STREET / GUTTERS RAINFALL INTENSITY FROM CITY OF FORT WORTH STORM DRAIN MANUAL RUNOFF COEFFICIENTS RESIDENTIAL "A-5'....... C=0.67 1-7.98 EXISTING CONDITIONS.... C=0.30 LEGEND DRAINAGE DIVIDE T PROPOSED STORM DRAIN SYSTEM e EXISTING STORM DRAIN SYSTEM A-1 DRAINAGE AREA DESIGNATION X.XX DRAINAGE AREA ACREAGE y SURFACE FLOW ARROW 1A1 INLET NUMBER PROPOSED PROJECT LOCATION NOTES 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. NEITHER TIE OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT AIL ONES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PUNS. 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. IMMEDIATELY NOTFY THE ENGINEER OF ANY DISCREPANCIES. 4. SEE APPROVED DRAINAGE STUDY OS-24-0093 MR COMPLETE DOWNSTREAM ASSESSMENT. 5. VENTANA WEST WILL BE MASS GRADED BEFORE CONSTRUCTION BEGINS. AS SHOWN BY THE EXISTING CONTOURS. PER SECTION 4.5 OF THE SWPPP. BNAL STABILIZATION OF THE SOIL WILL BE ACHIEVED WAFT PERENNIAL VECATNE COVER, OR GRASS & LANDSCAPING WILL BE UTILIZED ON ALL AREAS OF THE CONSTRUCTION SITE THAT ARE NOT COVETED BY PAVEMENT OF BUILDINGS. O m O CITY PROJECT NO. 105989 Q BD: 30114-0200431-105989—E07685 ?� X-2B422 MAPECO NO. 85V O O Mi,Ut. t.li,il� TJCOIY Ln BENCHMARKS: ?i SQUARE CUT ON WEST END OF AN INLET. Z SOUTH SIDE OF ROLLING HILLS DRIVE, FIRST INLET WEST OF CHAPIN SCHOOL H ROAD. ELI BO0.16 W "X" IN SQUARE CUT ON AT THE BACK OF > THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF LOLA ROAD APPRO%IMATELY 300 FEET WEST OF THE INTERSECTION OF LOLA ROAD & BANK ROAD. ELEV 878.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP 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 DATE I REVISION I BY OVERALL ULTIMATE DRAINAGE AREA MAP VENTANA WEST ORCHARD WAY CITY OF FORT WORTH TARRANT COUNTY, TEXAS �7 LA OB dorli entra pressxay Ph.. 489.8210710 3,4400 DaIMe, T— 75208 FRN-F-1386 WA PROJECT ID T NT840-0171 DATE: MAY M25 �E Rs DESIGN: DUFOUR 1501� DRAWN: MA%KT SCA ALE R = 200 VENT: VEN/A SHEE 8 OF 58MEETS DESIGN CRITERIA NOTE: WE CONTRACTOR SMALL CONTACT WE FOLLDWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: 1. RATIONAL METHOD OF DESIGN. FORT WORTH WATER DEPARTMENT 1-817-392-4477 2. DESIGN FREQUENCY ATMOS GAS 1-066-888-8267 (A) CLOSED SYSTEM — 5 YEAR (B) CLOSED SYSTEM — 100 YEAR FNCOR ELECTRIC n 1-817-355-7028 (C) OPEN CHANNEL — 100 YEAR FORT WDRM TRMSPgTATK)N/PUBLIC WORKS 1-817-392-8100 O = 0.013 FOR REINFORCED CONCRETE PIPE FOR OTHER FACILITIES 1-800—DIG—TESS O n = 0.015 FOR REINFORCED CONCRETE BOX = 0.019 FOR STREET / GUTTERS RAINFALL INTENSITY FROM CITY OF FORT WORTH STORM DRAIN MANUAL �0 Z RUNOFF COEFFICIENTS ESIDENNAL "A-5'....... C-0.67 1-7.98 KISTING CONDITIONS.... C=0.30 LEGEND DRAINAGE DNIDE l T PROPOSED STORM DRAIN SYSTEM EXISTING STORM DRAIN SYSTEM DRAINAGE AREA DESIGNATION 0A-1 X.XX DRAINAGE AREA ACREAGE y SURFACE FLOW ARROW 1A1 INLET NUMBER PROPOSED PROJECT LOCATON TES: 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ON WE DRAWINGS WERE OBTAINED FROM AVAILABLL RECORDS AND ARE APPROXIMATE. NETHER WE OWNER, DEVELOPER NOR ENGINEER ASSUMES MY RESPONSIBILITY MR UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATONS OF ALL EXISRNG UTILITIES PRIOR TO CONSTRUCTON. 3. IMMEDIATELY NOTIFY WE ENGINEER OF ANY DISCREPANCIES. 4. SEE APPROVED DRAINAGE STUDY OS-24-0093 FOR COMPLETE DOWNSTREAM ASSESSMENT. It O Z m O CITY PROJECT NO. 105989 Q MD: 30114-0200431-105989—E07685 ?� X-2B422 MAPECO NO. 85V O O c~il W BENCHMARKS: ?i SQUARE CUT ON WEST END OF AN INLET, Z SOUTH SIDE OF ROLLING HILLS DRIVE, FIRST INLET WEST OF CHAPIN SCHOOL 9 ROAD. E1F/ 8D0.16 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 INTERSECTION OF LOLA ROAD & BANK ROAD. DUE0 878.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP 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 DATE I REVISION I BY ULTIMATE DRAINAGE AREA MAP VENTANA WEST ORCHARD WAY CITY OF FORT WORTH TARRANT COUNTY, TEXAS Ina LA 80 0 orl eiNa pressxay Phone 468.6210710 Wb,400 Dallae, T— 752W FRN-FF1366 WA PROJECT ID A NTB40-0171 DATE: MAY M25 DESIGN: OUFOIIR DRAWN: AYAIAT SCALE VERT: N/A SHEE 31 OF 58 SHEETS PAV STA 3+81.63 (18.50' LT) n: ,+oD.00 uT 2-1_ WARNING!! TO ORCHARD WAY STA 1+OD.DD TAT 25C2- APPRO%IMATE LOCARON OF INSTALL - 1 STD 15' CURB IN. PAV STA 3+]6.63 (O.DO') DIIUNNEGS t� OERIECCT IC I� TC = 828.61 FL = 823.88 ORCHARD WAY O VERIFY LOCATION AND INSTALL CONVERT a' %4' DROP INLET PRIOR STA 1+18.50 LAT 25C2- INTO 4' MANHOLE RAC NSTRUCII N.TO STA 1+1850 UT 25A2= ORCHARD WAYP�V STA S (18.50' LT) STA 1+10.00 SD25- PAV STA ]+00.00 18.50 L O REMOVE PLUG PAV STA 3 8y&63 (0.00- ) ORCHARD WAY N & CONNECT TO INLET ORCHARD WAY STA 2+1252 SD25- CONNECT TO INLET H LAT 25C2 - 24" RC CONNECT TO RCP INSTALL 45 WYE CONNECTION PAV STA 7+0250 (18.5000 LAT 25B' LT)CPH Z DBE CONSTRUCTED ORCHARD WAY 335 ]9 INSTALL - 1 STD 10' CURB INLET LLE O IC T ENTI 1 TC - 01.07 FL - 826.32 Z --LAT 25A2 - 21" RCP 07 SC D�4ATERLI E 0 20 IO a0 TO BE CONSTRUEDVENTANA PHASE 88 830 STORM WATER BY SEPARATE CONTRACT) -- FACILITY MAINTENANCE AGREEMENT CPRQIECT N0. 105989 Q /.��yCRY i RC D AY %D28421-0200131-105989-EO]685 ?� I SD25 - 24 R MAPSOO NO. 85V Of TO BE CON ' STA H233] SD25 L) U ttss sc � T �_�' � � _� �� -- - - - rn 1+DD.DD ur 25n2- OfPAV STA ]+00.00 (0.01 ) STRUCTED 835 - 835 - O YENTMl4 PHASE 8A - - ORCHARD WAY BY SEPARATE CONTRACT) - _ _ - ,, _ - INSTALL 4' SOUARE JUNCTION BOX E GRADE '09 GI it%s 01@W: 25B _ 111, ,y, 5 tilt, -- --- BLAKELY CREEK ROAD -- --- - 12• W 836 - BENCHMARKS: ?i _____ 'y____ V D25 - 21" RCP SQUARE CUT ON WEST END OF AN INLET, IDE OF ROW G Q + PAV STA 7+02.50 (18.50' W) 1.4' FREEBOARD FIRSTSoUT INLET WEST OF CHAPIN SCHOOL H ORCHARD WAY ROAD. EIEV SCHOOL W - o INSTALL - 1 SID 10' CURB INLET ^ LAT 25C1 - 24" RC B TC - 831.07 R . $26.32 PROPOSEDGRADE t.D6' DEPTH "X" IN SQUARE CUT ON AT THE BACK OF L" PAV STA 3+81.83 (18.50' RT) ' o n O. S THE TOP OF CURB LOCATED ON THE STA I+18.50 uT 25C1= ORCH4RD WAY STA 4+41.87 SD25- SOUTH SIDE OF LOU ROAD PAV STA 3+76.63 (18.50' RT) INSTALL - 1 STD 15' CURB INLET S = O.60t6 PAV STA J+D0.00 (18.50' Rh APPROXIMATELY 300 FELT WEST OF THE oRCHARD war Tc - aza.6a n . e23.ea - o.o3s INTERSECTION OF LOL4 ROAD &BANK REMOVE PLUG STA 2+40.24 LAT 25B- ORCHARD WAY 0 - 1 O6 ROAD. EAD 8]8.36 STA 2+22.4] UT 258- CONNECT TO INLET V - 2.23 fps & CONNECT TO INLET PAV STA 5+75.75 (86.60' RT) PAV STA 5+93.52 (B6.T/' RT) Dm - 19.22 cfe ORCHARD WAY ORCHARD WAY INSTALL 4' DROP INLET INSTALL 45' BEND ISQUARE W/ a CONCRETE APRON DIVERSION SWALE THE TOPOFCURB LOCATED ON THE OF E LAT 25B - 21" RC THROAT - 834.50 SECTION B-B NTS SOUTH SIDE OF A ROAD AT THE SOUTHWEST CORNERER D OFTHE SD25 LAT 25A2 LAT 25B ORADOCROAD. TION PRAERA EV 874. 4 1+00 2+00 3+00 4+00 5+00 1+00 2+00 1+00 2+00 84o I " �+� E 840 845 845 845�� $45 25aa. 9 . G ] .sd y� 3 i ail e _3i e DATE REVISION BY 835�I'm I\'TY 835840-- G� 840840 Gam:' € 840 STORM PLAN &PROFILE I 1-14I 1 ► E�PRI I / e IF; \ / j 1 • Eis= SD25, LAT 25A, & 25B 830 I I 830 835 1 835 835E 835 I = I PRRPpEL11RAL VENTANA WEST I I EIISIIN(�GMRNkC / ORCHARD WAS' - I _ 825 I _ 825 830 830 830 830 I _ . x, RTH 820 825 CITY OF FORT Y, TEXAS � 1 TARRANT COUNTY, TEXAS T 10( M (i 1♦.0 MI�� TO - 1 D.D MIN fry 1`.O My I 825 825 `\ iz 1 5 IN 82P L"AA EIgTtINYT.wwm A 1 1 L'}T1. 1L `�• ! -II I.4 14,4 4 4 CF!: .,.� y v16= !_Ci�i �8 LF I 1 �•/ 3 5^� �•s1t-Cy B. FS 6.,1N 00 Central Expressway PAane 9B8,621.0]f0 'i.0'Z/v ,[m" 'P' X ,i +a�Ls "-..,. % M• 21 .k •Yx -)_��~ J % Ilalee,UTexas]5- FRN-F1lW qq // // NI 33 r 0. ry, ✓.,� IF a 5 /n' �- Duo- 1 CF.� '1% _ aWW15 s FT - •1 815 820 - 1 820 820 1 \ o 820 M1pc I �P -0ECT11D (' GATE MAY 2025 o I "..� ; �- e• m / �rcvtE•"nrvo 5asoN I DESIGN: WFOUR Dm- SST\ I / L=,a2 01 �+ I DRAWN: 11RTAN 'g 810 n Cy a. a 0 ;1 810 815 N m D 815 815 - �'a`K a sa E s 813 � �� xoxz: r - ao• T F III TQ 3 os zn wu I VERT: 1•-a' " __ _ 51 51. " °r k .. a k ° " °r SHEET 'so 805 eI� e e 7 �I 805 810 810 810 810 DF 55 SHEETS w,o-uic ,gL ruew a, m o DETAIL A 33 05 10—D402 EMBEDMENT FOR RCP STORM SEWER ALL SIZES .e����wE��' e ur uii . .. .. .. .... ... ... ' mmmvw ', uu a 14g-4�rw°aw,"E,. ,,nw aar Y . mv4 n uCY.n vo"'x„taw DE` IL BH 33 05 10—D403 EMBEOME14T FOR STORM SEWER CONCRETE BOX ALL SIZES ii7n CITY OF FORT WORTH. TEXAS I REVISED: "111022 STANDARD 4' SgUARE 33 49 10-D409 JUNCTION BOX E rwm J,4 L----i_ J eLaB_nEw QATiILRTH CITY OF FORT WORTH, TEXAS REVISED04392021 STANDARD STORM DRAIN INLET 33 49 20-D405 (SHEET 1 OF 2) 5EGIlON A maw xawr � -I w rnmirznmi,wxax BARS A (p4) L BARS B (84) zuMr au�n rarox� weu BARSCheO (g4) ss'(Aeu" m BARS E (r4) I �=rY m aw .Y. S1/r .m,a�wre wwr uwee,A ua� ,eac SEGIl01✓S SARI 5 J (ya) k BARS F (g4) BARS M (p4) I Y.rmY-. I I vw _r I BARS G (p4) BARS N (/4) I ORTWIRT I CITY OF FORT WORTH, TEXAS I REVISED04.90-2021 t�E■■ fR�RI/R� STANDARD STORM DRAIN INLET 33 49 20-D405 (SHEET 2 OF 2) 0 I 0 00 z 0 z DO 0 CITY PROJECT NO. 105989 I Q FlD: 3011h0200431-105989—E07885 x-28422 ?� MAPSCO NO. 85V Of Q U 4 Of X nat,'sbelow— 0 CIIIk.�o yor <Ii�l � BENCHMARKS: W zi SQUARE CUT ON WEST END OF AN INLET, Z SOUTH SIDE OF ROLLING HILLS DRIVE, FIRST INLET WEST OF CHAPIN SCHOOL H ROAD. ElEV 800.t8 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 INTERSECTION OF LOLA ROAD & BANK ROAD. E 878.38 "X•• IN SQUARE CUT ON AT THE BACK OF THE TOP 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 DATE REVISION BY STORM DETAILS •Ill �� Il4� 4A, � ��, CITY OF FORT WORTH TA.RRANT COUNTY, TEXAS Ma LA E060 oM nVa ryressway Ph 469.Ul.0710 ao D. Oalks, Texas 7E206 FRN.F.13B8 r WA PROJECT ID NT840-0171 DAIS: MAY 2025 DESIGN: LW w7ss I DRAWN: LW '/y( SG(E I HORZ: N/A os 2a zou VERi: N/A SHEEP 52 OF 58 SHEEIS 7r:6 pT 7i&.p I CITYOFFORTWORTH,TEXAS I REVISE0:9I09I2022 n� 1�116 STANDARD 5' SQUARE IT 33 49 10-D410 JUNCTION BOX A L S .� —4. � Baas a (da) aArts vt (da7 eaRs vz (Aa) e,��,„,s �,..„�,�,�• FORT Wow CITY OF FORT WORTH, TEXAS I REVISED 04-30-2021 ''�" STANDARD DROP INLET I WITH LID I[ 33 49 20-13408 CRY OF FORT WORTH, TEXAS REVISED DJ-30,2021 TYPICAL MANHOLE 1 33 49 10-D415 PIPE PENETRATION Imo' ° u d • ELAN 1 amnu� W �r asrees�xwveu�iu1 p�, 111n NN ��RRI! CITY OF FORT WORTH, TEXAS I I MANHOLE STEPS REVISED 0430-2021 33 49 10-D414 0 0 1 O 00 H O GO CITY PROJECT NO. 105989 RD: 30114-0200431-105989—EO1685 Q X-28422 MAPSOO NO. 85V p C) Of --Kin,aw O 'all,h-aya,l,a'4 N BENCHMARKS: Lu ?i SQUARE CUT ON WEST END OF AN INLET, Q SOUTH S1DE OF ROLLING HILLS DRIVE, FIRST INLET WEST OF CHAPIN SCHOOL Z F- ROAD. E1.EV 800.16 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 INTERSECTION OF LOLA ROAD & BANK ROAD. D.EV 878.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP 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 DATE I REVISION BY STORM DETAILS VENTANA WEST ORCHARD WAS' CITY OF FORT WORTH TARRANT COUNTY, TEXAS Ina 1A 6060 0� hn .en�sway Phone 968821.0]f0 Wilb6D Dallas, Texas 75206 FRN -F1366 WA PROJECT ID �P$1 N1840-0171 DATE MW 2025 DESIGN: LN wv 5 I DMWN: LIA SCAlE oLwzs� N/A I os ERZ: V ERr: N/A SHEET 53 OF 58 SHEETS F € LE PPE 1 �— � J _ .o coxoc,� smau ox.. APE cu�vm,s ¢ixwurcaxnul SEDll419 FORT WORTH I CITY OF FORT WORTH, TEXAS i REVISED Q430-2021 CONCRETE PIPE COLLAR 33 41 10-D416 PI AN VIEW — FRAME AND COVER PROFII F VIEW — COVER �s,aHI� N—axNo—�o�� �Ea.NEN�,o,N� PROFII F VIEW — FRAME RING A S c 'AR mluE Ru,rznilc uMErrOnnax eLLoAT a:LEAST I MIN MANHOLE "TB DE DIAMETER HALL I NBB L ro­ DE MA - Al cONrOSI snE J IN TRA— BE CO—ETE, AND MANHOLE CONE OR Tar omERWSE BE rWELL aN_ -. MANHOLE O� OIEHALL BE . •�. • El mE Oiweiw PLAN VIEW — GRADE RINGS ORT [IL�pT al CITY OF FORT WORTH,TEXAS I REVISED: 91OW2022 ����il�h■ STORM DRAIN I[ MANHOLE RADE R, ( ER AND 33 0513-D417 0 0 DO H O Z ED O I CRY PROJECT NO. 105989 Q RD: 3011h0200431-105989—E07885 ?� X-28422 MAAPSCO NO. 85Y K Q S U O N I L'sUelow- � Callke7o oyot a�I In W BENCHMARKS: SQUARE CUT ON WEST END OF AN INLET, Z SOUTH SIDE OF ROLLING HILLS DRIVE, FIRST INLET WEST OF CHAPIN SCHOOL H ROAD. D1V 800.1fi 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 INTERSECTION OF LOLA ROAD & BANK ROAD. D1V 878.36 "X" IN SQUARE CUT ON AT THE BACK OF THE TOP 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 DATE II REVISION BY STORM DETAILS Lei I I; V.111 eNl: , CITY OF FORT WORTH TARRANT COUNTY, TEXAS M a LA fi060 orN ntra xpresswaY PM1one 9fi9.621.0]f0 W DalkDOe s, Texas 75206 FRN-F-13fi8 IAA PROJECT ID r NT840-01]1 DATE MAY 2025 DESIGN: LW t w�55 I DRAWN: LW •J//S' ogy�L E� �G({L I SGIE HORZ: N/A WRT: N/A SHEET 54 OF 58 SHEEIS Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN FOR SWALES AND DITCHES 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 or facilities described in "Exhibit A" shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into or throughout of the entire facility. Periodic silt removal shall occur when standing water conditions occur or the Swale or ditch volume is reduced by more than 10%. Silt shall be removed and the Swale or ditch returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time the facility does not drain completely within 72 hours of cessation of inflow. **NO STANDING WATER IS ALLOWED in a facility designed to convey stormwater 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 from entering and clogging the downstream outfall structure a wire mesh screen or similar screening device shall be installed over or around the structure until 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 condition of the facility or facilities primary components, mowing, silt, litter and debris removal dates. • 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. FORT WORTH 0 '` Fort Worth Stormwater Management " EXHIBIT D" STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST FREQUENT INSPECTION Inspection Item: Date: Repairs Required: Repairs Made: Notes: Remove: Trash and Debris Remove: Grass Clippings, Leaves, Etc. MINOR INSPECTION: Inspection Item: Date: Repairs Required: Repairs Made: Notes: 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: Notes: 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 FORTWORTH,. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: PMB Ventana Developer South LLC Subject of the Agreement: .207 acre Drainage Channel required for grading permit 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 "Permanent"? *Yes © 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-25-0079 *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 processing in the following 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.