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HomeMy WebLinkAboutContract 61531Date Received: 6/10/2024 Permit No.: SWFMA-24-0013 Time Received: 4:17 P.M. City Secretary No.: 61531 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 11th day of June 20 24 , by and between LCG2i MOVA, LLC, a Texas limited liability company, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the Kitty House Survey, Abstract No. 678, Tarrant County, Texas according to the deeds recorded in Document Numbers D223177166 and D223177170, Deed Records, Tarrant County, Texas, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Mosier Vallev North, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on -site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY Rev. 03/01/2022 BN 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, its successors and assigns, shall adequately construct and maintain the on -site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owner's association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this 11th day of June 2024 CITY OF FORT WORTH LANDOWNER LCG2i MOVA, LLC, a Texas limited liability company bard ab6- ►luiol�c Dana Burghdoff (JuitfO, 2024'1f:29 CDT) By: LCG2 Industrial Fund I, LP Dana Burghdoff a Delaware limited partnership Assistant City Manager Its: Manager City of Fort Worth By: LCG2 IndFund I, GP, LLC Date: Jun 10, 2024 a Delaware limited liability company Its: General Partner Approved as to Form and Legality: ✓���� ✓�� ley: Sean Wood Its: Authorized Signatory Matthew Murray Senior Assistant City Attorney City Attorney's Office Date: 2 f Date: J u n 10, 2024 Contract Compliance Manager: an>i poPORT HBO ATTEST: i °�op.,°o By signing, I acknowledge that 1 am the pFo° -o =, person responsible for the monitoring and °°° aEoAsabp administration of this contract, including ensuring all performance and reporting Jannette S. Goodall requirements. City Secretary I —{�(� AA nv!1 Date: J u n 10, 2024 Rebecca. (Jun 10, 2024 11:59 CDT) Rebecca Owen Planning Manager Date: Jun 10, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03101/2022 BN 5 STATE OF TEXAS § COUNTY OF TARRANT § �1h This instrument was acknowledged before me on I t 1.��- by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. BROOKE BONNELL ' ��'sComm*Notary Public, State of Texas .."E . Expires 10-11.2026 :;;a;,4017 -` Notary ID 134009525 LANDOWNER STATE OF j -f, N'a5 COUNTY OF 0045 Notary Public, State of Texas M BEFORE ME, the undersigned authority, a Notary Public in and for the State of 7��-Gxq 5 , on this day personally appeared Sean Wood, Authorized Signatory, 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 LCG2i MOVA, LLC, a Texas limited liability company, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this v�'° day of MC-1 , 20 0l'� Notary Public, State of LANDON MCDERMOTT... ._ z ;n=Notary Pudic, State of Taxas :N +` Comm. Expires 06.19.2027 Notary ID 134370303 STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN K49 EXHIBIT "A1" LEGAL DESCRIPTION FOR VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT All that certain lot, tract, or parcel of land, situated in a portion of the Kitty House Survey, Abstract No. 678, City of Fort Worth, Tarrant County, Texas, being part of that certain called 5.860 acre tract described as Tract 1 in a deed to LCG2i MOVA, LLC recorded in Instrument No. D223177166 of the Deed Records of Tarrant County, Texas (DRTCT), and being more completely described as follows, to -wit: COMMENCING at a 1 /2'' iron rod found for the Southeast corner of called 1.876 acre tract described to same recorded in Instrument No. D223177170 (DRTCT), the Northeast corner of a called 0.820 acre described in a deed to LCG21 MOVA, LLC recorded in Instrument No. D223177172 (DRTCT), the Northwest corner of a called 2,616 Sq. Ft. tract described as Parcel 22 in a deed to the State of Texas recorded in Instrument No. D201058742 (DRTCT) and being in the West line of Lot 1, Block 1 of Kitty House Addition recorded in Volume 388-155, Page 86 of the Plat Records of Tarrant County, Texas (PRTCT), from which a 1 /2" iron rod found for the Northeast corner of said 1.876 acre tract and the Southeast corner of said 5.860 acre tract bears North 00 deg. 07 min. 48 sec. West - 176.70 feet; THENCE North 64 deg. 50 min. 25 sec. West departing said deed lines, a distance of 438.60 feet to the TRUE POINT OF BEGINNING; THENCE South 89 deg. 49 min. 48 sec. West, a distance of 15.00 feet; THENCE North 00 deg. 00 min. 00 sec. East, a distance of 493.62 feet; THENCE North 39 deg. 49 min. 48 sec. East, a distance of 44.56 feet, from which a 5/8" capped iron rod stamped "HANCOCK" for the Northwest corner of said 5.860 acre tract bears North 45 deg. 16 min. 43 sec. West - 75.10 feet; THENCE North 89 deg. 49 min. 48 sec. East, a distance of 150.55 feet; THENCE South 60 deg. 10 min. 12 sec. East, a distance of 43.92 feet; THENCE North 89 deg. 49 min. 48 sec. East, a distance of 88.55 feet; GMcivit 2559 SW Grapevine Pkwy • Grapevine, TX 76051 • 817.329,4373 Sheet 1 of 4 TxEng Firm #F-2944 - TxSury Firm # 10021700 January 3, 2024 Engineering & Surveying gmcivil.com 10957-DE2.dwg G THENCE North 00 deg. 10 min. 12 sec. West, a distance of 31.26 feet; THENCE North 45 deg. 00 min. 01 sec. East, a distance of 43.66 feet; THENCE South 44 deg. 59 min. 59 sec. East, a distance of 20.00 feet, from which a 1 /2" iron rod found for the Northeast corner of said 5.860 acre tract and the Southeast corner of a called 2.496 acre tract described as Tract 2 in a deed to MTS Properties LLC recorded in Volume 15875, Page 235 (DRTCT) bears North 70 deg. 21 min. 10 sec. East - 63.29 feet; THENCE South 45 deg. 00 min. 01 sec. West, a distance of 35.34 feet; THENCE South 00 deg. 10 min. 12 sec. East, a distance of 42.94 feet; THENCE South 89 deg. 49 min. 48 sec. West, a distance of 113.91 feet; THENCE North 60 deg. 10 min. 12 sec. West, a distance of 43.92 feet; THENCE South 89 deg. 49 min. 48 sec. West, a distance of 142.39 feet; THENCE South 39 deg. 49 min. 48 sec. West, a distance of 25.60 feet; THENCE South 00 deg. 00 min. 00 sec. East, a distance of 488.14 feet to the POINT OF BEGINNING, containing 15,254 square feet or 0.350 acres of land, more or less. Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Exhibit map attached and made a part hereof. JOHN N. ROGER; 6372 P OFES S \o Np S URV E'(0p`- 5/1/2024 GMcivit 2559 SW Grapevine Pkwy •Grapevine, TX 76051 817,329.43713Sheet 2 of 4 TxEng Firm #F-2944 • TxSury Firm # 10021700 January 3, 2024 Engineering & Surveying gmcivil.com 10957-DE2.dwg SEE SHEET 4 SEE SHEET 4 0 60�ju � � � I � FOR LINE TABLE SCALE IN FEET '15'; VARIABLE WIDTH PRIVATE DRAINAGE CALLED 5.860 ACRES W / W EASEMENT LCG2TRACT MOVA, LLC N p i 15254 SQ. FT./0.350 AC. 20 I � _ � p � � INST NO. D223177166 �vj O D. R. T. C. T.co o % c POINT OF 5' U.E. PER qz Z / (nBEGINNING VOL. 388 171, PG.63 P.R.T.C.T. � �i — 0 1 /2" I.R.F. USE SUR �gY C)KIT�g CT NO. N 6 m ° 6qo AB . ti I sots o 449 . o 3 .60 3 CALLED 1.876 ACRES 00 LCG2i MOVA, LLC INST NO. D223777170 0 ^ o D. R. T. C. T. VARIABLE WIDTH GAS EASEMENT TEXAS MIDSTREAM GAS / \ r SERVICES, L.L.C. POINT OF INST. NO. D212195832 � 1 D.R.T.C.T. COMMENCING CALLED 0.820 ACRES LCG21 MOVA, LLC / CALLED 2,676 SO. FT. INSTT, NO. D223177772 PARCEL 22 D.R.T.C.T. / STATEOFTEXAS INST NO. D201058742 D. R. T C� II / 'OPBRIG BEARINGS ARE REFERENCED TO TEXAS STATE PLANE / `N` LE S S EM, NORTH CENTRAL ZONE TE / j �TH AMERICAN lq,6, DATUM OFR 83 AS DERIVED EXHIBIT "At" MAP SHOWING FROM GPS OBSERVATION. VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT, SITUATED IN A PORTION OF THE KITTY HOUSE SURVEY, ABSTRACT NO. 678 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS PIE IFF k STE Job No.: 10957 Scale: 1 "=60' Sheet `'.7 0 * RFa `P GMc I I Drafted: T.A.D. Checked: J.N.R. �OHN N. ROGER; -0 6372 Surveyed on the Ground: 04/13/2022 'PoFEss�o`'P Engineering & Surveying of 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 �qNO $1fRV O 817-329-4373 Date Prepared: 01/18/2024 TxEng Firm # F-2944 I Tx$ury Firm # 10021700 Revised: 5/1 /2024 1 Revised: ItDateSigned: 5/2/2024 � n O w Ilk REMAINDER OF TRACT 2 LOT 7, BLOCK 3 CALLED 2.496 ACRES WM. ANDERSON ADDITION MTS PROPERTIES L L C VOL. 388-777, PG. 63 VOL. 75875, PG. 235 P.R. T. C. T. D. R. T. C. T. 1/2" I.R.F. I N 89049'48" E 150.55' N 89 49 48" E i/ oo U��p S 89049'48" W 142.39' z / V////40 � U � LINE TABLE S 89°49'48" W 113.91' I� LINE # BEARING DISTANCE —VARIABLE WIDTH / Ll S89049'48''W 15.00' PRIVATEDRMNAGE L2 N39049'48'E 44.56' FASEMENT 15,254 SQ. TT / 0.350 AC. L3 S60010' 12"E 43.92' I ~ X ~ L4 N00° 10' 12"W 31.26' CALLED 5.860 ACRES L5 N45000'01 "E 43.66' TRACT I _ LCG27MOVA, LLC 00 a % L6 S44059'59"E 20.00' INST. NO. D223177766 D. R. T. C. T. / L7 S45000'01 "W 35.34' Y I p / p L8 S00°10'12"E 42.94' IJ5ENo. 67S SURD CL9 C N60°10'12"W 43.92' A Rs�PACT O p L10 S39°4948W 25.60 lam' Z % 4n PC L11 N45016'43"W 75.10' L 12 N 70°21 ' 10"E 63.29' SEE SHEET 3 EXHIBIT "Al" MAP SHOWING VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT, SITUATED IN A PORTION OF THE KITTY HOUSE SURVEY, ABSTRACT NO. 678 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS y 5' U.E. PER VOL. 388-171, PG, 63, P.R.T.C.T 30' EASEMENT FOR INGRESS/EGRESS INST. No. D209302948 INST. NO. D202022221 INST. NO. D223177166 _ 5/_ C.I.R.F. n R T,QZ, — 8" "HANCOCK" lI/ 0 60 1 SCALE IN FEET BEARINGS ARE REFERENCED TO TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 AS DERIVED FROM GPS OBSERVATION. P� E FSTE F� Job No.: 10957 Scale: 1 "=60' Sheet `'���G� C I I Drafted: T.A.D. Checked: J.N.R. a GMOHN N. ROGERS B -0 6372 Surveyed on the Ground: 04/13/2022 �°FEss�o`'P Engineering & Surveying of 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 �qNO $LIRV O 817-329-4373 Date Prepared: 01/18/2024 TxEnt4g Firm # F-2944 I Tx$ury Firm # 10021700 � Revised: 5/1 /2024 I Revised: It Date Signed: 5/2/2024 f n O w G EXHIBIT "A I" LEGAL DESCRIPTION FOR VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT All that certain lot, tract, or parcel of land, situated in a portion of the Kitty House Survey, Abstract No. 678, City of Fort Worth, Tarrant County, Texas, being part of that certain called 5.860 acre tract described as Tract 1 in a deed to LCG2i MOVA, LLC recorded in Instrument No. D223177166 of the Deed Records of Tarrant County, Texas (DRTCT), and being more completely described as follows, to -wit: COMMENCING at a 1 /2" iron rod found for the Southeast corner of called 1.876 acre tract described to same recorded in Instrument No. D223177170 (DRTCT), the Northeast corner of a called 0.820 acre described in a deed to LCG21 MOVA, LLC recorded in Instrument No. D223177172 (DRTCT), the Northwest corner of a called 2,616 Sq. Ft. tract described as Parcel 22 in a deed to the State of Texas recorded in Instrument No. D201058742 (DRTCT) and being in the West line of Lot 1, Block 1 of Kitty House Addition recorded in Volume 388-155, Page 86 of the Plat Records of Tarrant County, Texas (PRTCT), from which a 1 /2" iron rod found for the Northeast corner of said 1.876 acre tract and the Southeast corner of said 5.860 acre tract bears North 00 deg. 07 min. 48 sec. West - 176.70 feet; THENCE North 64 deg. 50 min. 25 sec. West departing said deed lines, a distance of 438.60 feet to the TRUE POINT OF BEGINNING; THENCE South 89 deg. 49 min. 48 sec. West, a distance of 15.00 feet; THENCE North 00 deg. 00 min. 00 sec. East, a distance of 493.62 feet; THENCE North 39 deg. 49 min. 48 sec. East, a distance of 44.56 feet, from which a 5/8" capped iron rod stamped "HANCOCK" for the Northwest corner of said 5.860 acre tract bears North 45 deg. 16 min. 43 sec. West - 75.10 feet; THENCE North 89 deg. 49 min. 48 sec. East, a distance of 150.55 feet; THENCE South 60 deg. 10 min. 12 sec. East, a distance of 43.92 feet; THENCE North 89 deg. 49 min. 48 sec. East, a distance of 88.55 feet; GMcivii 2559 SW Grapevine Pkwy • Grapevine, TX 76051 • 817.329.4373 Sheet 1 TxEng Firm #F-2944 • TxSury Firm #10021700 Engineering & Surveying gmcivil.com G THENCE North 00 deg. 10 min. 12 sec. West, a distance of 31.26 feet; THENCE North 45 deg. 00 min. 01 sec. East, a distance of 43.66 feet; THENCE South 44 deg. 59 min. 59 sec. East, a distance of 20.00 feet, from which a 1 /2" iron rod found for the Northeast corner of said 5.860 acre tract and the Southeast corner of a called 2.496 acre tract described as Tract 2 in a deed to MTS Properties LLC recorded in Volume 15875, Page 235 (DRTCT) bears North 70 deg. 21 min. 10 sec. East - 63.29 feet; THENCE South 45 deg. 00 min. 01 sec. West, a distance of 35.34 feet; THENCE South 00 deg. 10 min. 12 sec. East, a distance of 42.94 feet; THENCE South 89 deg. 49 min. 48 sec. West, a distance of 113.91 feet; THENCE North 60 deg. 10 min. 12 sec. West, a distance of 43.92 feet; THENCE South 89 deg. 49 min. 48 sec. West, a distance of 142.39 feet; THENCE South 39 deg. 49 min. 48 sec. West, a distance of 25.60 feet; THENCE South 00 deg. 00 min. 00 sec. East, a distance of 488.14 feet to the POINT OF BEGINNING, containing 15,254 square feet or 0.350 acres of land, more or less. Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Exhibit map attached and made a part hereof. GMcivil 2559 SW Grapevine Pkwy • Grapevine, TX 76051 • 817.329.4373 Sheet 2 TxEng Firm #F-2944 • TxSury Firm #10021700 Engineering & Surveying gmciVILCOm EXHIBIT "A2" LEGAL DESCRIPTION FOR VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT All that certain lot, tract, or parcel of land, situated in a portion of the Kitty House Survey, Abstract No. 678, City of Fort Worth, Tarrant County, Texas, being part of that certain called 5.860 acre tract described as Tract 1 in a deed to LCG2i MOVA, LLC recorded in Instrument No. D223177166 of the Deed Records of Tarrant County, Texas (DRTCT), being part of that certain called 1.876 acre tract described to same recorded in Instrument No. D223177170 (DRTCT), and being more completely described as follows, to -wit: COMMENCING at a 1 /2" iron rod found for the Southeast corner of said 1.876 acre tract, the Northeast corner of a called 0.820 acre described in a deed to LCG21 MOVA, LLC recorded in Instrument No. D223177172 (DRTCT), the Northwest corner of a called 2,616 Sq. Ft. tract described as Parcel 22 in a deed to the State of Texas recorded in Instrument No. D201058742 (DRTCT) and being in the West line of Lot 1, Block 1 of Kitty House Addition recorded in Volume 388- 155, Page 86 of the Plat Records of Tarrant County, Texas (PRTCT); THENCE North 00 deg. 07 min. 48 sec. West along the East line of said 1.876 acre tract and the West line of said Lot 1, Block 1, at 176.70 feet pass a 1 /2" iron rod found for the Northeast corner of said 1.876 acre tract and the Southeast corner of said 5.860 acre tract, continue along the East line of said 5.860 acre tract and said West line a total distance of 380.94 feet to the TRUE POINT OF BEGINNING; THENCE North 90 deg. 00 min. 00 sec. West departing said East and West lines, a distance of 21.13 feet; THENCE South 00 deg. 00 min. 00 sec. East, a distance of 304.33 feet; THENCE North 90 deg. 00 min. 00 sec. West, a distance of 113.00 feet; THENCE North 00 deg. 00 min. 00 sec. East, a distance of 552.62 feet; THENCE North 90 deg. 00 min. 00 sec. East, a distance of 108.00 feet; THENCE South 00 deg. 00 min. 00 sec. East, a distance of 24.72 feet; THENCE North 90 deg. 00 min. 00 sec. East, a distance of 25.62 feet to the East line of said 5.860 acre tract and the West line of said lot 1, Block 1, from which a 1 /2" iron rod found for the Northwest corner of said Lot 1, Block 1 bears North 00 deg. 07 min. 48 sec. West - 20.63 feet and from which a 1 /2" iron rod found for GMcivil 2559 SW Grapevine Pkwy • Grapevine, TX 76051 1, 817.329.4373 Sheet 1 of 4 TxEng Firm #F-2944 • TxSury Firm #10021700 Jan uary3, 2024 Engineering & Surveying gmCIVILCOm 10957-DE l.dwg the Northeast corner of said 5.860 acre tract bears North 00 deg. 07 min. 48 sec. West - 157.88 feet; THENCE South 00 deg. 07 min. 48 sec. East along said East and West lines, a distance of 223.58 feet to the POINT OF BEGINNING, containing 66,990 square feet or 1.538 acres of land, more or less. Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Exhibit map attached and made a part hereof. *"F� G\STEW 93' JOHN N. ROGERS 0 6372 'p0FES S \0?P SURVEy� 3/5/2024 GMci2559 ,II SW Grapevine Pkwy • Grapevine, TX 76051 • 817.329.4373 Sheet 2 of V TxEng Firm #F-2944 • TxSury Firm # 10021700 January 3, 2024 Engineering $ Surveying gmcivil.com 10957-DEI.dwg s CALLED 5.860 ACRES, TRACT 1 LCG2i MOVA, LLC -5' U.E. PER INST. NO. D223177766 VOL.388-171, PG. 63 D.R.T.C.T. P.R.T.C.T. VEY �pUSE SO 6'18 �T�CT N ` yam" CALLED 7.876 ACRES LCG2i MOVA, LLC INST. NO. =777770 D. R. T. C. T. / CALLED 0.820 ACRES LCG21 MOVA, LLC INST. NO. D223777772 D. R. T C. T. SEE MEET 4 %0 W) W) w v U O _ / M _ PASS A 1 /2" I.R.F. O � _ , AT 176.70' O W 00 o Z o 0, o so 1 0 00 SCALE IN FEET OD o o KITTYOHOUSE ADDITION N 90000'00„ W 113.00 z VOL. 388-755, PG. 86 P. R. T. C. T. POINT OF COMMENCING 1 /2" I.R.F. 1 / CALLED 2,616 SQ. FT PARCEL 22 / STATE OF TEXAS INST NO. D207058742- D. R. T. C. T. /ALLED 7. 780 ACRES � � LCG2i MOVA, LLC INST. NO. D. C.T. 173 T. D. R. C. T. EXHIBIT "AT' MAP SHOWING VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT, SITUATED IN A PORTION OF THE KITTY HOUSE SURVEY, ABSTRACT NO. 678 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS pip , 10�R1Pg�E VJ SEE SHEET 4 FOR LINE TABLE BEARINGS ARE REFERENCED TO TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 AS DERIVED FROM GPS OBSERVATION. q 2 Job No.: 10957 Scale: 1"=60' Sheet 0 GMcIVIL Drafted: L.J.C. Checked: J.N.R. JOHN N. ROGERS ° Surveyed on the Ground: 4/13/2022 �• q 6372 �, 'P°FEss�o?P o � Engineering & Surveying of �qNO 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 1 /12/2024 $L1RV �`(� 'n 0 TxEng Firm # F-2944 I Tx$ury Finn # 10021700 a j Revised: I Revised: Date Signed: 3/5/2024 w r s 1 /2" I.R.F. � TRACT 3 HOUSE-ANDERSON INDUSTRIAL PARK CAB. B, SL. 27 75 SUgVEy P. R. T. C. T ND CT NO.6�8 �� gA sTCD N 90000'00" E 108.00' Z 1 /2'' I.R.F. 1 20.63' L3 LINE TABLE jCALLED 5.860 ACRES, ap TRACT 7 L0 LCG2WOVA, LLC ��' - U N INST. NO. D223777766 7+ cc N D. R. T. C. T. q h W W w Go *4c 44 o 04 o � H Uj O O O O Z L1 �1 iq M M co m LINE # BEARING DISTANCE LI N90000'00"W 21.13' L2 S00°00'00"E 24.72' L3 N90000'00"E LOT 7, BLOCK 7 KITTY HOUSE ADDITION VOL. 388-755, PG. 86 P. R. T. C. T. `POINT OF BEGINNING W 3 00 O O o O o O O N Z SEE SI1ECST 3 EXHIBIT "AT' MAP SHOWING VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT, SITUATED IN A PORTION OF THE KITTY HOUSE SURVEY, ABSTRACT NO. 678 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 25.62' 0 60 SCALE IN FEET BEARINGS ARE REFERENCED TO TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 AS DERIVED FROM GPS OBSERVATION. PIE IF F� < ST Job No.: 10957 Scale: 1"=60' SheetU ���9 GMcI I Drafted: L.J.C. Checked: J.N.R. Surveyed on the Ground: 4/13/2022Engineering 8� Surveying of2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 1 /12/2024 TxEng Firm # F2944 I Tx$ury Firm # 10021700 Revised: . I Revised: It Date Signed: 3/5/2024 0. r n Ln a, O w EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN COMl.¢ICf09NOfE IT 1 I I � 1 1 HOUSE ANDERsoNINDL—ALPARR !f V A-SEADDRION CAB', SL .... \ O 98E-165 PO IR6 PRTCi PRTCT / o / 1 _ 1 58.95 2 CALLED A D2496ACRE3 ,IS PROPRTES ELC VOL 1—, PG xis DRiCT 58.65 5A30N S0.J0 ' / / \ \ 4tPRill ` ° \ PACE i/t�58.800a1OG FACE d2p0 -- . URAINAGEEASEMFNI. BUILDING i v I� d•AhswTMAUMR .a N LOT 1, BLOCK di.2s WVO DONO137,250 S.F. 3A 89-ITTPG vy FF = 562.80 PRTCE —/ - �60.18 � 62.15 •• _ __ / 'I � 63.15 SSA / 20 _ fb _ / 6330 6230 .� i 61.35 D v T. 4— L x B150T=605 59J5 59.15 T 68.50 e•68.50 e•59.50 IN.TR Ra.A �If 6 U I I I Y LOTS-D, eLOCKI CALIEDR14J00 ACRES iRACTA i.R A EEDEORD-EOUF_ATERPLANTSITE WM. ANDERSON ADDITION TRINRY RIVER—ORRY OF TEXAS CANED 2.169ACRES — ICAE A. SL 1259 I CAB a. SL 952 INST NO D2192sx 104 TRI RIVER AUTHORITY OF TEXAS PR.TC.T. D �NSi. NO D219252I04 ( — \ P.ftiC.T 551 R iC.T. D R.iCi I WXSoIl 11m1.1 W Zco 1 " = 150' LEGEND - — M — - EMSTING CON OUR —580— PROPOSED COMOUR FLOW ARROW API PROPOSED WALL leon5o0m01 � J STORM DRNN :............. NO SAVED OR PROPOSEDe9� VE0. TREES ARE WITHIN THE 0 SWFMA BOUNDARY L 3-»24J o aE D 3rsn+ eevc=��.�.i�� ^. 1 osGrv/oRH nw/Isw Renew .,� ervcirAw.eirEFeva2w.v�sse z%•..., I Ci6.0 GRADING e \la9sT - Le.^ c.Pn.I - u..�., v.u•r\Pl,ws\Nmc I Pl,ws\m9sT-xoRTN —R. PIA—oo.a.9 PLAN N.. u., 11 — — COATEW)0OA'077 \ coRR,icM�m. uaE a.w„mER REaNlssnn of c.,clnLarv,. 'HOUSE ANDERSON ROAD I I T�� I I IAllI I I / \\ I \ A-2 1 W Z t!7 3 1 " = 180' DRAINAGE LEGEND REAGE G e DRAI EA REnGE N/ DRnINncEnREn DIVIDE FLOW A ROW la ry rvl STORM DRAIN & INLEf O PICKUP/DESIGN POINT i = A -la 0.3o s-,a sas BUILDING 1 LOT 1, BLOCK 1 I- 137,250 S.F. FF = \ 562.80 0.3 •� M�3v I \ , 05 r a \ -rsz' I �ac F - 0.44 J noN --Ja I erm-. REs' maeJa I eaum2revneRES mr s -. / � /Ra emloe Ja: serevrces roc wsJ rvo oslzlvsesz sne -. - oa,cJ s vRJCJ 559 J NO OR ORICI r DRJCJ , // 5 ... ♦s 9M57 L 24 o aE 3rs 17 NO SAVED OR PROPOSED TREES ARE WITHIN THE JR,nR,rrzeva>Jwvsss� :. m s a �� i R DscN/DRD !sw/isw "` C7.0 SWFMA BOUNDARY a M� , „�_„:J�M..�i DRAINAGE AREA MAP EvDRs, - L.e� coP�Lal - Ma,�.. �ollry\Runs\Dmc , PunsvDRs,-WORM oA uiA-cD s � Mo. ,r zaza L.aa ~1/1I1-211m ►li HYDROLOGIC CALCULATIONS I DRAINAGE DESIGN CRITERIA 1 RiNSION D111 AREA C CA TIME 11 Q1 15 CIS 1100 C1100 PICK-UP POINT 1NTEN51TV......... AII o� -= . I. AT A -la 0.18 1 0 .90 0.6 10 406 0.66 5.74 0.93 9.24 1.50 Grate Inlet "A-1 a" -.-T-I- .. TA, "IT, I A- b 0. 5 1 .90 0. 4 0 1 1 0 4.06 0.55 5.74 0.78 9.24 1.25 Grate Inlet "A-1b" A-1 c 0.14 0.88 0.12 10 4.06 0.50 5.74 0.71 9.24 1-14 Grate Inlet"A-1c" A-ld 0.30 0.88 0.26 10 4.06 1.07 5.74 1.52 9.24 2.44 Grate Inlet "A-1d" TI l I C-c-1- .1- .1 - T-1- of -IT IT- 1. "' ZI 1-Till T11 Till III TI - Il ... ROAD" .... ........ Qa z A-2 0.47 0.30 0.14 10 4.06 0.57 5.74 0.81 9.24 1.30 Sheet Flow Offsite B-1 a 5.16 0.88 4.54 10 4.06 18.44 5.74 26.08 9.24 41.98 Trench Drain "B-1 a" 13-1b 0.38 0.88 0.33 10 4.06 1.36 5.74 1.92 9.24 3.09 Grate Inlet "B-1b" B-2 0 0 10 4.06 0.61 5.74 0.86 9.24 1-39 Grate Inlet "E-lb" .... ..... C 0�:06 �'300 �20 10 4.06 0.80 5.74 1.14 9.24 1.83 Existin a I� undment Onsite --l. AIA.T.I.1) A X D 0.12 0.30 0.04 10 4.06 0.15 5.74 0.21 9.24 0.33 Sheet eat how Offisite l - E 0.44 0.30 1 0.13 10 4.06 0.54 5.74 0.76 9.24 1.22 Sheet Flow Offsite F-1 F-2 0.75 0.59 0.80 1 0.60 0.82 1 0.48 10 10 4.06 2.42 5.74 3.43 4�06 1.96 5.74 2.77 9.24 9-24 5.52 4.46 L; Existin Curb Inlet qb Existing urb Inlet -F-ITAW A e"" ..... COMPOSITE RUNOFF CM-FVCIENT CALCULATIONS n-owrvnoE. pie read 'U ... . ......... urcavacm OPEN INDUSTRIAL PAVEMENT TOTAL AREA ID SPACE AREA AVG"C" 0.30 C= 0.88 C= 0.90 IrvTeNSITvC= l IUIAT.IN-LI .. T111. "L MA' U "L ,.I I. "I A A-1a 0.00 0.00 0.18 0.18 0.90 A-1b 0.00 0.00 0.15 0.15 0.90 x A-1c 0.00 0.14 0.00 0.14 0.88 z A-ld 0.00 0.30 0.00 0.30 0.88 Till 11 11111ITIAT111 T'_N ILETT- I 1 I ll 11.%.1 " 1.111 *�A.Tr I ILET 11 ITIP -111 (�ac (I I >� 0 1.- A-2 0,47 0�01) 0.00 047 (t30 II�T %l TI 1 T� I. T� I Z1=11, = LLJ z B-1a 0.00 5.16 0.00 5.16 0.88 Irv�_j 11NINATTIIIIII-INTIAT11 z I.- 0 8-1b 0.00 0.38 0.00 0.38 0.88 B-2 0.50 0.00 0.00 0.50 0.30 1-I-EA C 0.66 0.00 0.00 0.66 0.30 .. I11S1CHAER1IE(CF1S)1E1T(1 111E. CII III IIC > :D LL z 1:13 0 D 0.12 0.00 0.00 0.12 0.30 -11111AL1111111-AL 11 A I =1'AT-1 ZE"I L c 1- E 0.44 0.00 0.00 0.44 0.30 H E-11 LLI E: L) F-1 0.13 0.00 0.62 0.75 0.80 F- n F-2 0.08 0.00 0.51 0.59 0.82 0 100-YR GRATE INLET DESIGN CALCULATIONS FlowQ100 Design Inlet Area Perimeter Capacity of Capacity of Carry-over flow . % Captured Inlet # Inlet Type Ws) Depth of Inlet Description (s.f.) Length I t (l.f.) me (orifice) iniet(weir)Q passingqI00 passings) byinIetq100 Notes •p Flo. yo (ft) Q (cfs) WS) (cfs) > �1 A-1 GRATE 1.50 0.20 Fortem TW Grate Inlet Sipma FG-2391 4.81 12 11.6 3.2 0.0 100% .5 a a x with A -lb GRATE 1.25 0.20 Forterra Tx T Grate Inlet with S)Pma FG-2391 4.81 12 11.6 3.2 0.0 100% A-1c GRATE 1.14 0.20 Forbears 3'x TGrate Inlet Spma FG-2391 4.81 12 11.6 3.2 0.0 100% A-1 d GRATE 2.44 0.20 Forterna 3'x 3'Grate Inlet with Spa FG-2391 4.81 12 11.6 3.2 0.0 100% El-1la GRATE 3.09 0.20 Forlema Tx 3'Grate Inlet with Siqma FG-2391 4.81 12 11.6 3.2 0.0 100% 75 -1 j ......................... on C7.1 DRAINAGE CRITERIA & CALCULATIONS Ei\-57 T. - 05 2024 11 EXHIBIT "B" S.D. LINE �q. •eew. .111ma�6 m B4x w.rM. w cowry J 2 3 4 5 TB ] 8 B 10 a 11 22 q13 7.13� a o.0 73 A-10 0.1jI 0.1e �0.90 0.18 Om 0.1�( .W o1o.Wl 5 .71 Uf I I I I S.D. LAi"A 16" 1lmwxa J2 , 0.00 3 6.24 A-1b� 5 0.15 TB 0.15 ]0.90 8 0.1a 9 0.1j I 0 j 110. I x 11 n0.00 I 121324 10.W 5.74 I S.D. LAT "A-1e" vain" •.me 1lnnenwx col rw laeaq J 2 3 JI 9 0 ni 2 1 A19 132.%A re 0.0� 32.24 A•1cw 0.14 0.14 �0.88 0.12 0.12 10.0� 0.0 1 IODL 5.74 J ( I I I f I S.D. LAT"A-1d" B. veen wow ll�a r110.001 11/.4J 2 0.0I 314.491A-ida 0.3 60.30 ]O.BB 60.- 1 0' 1 10.00 0.00 195.74 S.D. LAT "8 11, n .Fnrabne JJlI lneamea aw J ue+ imm - cony 182.9'2 83.56�J 398.47j ibw O.J T60. ]0.8U 80. 1J 0.3'q 110.n0. nt 10.0�J n 5 5.74 83.58J 31.5/J 51.9'�AS BEND 0.00J 0. O.OU O.OdJ 0.3�(. 10. 0.', 10.00 5.]4 31.5'/) 0.00I 31.5'�BEND O.00 0. 1 O.W O.00 0.331 10. 1 0.5UI 10.OU 5.74 Owen 06 OtaO a roan weFn lax Rya nww �w oa+e Imw,. Ewe ay.we vway +w o o Iwml wm n a m14 f15 f18 1] 118 10 19n 1W p 21 22 p 2/ 1W 9.24 DO1.W O.W 1."1 1 0.013 0. 11 55.1 I 55.1 mlmyy O+eq� raa I rawwaa, nsi®e 6Rge m 6w 11+Ia4 � yw, xrawa xaaaa 1 6u:�1 64eem Oran harm vwwy R211 mIn14 1W 924 f15 0.76 18 1.26 fi 18R 10 198 O.00 1.11 1 1W p 0.013 22 p O.OW1 557.8 557.81 nY4 y...11, rwa cwawsw Ba,e I xmaw6waaa I Owgn OS Otw Rwan Bww as anlo � nw nww � Oon Imlw, 1w O O Helm wwn o w yw+ RA'Pe ca.e vaay In14 IS 18 117 18 1B iBn 10D p 2211 cop p M iod 9.24 0.71 1.14 D.W 1.1 j 0.013 0.0011 I 57.3 I 557. 1 Rwm Rwn6 � waw s..wa� 9mw Rwee ri a15161] 19 18D p 21 22 2I iW t49.' 1 1.521 2.M O.W ,62.J1 1 0.013 0. '1 57.3 p57. 1 via Rumn Roan . m. r. er9u+ a 6w tm O�ae n� sl�wn vllu�iry Hxr+ se 48/III 106 1e8.?' 1i 1.8L1 t43.W t]O.W 163.1 1B 19 0.013 0.0D09= 57.1 i p57.101 1.7j EXHIBIT "B" way n a u avugen xeu vw u HW �� .vxt H� Lw. HI El Bww. nse 0.J1 zs 0.01 a BAD x 1.25 0.0 ao 0.1 zil. I 5558 58.0 xua v ar. sg ns m Lm vxe.e 1El n25 xe.a �O.W m x 'v �0.1� .71 28 0.01 2] p 1.25 pH 0.0� p 311 557.81 557.91 xxw uwaciwiwnsewm vxxe xw xmm I =j a 25] 0. 28 0.01 2] ODD 28 1.25 0. 30I" n 0.11 1 I 557.40 vway xeea wa w.a vxt cea H.vx1 Em W El n 261 I 280. noDo 361' p0.0 660.1 55 I 1 I 57.41 wnuxacwwxsermn 1 HM Hue Vxeary vx2 nt � �wnl H.vH1 Law � xl 2s 1.7' 380.J 0. 26 1. p 0.0 JJ 0.1 JJ 57.5 1.7 "1 0. "I 0.05 0.3'1 0.0'21 0.1d1 57.10 23 x M� I.L Z ¢~} W (f J p Cc,U `Q J LL F / ED Q S c } F Win- U O 2 I E4r 11 �ison3 winveR 82115] L 4J 1 On+E 1 OscN ORv1 /sw/ vs 1 REviEw Isw C7.2 DRAINAGE CRITERIA & CALCULATIONS E:\-57 -Leon caPl<ol - Moeler vally\PUNS\BLoc IPUNS\1095]-v.-.RI_, T. Nor 05 2024 11 W Z N d CONSTRUCT. II/I * J( IT'SLOPEDENDHEt11,p2" TRUCK \, \ l N=69831JRri98OED END HEADWALL I\ CONNKTI3"H.D.P.E. 1 ous vareR E=339100T6TT31 IS T998 \\ T03d" DIA UNDERGROUND v Rrcr CONSTRUCT.1T.61TJ DE 11011 CHAMFER �ON„RDCR 1 " = 150' P N=6983163.9998EAD13"SLOPED END HEAD—E=3J9100T.6TT3 N=6983088.J998E=.11.16IT3O30 OM UNNECT NOFD-.-RiCONNECTI3"H.D.IE.ETENHON CHAMBER U.-D'AUNDERGROUND D DETENHON CHAMBERCONStRUm 1 OSl TRACT■ ■13"SLOPED END HEADWT OPEDENDHEADWALLWN •69831F8.9998N9ffi064.J998E=3J91001.6TT3 -�CONSTRUCRCGNNECTIT'H.D.I.- OITSLOPEDEND HFADWAIN=698B311-a TO 30" DIA UNDERGROUND /io'sFwFre FwsFMFur C: E•3)91M""' DAMFER�CONNECT 13" x.D P.E.CONCRETE G FOR 4"S.D.1010'DIAUNDERGROUNDSU ncEEasLnrEHi UEIENIION CHAMFER CONCI WLNGS POR LL IITI.-CDEIIAR RESIRICIORPLAIF PER AILONSNEETCB) CONSTRUCT. ((��13"SIOPED FND HEADWALL - —-N698303880J6 dSLOPED END NEAUWALL •9833]8I998 _ — f=1391d31.ITTJ d"HDPEINV=55300�D_ 00T6TT3 N=6983J I'D IECT ITH.D.P.E. /FEJ91000.0986 "DIA UNDERGROUND .16 ' �/5555) 558DCHAMBER ((�� ]]// ��// }D�10N DIoIrQE� UD 61-1300DRAINDFIFNIION CHAMBERE3391363.383d CONNECT IT'N.D.P.FT 3iWWI = CHAMBER tj'! T016"DIA UNDERGROUNDS \ DERNIION CHAMBER RR► rrencrz \ LL cauFn z.96ncRss-- mrsIROITRRTsuc ORici ref \BTENDON CHAMBER O Y > z <ONJE� "H.DIF i0 DnE.R ND ICI � 1 eEIN smD,FBoos.D UNE F.m--n J�O U d881.FSLOTTED AIN COECT 1"HDPEzJLL E.3391]]°]d36 NDE�ROUND / / "rtNCHAMBER _ 'G� I \ mLL C CONNECTCHD.P.E._/M/O / /A DIAUNDFRGRODN- ONISTSDUNE"B-ib \\ CC/ CHAMBER ed"HDPf INVALL 18 45°BENDU0CMP INV 5 30 SM 0.8]56)D UNE "F Ib E-698R356.6836 BUILDNG 1 INSTAILIB OS"BEND I \ \, O/ 339136 39ILOi 1, ELOCK 1 N,839I S.D. LINEE"A-Iff _ - �/� ..CONSIRUCi137.2SO S.F.FG-3391GRET"A-Id1491 GRATEINIEib-Ih" W/ FORTERRA PRKAST FRA dEFORTERRST MF - FF = S62.SO Fyn0.00 DNE"A lc rCONNECPE TO \ DIA UOUND / DETErmoN CHAMBER c ; uR R SLDD 12.30 S.D. LINE A'c l \ . _,• .,,,A .,. i \ / d\ // _ )\\ � ., CONSIRDCISIGMAi.A 10, !'�\\\�'T�' -ice—� �'�' —_ T _ �i� LS/ ^) \ •C%M{c FG-3391 GRATE IN ( W/(ORiERRA IRECASTFRAMf� 1 0+0000 ClfNNKT DTO 5 �'UNTIFCF (6'INPLM lu - -- -- _ C" $ M DIA UN"HDPE ERGRWND 559 d8 DIA UNDERGROUND _ "" - w s )EIENTIONCHAMBER D SD. CO.COIRUCD.M.30 A Ib" D5B EIENl10 959 TMGMA Sb00T.135DUNE"A-iD" \I\ FG-3391 GRATEINLET"A-Ib" CONSTRUCTSIGMA q I W/FORTERRAPRECASTfRAME 3391 GRATE INIfT"A-Ib" W/KRTERRA P—ASTFRAME yPR _ II ALLTDRAINAGE IMPRCVEM 7S ARE PRIVATE 551 wsr no oRrcr /"-\ r W IR.cr N ( _ \ rxaeF NrsFF . / IN7'3 �'... iR w ORici w as w ,N orercr as as I / /l PRrcr ti_ ..'f CON7FZIL:f09A'07E L L J cwmErErve t> rvCHnw.'f��.J�b�. I o3cN/oarr sw/ sw PS NO SAVED OR PROPOSED"•elm„;.' Vie„ ar R"E FDAWE� a R6 ,F, �= C8.0 TREES ARE WITHIN THE — STORM ,�..ERd. �R3�aD �3w M3oR SWFMA BOUNDARY,,,�w.N, LAYOUT �„IDM,� DFFF.�RDrEnIEF,�IFFID�DFDND191�D�r9 EvDOST - L.o� �•P,r•I - M•,�., yIlry\PIAR3\DrDD , IIANB\,OBET-ROHM �d-DD D � M•. „ 3D30 IE.ID 0./:ILy1m_21 cn (n to (n cn 0 Vi cn <n vt <n 0 cn cn <n <n W W A A <n Cn 04 0� W W A A cn cn 0� O In O <n O cn O cn O <n O cn O fn O fn i; m � 3 m W a e o ° a A - - sm 550.TE a Oap0,00 SD.IAi" T"hl°" l 8 ��''JJNNECi Ia"HOPEro �/ � Cr.NNECTI a"ROPE// @•• DIA UNDERGROI'ND DIA UNDERGROU ID 1Ir/fl�f CT„MION CHAMBER /ENIION CHAMBEI dl"CMP INV-55S9 DD 0^ d8'CMPINV=55/.II Zw Oa10.49S.D.LA�p(A m m0 Sb 0a0l.l,..iS GMAT"A IC OO_ 0 u'-1]91 GRATE INLET"A-tc" ov�O' I COx3ia0( hINLFT"A-la I'/FORTFRRAPRFC�ifRAME 0 '" m 11IRTER/' CASTFFAM! 1 1"HDPE INV= 555.:la"HOPE 1/V= PRF556.B0 my "ssmu 1)P Of GRATE=-7(1 j9 .1 EN GR Ilf=560.65 I �$ @ 'c o E% Z Sm 47 IN SI°Oa00003 SEOE"d" Oa00.005.RI. . LA "A 8 CONE. R4"3LOPFD ` 9��NII ENCHAM\R fND NFIDWALL 18"DIA UN CHAM �ND m® d"XDPF NV=5'. IIN SIa Oa„�..RO S.D. LINf "A^ 8" XDPE INV • 556]1 INSTALS X /" REDUCEF 18" CMP INV - 553 91 O 4 V=55S30 6"HDPI SIO Ba06F.]4 S.D. A-Ib" N<�3om INV • SSJ.30 m Sb Oa.�.Yd S.O. LINE"A" o FG-3J9I GRATE IN ET"A-Ib" CONN=T6"HDIE TO W/ FORTfRRA —T FRAME 0 46" NTONCHAM UND 'I�7� — — 18"HDIE INV =55' 10 Ni DN CHAMFER Q iOP OF GRAZE=5�.65 ay 6"HDPI INV=553.30 I In O nr ' tda p w o 3d"DIAUNDE . OUND c �% ,<• Q DFIFNUONCH IMBER ay ° i FF 555.60 18' MDPF INV = 555.60 61 m Fr m o — — 2•LCMP NV=i55,lQ_ _ d _ _ _ _ ILL�nOa00.003.D. V'"d-1h" _� J ;SID.E 18'HDIE TO Oa311,1..4 . l 1i "8� 1D" ° b"DIA UNDERGFC UND INSTALL IB"d5° D ° IEIENDON CHAM\R IB"HDPE V 55 .1 8"HOPE INV•5501: Sb Oa35.003 D. 1B-Ib" \ ^ b"CMPINV•5513'91 SG coxsr5unc- RErE couaF w a Sb Oa0A343 D.M/"A-Ib" kii$aq �S 55).30 CONSiRUCTSIG ¢ ii m c 18" HOPE INV =55 .R8 � / w FG-3J91GRATFIN FT"A-ID" _-",N° �� W/FOR9ERRA PREI AsrfFAME m / 18"XDPE INv•sse TO "m SIO Oai I� wa o � 1O10i GRAlF=5i 0.65 ay I — INSiA 18665°BEND -16' I f O� ^ A I SST 38 — — la"HD EINV=551.35 \ �, _ 3 CONSrRU�SIGMA o 6 FG-]391 GtATF INLET "B�Ib" ta td °—W/-FORTE.LAPREEASr�IfAM1 16" XDPE "I. — (A <7E (11 fn V9 fT fn fn 43 N fn 4E - - W W A A <n <n Co. O° W W A A fn (n Ox O <n O <n O cn O <n O fn O fn O <n O _ =omp MOSIER VALLEY NORTH Ll LE 0 N N fa GMcivil �'aa n g1 a D .. BUILDING I ' Engineering d.gSNn,eyi m9 Capital Group y=sh [>[ CITY OF FORT WORTH oo APLEpEN E.DALL .1 )5�9 "':m." + �•ba Aga wwirrs°rvnnnxiovi,m ITE 1600 9aN TARRANT COUNTY, TX i41SU0i93&ua6 _ NO SAVED OR PROPOSED w I TREES ARE WITHIN THE ' zy SWFMA BOUNDARY 3 I I 1 " = 90E Z �I w ��gm tP as n 551- _ _ - ,���_ PROPOSED GROUND _ J� -w — _NDERGE- 555 - DErENIroN n<tl�u VOSPNG GROUND' _ _�__—__— -- __--__— ____----------------- a .- GeC�. • .o .xoPE rawsu-sw.o- — i____ -Z____ __ i-rre,.rt�, sse _ � 887 LF OF 48" JB" 1NY HEY- 550.11 C.M.P.o8.lo% O d8"INV ElFV:553.)] XX �SEEPROFFLEON SECTION A -A W 3: j o o L) / Pantl No. A -PONDA Q LLLL ~ / Y k l sds 555� _ . Po adm av, i• e..,a Vag ,,.mu�.e •eomoer me.. s rw.i>ro `` 7 0 Z m 0 � \ Stawgel Sto,a9e E�bleG /� Cc ��p/ _ h to ln) ue lnl ....IwN ..w lounl .welnml LV N W U F b i Z f - �— BTJILDZNG 1ON a 137,250 S.F. .PF<562.80 PROPoseD GROUND� e- 2:1 ON 1171 [Pr ��_DMDERGROUND a110 rea te,sps •� N. �+° - E%ISIING GROUND ENIION t).38a . r @ E `p'f mvre w5st=ssao ogre t-ssm Ne Bo5 i — CulaveRl Orifi[e Structures Weir Stuctures 01�� jj-rrs ws - d. ON �rzw D n t& � a ICI I 1 � PriNcr I I )/ lal [s] ICI 1 1 � a 38"INVEI£V=5 40- l..linl MINI _ C� (pq Nu NUNc R• xo xo xo xo W ON SECTION B-B In) N ON loll ON ol� st.p. xOrez -.tl xusist.w =w. Tn No No ON i is°xOPE y� 1 M) S1a8eIDn:[M1erga kv ml 00 _1 2. re rr o [ --- _ b - I pcS) — — r e ,+ { w,Mr % fix— .—���;�.�,�_-- �„ma �u�RmDE -- 553,o I�° .X % ,R»,xrn�R�tlP�R�r vx,c,ss1 .. oRr[r i oxr[r ppp ppfi etp ote oM [9p p% pAe a0 h 8.2 oxmwpe roil —ream I POND"A" POND "B" DETAIL DETAILS e...... - .a" [a .......... Pox[ xsEcb.; w s " .., II s[sd EXHIBIT "B" / w I No IS�o� cA.E j ,ramo - - - nrr`vH'o'use`A°oomoH Z y� \ VI I /A �d a Isms Y �Y� r Y� Y�y r6� � ✓i �56 55) \ / O O V ¢ � NO SAVED OR PROPOSED wH TREES ARE WITHIN THE — -_ s, s4 SWFMA BOUNDARY J co v - -- -- - _ �5 1 1 1 1 1 55 / _ s. - oNnoN EUEenEM •� J 562 - \ O _ BUILDING I hl POND B z FIE X 2d'UNDERGROUND DETENTION �5�F 137,250,S 37.250 S.F. VOLUME = 78,006 C.F. / 568' ^a5 C,/ FF=562.80 TOP ELEV=55665 n o O BOTTOM ELEV=55465 100-YR WSEL = 556.50 / I I ~ i - L MAX DEPTH=1.98' �� I � Z � O POND "B" DETAIL J O O O J LL I— Poe4No.5-POND B \ In O Z eereennea Pond Dab S Aga I Storage EMEIeI vaNn. M Cc b •Ira .o oolm coobu..n.L9m iMa+«w.I=om rmano,.e•I=om W U F 71. COC r/P ELEv. /"\ r/I SLEv.ss9.gd G n 11 ______________ve-m=x wsEl sa=3_—— _---____--________� SA+9,t OIQ �/ -- — ----- — i M� \\\ `tCINV E15V=55d.95 .F OFV=550.M 818LF OF C2MPL®-O.10% CM.P.®0.10% • H 'T . 2. 5ns aas WoS2 cul—lOrifice Structures Weir Structures SECTION C la] [B] [c] [P—r] [A] IB] ID] [D] v V.•W w w�BN = N. ryN EmIN O 91F OF 24" AN— BOLTS (TYPI I. n Inl _ Muni e = No No No no C.M.P. ®0.57% owolxl - sM o 3'-95' MueiSbea =Ne vw..oniwnbw.w...+bmw.rwilbnMi.ewenl�r em+aw.r�m.. euwwl reramre.,q.am..ie.�14 r.(N - 2I"OPENING IN CONCRETE — — — — — — — — ory� o9o(nl Sfsg. I DIsoNerge w. I�nl F IF I/4"iHICKaTAINLESa Or vrs t _ — _ j STEEL PLATE 180 I I .a5 asti 98 LF OF 24" a ixl acvwv-ss 4 - of .s C.M.P.®0.10%I tx I �o9sosi:_.._16... NOTE: SEE SHEET C 16.0 tee L s°ormL' FOR HEADWALL DETAILS Isoe No. 3-IT-19J 3na 112' 0 , 25 y n d // I oATt an u2< o �$ RESTRICTOR PLATE DETAIL ae � i os ON nwl sw C8.3 � I2w SECTION D e. ro e ro B. tz.90 u.00 +s.a9 +s.ao z9.a9 zz.m za.00 :a.a9 °u ° DETAILS user —rmBo 9.lci POND'B' vmieNrz�.. use erwwnen leBMisson or c0009sxsMeBsxNiixe onLr E\Ie9sr - Lam. caP�mi - no,�., vmiry\Purls\BLoc IPuns\Ie9sT-nonM Pono xilE�rs a.9 Mop uo. It zeta Is.ls WXSoIl 11m1.1 II 1 - W gyp, CAg.asLzlls eArex / TL __ 1 w ZN I 11 I I mmsnusFAoonroN. /I SILT FENCE m 3 i -' 1" = 120' Z 0.a I' CONSTRUCTION— NEMEIPAL E90S/OMMOIES06 ROCK CHECK _ SILT FENCE — _ DAM x _ x .. \ '. 2 RESPoBTYFGR/NSTALL4GT/0.l; RGUT/NE/CT/GN ANG T/GNS _ _ i \ R _ _ — — — —� — \ ronPPF� aERsoN/sy v roe ro coni. E,LcEMeNrGF ENT ANCE � W �=H� /STURB/NGACT/✓/TY / n �Y J EROSCONTMLA�ASU SMUSTBECOMSTRUCTEBANV FUNCT A[ V / / /FOREANYGRAO/NG OR LANU U/SR/RH4NCE rANESP(AGE �RYORPLFMANENTS02 STAB/L/U NONM STBEAPPLlEO TO �o Q AU BENUBEDAREASWHENF/NAL GRABS/SREACHEB GNANYPoRT/GN CA11�o Z I96 ACRES �' OFSRF. TEMPoFARY,SO/L STAB/VLI ONMUSTBEAPM/EO ]p S LLC / 5 /N INEEYEVTTNATMEASURESBE/NG USEDAREBEEMEB TGBE VOL15875PG 235 / /NEFFECT/✓EBYC/lY/NSPECTGRS, A00/T/GNAL ME4SURES ORCHANGES D RTC i THEOR/G/NAG PLANMAY / 6 REREOU/REU BY JREc/TYOFFORrNDRTR. / U EROS/ONCONTROC OE✓/CES SHAG[ 9E% SPECn=09Y /PIES/T£ ' ._ � / \ � FOREMANL41/LY ANVSTRI/CTUREOR CONTROL BEV/CEN1//CH/S � AMAGEV ORS T/YEW/LL BEBEPA/REOORREP[ACEv T =lr'A1RYFAGL/RESSNALL REPRO✓/BED ONTHES/TSB REGULARLY � � 3 sFRvrc vas RFcoMMFNVEvevrRFsu uFR rRASNa vFBRssRALL il! \ BEsraREB/NcoYEREBen✓s vRENCLaruREs T -_--��! � s _ B CONSTM/CT/ONENTRYNCESiEY/TS SHOULBBEUM/TEBANB PROTECT/ON y , PRONBED TO PREVENT TRACK/NG OFSO/LSONTOC/TGU=RTS LL FT r - 9 RE.uoYES/CTORSEv/MENTS FRaMSmEET$CURB$NS, A-$FLUMF$ M / I F _ r / r NANO/GPACC SS RAMP$CUR9/NCET$ ASARA%$ANOANY LL l \ \ "- -� � ' '•+ u ' / OIHERPUBL/CORA/NAGEFAC/L/T/ESOA/LYORASACCUMUL9T/ON T OCCURS O = X _ _ �5 1criucvessBFsrRro�sEt�serr//�/eP�cn�sB�ass�,B B � F O /MSPECTEROS/ONCONTROLBEU ,ANBCNANGESMABE/FET 0 Y / ,° _ NECESSARY OLu � / r'J s / ». SYJ/C TRACKEOONR)PU9L/CROAOS SfL1GC HEREMOVE00a/CY/F ^ � z s '- � / FFAS/BLS, ORWHEN✓/S/BL VACCUMULA)EY SEB/MENT/d1SBEEN OOEPOS�TEB O/SCHARGEO SEO/MENTSHALL BEREMO✓EBAS SOONAS J Z O ' INLET Is/NGwA1 wa ER Gwa sEaMENr RBMs REE s sPRa a/rEB J p 0 U PROTECTION Q J a SLLz BUILD, NG 1 m O a m LOT 1. 01.CCK 1 W r a \~ � 137,2W S.F. FF = 552.80 MATERIAL O INLET I STORAG I % C1/ ------------ -- ---- _ ----- 1-- --- - -- ----- — ---- - -.�--- x INLET 56o \ _ _ --- -_ �a a _ _ W� INLET SILT FENCE x V PROTECYTILQN141 A. PROTCTIO R�„ - —1. A NE l- �o .F g B„ 4,z 11ICT uz a Dz 9 TCT. pa*c, °xTcr I _ MOVA NORTH DISTURBED AREA = 7 9 ACRES CNNr"CAMNIM MOVA SOUTH DISTURBED AREA = 8.0 ACRES • onslROWsd�sbrbetl dunnR conshuaion snel oe EROSION CONTROL NOTES: o...... mm'cmass nos ecen assumed, pass sna eeesablbnela m EROSION CONTROL MEASUREMAY ONLY BE PLACED IN FRONT wehoamr F INLETS, OR IN CHANNELS. DRAINAGE WAYS OR BORROW rnce nmeu"a�q oy fu°y; q'i 7,a�F.>z DITCHES AT RISK OF CONTRACTOR CONTRACTOR SHALL REMAIN rl xyeomumning. feeang,esoaal�q�vgcee voymml LIABLEFCRANY DAMAGE CAUSED BY THE MEASURES INCLUDING um) FLOODING DAMAGE. WHICH MAY OCCUR DUE TO BLOCKED remo.e mMeaians/rows pnwlosee g DRAINAGE AT THE CONCLUSION OF ANY PROJECT, ALL omN feae lm CHANNELS, DRAINAGE WAYS AND BORROW DITCHES IN THE ing from dicn/Rows once egelonon issuccnsuuy WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED gD IPARD moy Anrsav BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION coos coons ACCre/[sAT[EnsFse/rovacvaron Fo=Nvmw ea✓smTlZ CONTROL MEASURES. CM 4.3. o0 o po equp ec, o.sbre cw,ecolsoc med oNROw u EXHIBIT "B" EROSION CONTROL LEGEND SILT FENCE ® INLET/PIPE PROTECTION CONSTRUCTON ENTRANCE ROCK CHECK DAM FLOW ARROW ORGANIC FILTER TUBE €ys NO SAVED OR PROPOSED '"�°az ...fg, ��°� TREES ARE WITHIN THE J-1F-T4-1 SWFMA BOUNDARY L °:E ° w„L/gpy,pm, DSGN//DRFT JS olzMP REvI I w isw BENCRNARA'ECEVATIO 'ESl11T C11.0 EROSION CONTROL PLAN F.Vass/ - �a� CaPbl - Roee, gall=x1PIAN5IBLBD I PIANg11Bgs,-NBR,H FvPo-BB g � Mo. „ gDgA ,s.,, NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY I . I C09796Cf099CfE I u, PBWATROBWNA�EE�a� / IC F PARR ;I� 9 a6 9.,Eo—EElaME.T. 1 ----- — — — — -----„ ----------- As BUILDING i 8 om LOT 1, BLOCK 1, 137,250 S.F. •i+r •_. FF = 562.80 G w o. I I I II I oiu I I '� 18rseP�Te lne y u> w N I oa�IN rreTCT s59 I I I TABLE A TOTAL SRE= 8.56 ACRES(372,695 S.F.) REGE—D EASEMENTS AREA = E9 ACRES[IL-IF) NET URBAN FORESTRY AREA = 8.29 ACRES(361,127 S F) E%,SANG CANOPY AREA= 1.12 ACRES N5.761 S FI w ZN 3 1 " = 150' �x Z� w �3:Z J p U p Q J LL , m O a cc � N ¢ U F 0 2 --- -- ---- 9 53➢ A� g el ; rE 1Na.No ORTIT, � v —C 2,1 r LECENO EXISTING NON EXISTNG NON \ 9LI 5 37 sECT PROTECTED TREE 55 PROTED TREE O WITH CANOPY TO O WITH CANOPY TO ro B PRESERVED BE REMOVED t pyJ s5 EXI311NG PROTECTED 55 EgsnNG PROTECTED O TREEWITHCANOPY • TREE WITH CANOPY 1JOBN0' 18957 TO BEPRESERVED TO BE REMOVED 1 OnrE IIIOl24 - Y�ICK„ ITAM0 94,1 e I OSGN/oRN l5w/JBW O 55 MPS TREE WITHICANO CANOPY O 55 TREE WITH CAREMOVED 66�1 A�J4/ q� ems ' ' y�y TO BE PRESERVED TO REMOVED 1R� /1 FPROTENCING EASEMENT EASTIN EMETORIN -*� a h nrx I? WC12.0 FENCING 5 PROPERTY LINE NISIDE TNEE PFIOTECNON ------- PLAN E\to9s7 - �a� caPiwl - N®re, vallp\vNws\eLoc 1 P1.ws\1oRs7-NOR1N TETT PR 1—I I-S—, — 11 .. 11.11 EXHIBIT "B" V �roT aRi�s) - L I E F' I'! �wmmwlo al cansele a5di be woes n PLAN � �wAu eun.us - scF Puxs RIP RAP CP IT v ury �n°aHc�" c-�� s4 Toe dIF 12 flY, � TI SECTIfAV A -A cola sneee 2 wnu w z 1I �. Rye ,Me � A. SECTION N-B SLOPED END SECTION RIPRAP INSTALLATION NOTES I THE BASE COURSE OR LAYER OF RIPRAP SHALL BE BEDDED WELL INTO THE GROUND WITH EDGE TO EDGE CONTACT 2 PLACE STONES IN A SINGLE LAYER WIN CLOSE JOINTS SO IHAT MOST OF THE WOGHT IS CARRIED BY THE EARTH AND NOT THE ADJACENT STONES 3. USE SPALLS AND SMALLER STONES TO FILL OPEN JOINTS AND VOIDS IN RIPRAP, AND PLACE TO A DONT FIT 4 PLACE STONES TO CREATE A UNIFORM FINISHED TOP SURFACE THAT MATCHES THE FINISHED GRACE SHOWN ON 1/IE PLANS 5 DO NOT EXCEED 6" VARIATION BETWEEN THE TOPS OF ADJACENT STONES CONTRACTOR SHOULD EITHER REPLACE EMBED DEEPER, OR COMPACT STONES THAT PROJECT MORE THAN THE ALLOWABLE AMOUNT ARGAF THE FINISHED SURFACE. TABLE OF VARIABLE DIMENSIONS AND QUANTITIES FOR ONE HEADWALLc: rm.. r. om e,.. �,�11ux•rMi�i 9 U ELEVATION PLAN -a H� �I iI y - i TlanTrnc K. ASSEMBLY STROTAL SACKFILLSTORAGE:012CFCF TOTAL STOMGE PROVIDED: ]T813OF PIPE INV.=VARIE8Y wrt � x rt[oowuxma'nuoerewrta.s[[aauurt uorrPMuwonus 0./.IIAIm1.1 CO NTECH" Cis H� I .IE.nun- 1-A TABLE OF � REINFORCING STEEL CONSTANT DIMENSIONS CONCRETE HEADWALLS WITH FLARED WINGS FOR 0- SKEW PIPE CULVERTS CH-FW-O �� aNamTo, 2V UNDERGROUND XFILTRATION SYSTEM - 729307-10 MOSIER VALLEY -NORTH O9'wnrc FORT WORTH. TX SITE DESIGNATION: 24" UNDERGROUND DETENTION CHAMBER 1 " 7 E I o35] - Lean CaP WI - Ma Ter vall=y\PLPrs\BLOC I r o mx Z � o} LV ry Z 7 J Q O O Q J LL H D=D O a lF J l U F n O 2 'a;os WEANEa:. 93 7 L 'tea �L 3-II-24J 1 Gnrt 1 OSGx DRH ISw/MPS 1 P iE jSW �= C16.0 DRAINAGE DETAILS I STUB INFORMATION I,re I —fx�ews°w.c, sa<, Ior..,wx.wooanP,Aaw I,zom.x, 1 r, I Fa I +z+mnP, I r,ros,Pssw,.... I ,re I i 3 P PIPE—GE-N.31— L PIPE GAGE•1E L I• COaR11GAT10N•Snt Opnxrmm�,wsrs,[x a.�Tl mPw sZwo�N�c,�E:oua"aam`s,xe.,,.cxco saAn cF • MAIxLINEEPEGAGE•13 • COnauGA Ox•Sat o <.PxFn,M,reE.=,Ex, w,E oa,,.PxWn�nP.T I,reFax.e, I I ,zms,w.a I I,re�x n,a zs,.a I I,re I RISER INFORMATION I arx I Ix— .n Ix nuu w.n m.m I ASSEMBLY .SCALE. •=3P STRUCNPK BACKF ILL STORIGE. 20.09E CF TOTAL SiOFAGE PROVIOEO ]].012 CF LonwNG: EE PIPE INV. = VAa1E3'i CONTE/YMxffp1 24"UNDERGROUNDXFILTRATION SYSTEM - 729307-10 OAPOEIExiION MRME MOSIER VALLEY -NORTH O FORT WORTH, TX 1 P INn SITE DESIGNATION: 24" UNDERGROUND DETENTION CHAMBER ASSEMBLY SCA E. I.=. SiROCTIWLL EACKFEL STOMGE 20.09ECF TOTx LOAOMG VID�Eonol2 cF PIPE INv. = V-P. STUB INFORMATION 1,re x I,re I I ,re I I +re I I,re 1 I +re I I,resn,n.o, — I I,re I I,roaWFN„ I I ,zes,u.+x I Ire I RISER INFORMATION .xrE xe Ix„ I I x.xFEa xF.,, sx.x I '_ Ct N'TEC11• WPE Mff, 24"UNDERGROUNDXFILTRATION SYSTEM - 729307-10 _ _ oEiFNlroN mrtms MOSIERVALLEY-NORTH FORT WORTH, TX SITE DESIGNATION: 24" UNDERGROUND DETENTION CHAMBER 1— P3 v 7 EXHIBIT IIBII IN 06 W `2 r 0 Fx Z O 1, W c7�z J Q O O Q J LL H D=0Oa } l F J l U F n O 2 vgmw �jA0Ns WEER 920E)�� L 'F�y �L 3-II-24J �o 1 PEON 7 I Mw15 1 s 1 PEviEw w I= C16.1 DRAINAGE DETAILS Evans) - — o.Pxai N..L, veil„ P WS S o Platy \-17-STo3N 6A- A.91. - 0 2-11- MATERIAL SPECIFICATION NDTTDscnLE 14"UNDEI.R.UN. LTRATION SYSTEM - 729307-10 MOSIER VALLEY -NORTH FORT WORTH. TX SffE DESIGNATION: 24' UNDERGROUND DETENTION CHAMBER _MIN. COWt. - — - — - — - — - — - — — - —LE a' n0 IN , 0=111— uuv XF— JOINT —D—FILLSPECIF—IONS —I— NN E R. 1!`xI E. D suso MANUFACTURER ,flar.NDED BACKFILL CONTECK N 14"UNDERGROUNDXFILTRATIO SYSTEM - 729307-10 MOSIER VALLEY - —1� NORTH FORT WORTH, TX SITE DESIGNATION: 24- UNDERGROUND DETENTION CHAMBER EXHIBIT "B" Zvi '5A � j ..... .... ................. WIAV 17 L C16.2 DRAINAGE DETAILS 1\11957 - — C.­1 - M.N., —1.1 M., — 11 — — ELI—TIONVIEW vr,Eoxnmlo,m w� �h OF GMP FNO NEW N PLAIN END CMP RISER PIPE �nEmrvensnsawos,ru.wosrmruxrewrvurver s.encamxwwr. g:..N�»<�,�...ss�m�a.�n,o®.xssmns,n�s„ansffca,U,NnsEca.,. fp e wxsnsw,aswec„ownurnc,w�ncrasa„ces. E) 12" RISER BAND DETAIL £ NO__ I �xoxmacueoR XFILTRATION BAND %FILTRATION JOINT DETAIL TT II 7] CONNEC11�IXi �TNL 2 2/3" zi/2" RE -ROLLED END HEL-COR PIPE s o as�u�s re H-12 HUGGERIZI:=ETAIL C*,1_�%��� 24" UNDERGROUND XFILTRATION SYSTEM - 729307-10 GAPOETEI�MIOHSMMsI MOSIER VALLEY -NORTH O FORT WORTH, TX SITE DESIGNATION: 24" UNDERGROUND DETENTION CHAMBER 1— m 7 niaza7 cox,a.nw 0dw¢e-I-,Fm-L �� secnoNVlnv AGGESS CASTING SUPPLIED BY GONTEGN IN REINFORCING TABLE EE RING RISER PR SSURE (PSF) s. a0 aaEw ' c. a0 ocev ,]m ��-u,xr OH60-v `m I—NDOPTIONPLANVIEw�s sEETau SQUARE—NPLN, VIEW MANHOLE CAP DETAIL s.nwxE em,roxuews,a as m,.s NOT TO SCALE R!ey ECH' CoNnW 24" UNDERGROUND XFILTRATION SYSTEM - 729307-10 > J MOSIER VALLEY -NORTH WORTH, TX 1i.l SITE DESIGNATION: 24' UNDERGROUNDFORT DETENTION CHAMBER I� F7 7 EXHIBIT IIBII O mx Z >- o} W a J Q O O Q J LL H D=0Oa lF J l U F n O C V @ z �a �jASON3 WEAVER 9Z1117••••• L N t 3-77-24J 1 OA 1 OSON ORR )sw/MPS 1 R iEw w �= C16.315 DRAINAGE DETAILS EM-7 C„Rai - N..1.,-*\—S\— 1 FIANS\-57-STORM 6A.-00.4., Tx, Na, as 202411- � �ue,.x.�.,,o.���o�ama�m�aAro,r• o Ix —SON D111 I A Ifi I III I Zox w �IJ IIIK IIIL IIIM III N II P III M L aar ASSEMBLLYEPLAN VIEW O F f Z } ,.aE�.,l xo x.�.xaxWEa.,�x.rP •.,,.n� Z. W () Z J z�o J o C) IIw I I I I J I I I p m u. a �. �L p. r o lJ l U F MM �•..�.n � vgQR I A ASSEMBLY ELSCALEEVATION VIEW r I NUT. �. 1 .9ZS1 mxxo[RsiE—ElYrFxcx[pES uLcroAowxs1AueEUNrmwrxA.IAI—Eou Io, x eum_UAL SOLID ....SON 15)AV '�`• • WALL TYPE • OD DIAMETER=7A"HOUL­ • "INA SUITMINESsTo�NrwoNPIPE MATERIAL =2t"%}, ALT2, i8GA me SLOTTED DRAIN EiEE • JOINT TYPE= MODIFIED HUGGER BAND 1)AU.l-N ecoM Y—A—Am L �i 3112�J s�anaa � maioMwexurAc.ua aaroGmuuces / �m d. /4Y��!!!Mr �wiYIIIION YC SLOTTED DRAT N-729307-010 MOSIER VALLEY -NORTH 1 osvew scxCR /sw/Mvs i iC16.4'sw FORT WORTH, TX GE SITE DESIGNATION DRAINA8 DETENTION DRAINAGE 1'pas DETAILS coPrRi0xr�w. usE erwxmeNPeRMisswxor�Movi�orar E.\i 57 - 0•01 - M..i., v *\a She 1 c S\ioesi-sroRM A-00.e.e %. 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OnL`W�smx ue,nomuxs[xc Memo x}b�Au rnuervs,ac V71=1_1 Ml=—l—T. asmosa, cwasmiuna,sxi. u.cR s�¢crricRumoave., «caw © «wnL ,srxcv[xtaw � wxws cwrvsxnrwuuwnxrnox,ssnrw�sxor wucncu. txs Nxrt mwnc,soux,xronm,xsxns,ansn ,xavw xmmwtwwn,sn,ae'wv[xxw,Exw wrtaNiswssmxo svaEmm>xwtau Ocovsxtursx,u ewvsuw.covsx. rtxsxaxssnwxsww ixuwcaxnwx�vsnra mnrmaco�iKxa,u�uxwscxwxjw xwce{ws[�ury.[�i(uq pw�vm FnxswxzFaecoxo s,cuur�wcucu.wrovno�muwx+-ss Q�&o[c[ortnxw•uvrt,. s,roses[eeoovrisus[o�i:u,(�(�I.fILIGsd[¢�csx�auwnexr<sxua.www �! aso,rxrvessm¢xurtxs xa.T irm,rvrtaarrtRn,arvrwx+Mayssms urvsx,mcsmsmsurtxe,ammmsrean,oe[suanaztvrtsxmsun�rosxsysxrsoxmicrwnau xFrxowouawxn aounuenMraxsecrnxsixnxoeu,.xmo. w,«.ww_ MANUFACTURE DED BACKFILL —_ -- /�yu� CgV ECH' //���y`tkffi��'�f� V00N=H' 48"OUNDERGROUND.FILTRATION SYSTEM-729307-015 MOSIER VALLEY NORTH --:..-� OnFDETEMIox svSTEMs - ORTWH, SITE DESIGNATION: 48F' UNDEROGRORTUNDTX 5 DETENTION CHAMBER �'^' � 0 5 z r� m :AA ELI—LION VIEW „mrtcxw«wm, xer vary X,�- OF CMP NO RISER 4 cexcw xo•es. 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Nx, as 202411- XFILTRATION BAND — XFILTRATION JOINT DETAIL REINFORCING TABLE RaB, A O REINFORMN� RISER --�IRSFI . ,em DID"" VIEW I AGGESS GASTIND SUPPLIED BY GUNTEGN IN —emu ..N y L- ROUND OPTION RwNvM �. ..0 sOw—l.N—Vl- m�Eas.o TME.rs�%i�E^^sue^ MANHOLE CAP DETAIL ��.�� ¢wEEcuEoe wortwxue.asroee i...s OTTOOME I RgNTECH' Gp'�3iiiY!!' 48"6 UNDERGROUND XFILTRATION SYSTEM-]2930)-015 — MOSIER VALLEY -NORTH OU — ��_ I ^-s^'^"M-+-•^^ FORT WORTH, TX T SITE DESIGNATION: 48" UNDERGROUND DETENTION CHAMBER •"' ps v 8 O mx Z LL I cs Z 7 J Q O O a JLLZ co 0 >- LL1 U F n 0 2 vgmw �. ......................... 1 .1 1 OD GN DRR JS—P5 1 Rry E jSW �= C16.9 DRAINAGE DETAILS IM-7 C„ I 1 - M..I., va*\—S\8- 1 PwS\-57-sroRM 6A.-00.a., %. - 05 :Cz< I1- PL.s.lc u.w°l�� _nrnlwlww.--�n��rw� Ca 10 ull. anent uwucJ +OwL PLasro` III I�SumBnc FORT WORTH EXHIBIT IIBII Iw .wono�< O og� �m< ......�w wwR<� W wwt;uo �m CITY OF FORT WORTH, TEXAS 2"X4" WIRE WEIR CURB INLET PROTECTION o Z �x �} O Z W (' J 000 REVISED: 05-22-2015 a J - H moa 01 57 13-13430 >-o[ lJ l U F n 0 • �rwxmsurs varev.ue it Vw = \,�Iarxw:IP ..aero.xr*� �roxa>„x<.,m•x<,e D,9 <.11w...�,<w.ww,P��xw� 1 �.nSON 3 w[nveR� 9Z1157••••• ;°7 n„�3 REvitw 1 Dicx o isw/ iw 1 EROSION CONTROL DETAILS E.\10957 - Lean C.,-'.' - Maeler valley\PI-S\ELDO 1—S\10957-11— ECP D46--9 T. - 05 2— 11 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev. 11/19/2020 JLE Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration system REPAIRS REPAIRS DATE NOTES REQUIRED MADE STORMWATER FACILITY MAINTENANCE AGREEMENT 11 Rev. 11/19/2020 JLE Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT 12 Rev. 11/19/2020 JLE Exhibit "D" Underground Detention Maintenance Plan & Checklist Maintenance Procedures: • Detention systems shall be inspected quarterly. • Cleaning shall be performed as needed during inspection to remove any accumulated trash and sediment. • Discharge Orifices shall be inspected and cleaned to prevent any blockages. • Trash and Debris shall be swept and removed from truck court to prevent entry into the system. • Manhole covers should be securely seated following inspection/maintenance. Inspection & Maintenance Log: Depth of Accumulated Maintenance Maintenance Date Comments Sediment Trash Performed Personnel