Loading...
HomeMy WebLinkAboutContract 57333 Date Received: 04/04/2022 Permit No.: SWFMA-22-0006 Time Received:3:16 pm City Secretary No.: 57333 DRAINAGE CHANNEL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 30th day of March 2022, by and between NP-OV Fort Worth Project 3 LLC, acting by and through Nathaniel Hagedorn, its duly authorized manager hereinafter referred to as "Landowner", and the City of Fort Worth,hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of a certain tract of land located in the C. Perry Survey, Abstract No. 1031 and the L. Butler Survey, Abstract No. 64, City of Fort Worth, Denton County, Texas, being a portion of Lot 6, Block 1, Northpoint Alliance Industrial Park, an addition to the city of Fort Worth, Denton County, Texas as recorded in 2021-475, Official Records, Denton County, Texas (ORDCT), being a portion of that tract of land as described in deed to NP-OV Fort Worth Project 3, LLC, recorded in 2021- 171349, ORDCT, 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 NorthPoint Alliance Industrial Park, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Drainage Facilities be constructed and maintained on a portion of the Property; and; OFFICIAL RECORD CITY SECRETARY DRAINAGE CHANNEL MAINTENANCE AGREEMENT FT. WORTH, TX Rev 11/1 91202 0 JLE 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, the location and dimensions of which is shown and 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 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, 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 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev.11/19/2020 JLE inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails 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. 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 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev 11/19/2020 JLE AND DOES HEREBY INDEMNIFY,HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE 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 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 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 11/19/2020 JLE Executed this 30th day of March 20 22 CITY: LANDOWNER: �!L DJDJ Ha�r 30,2022 11:55 DJ Harrell, NP-OV Fort Worth r Ject 3, LLC Development Services Director By: NPD Management, LLC, its City of Fort Worth manager By: Nathaniel Hagedom,Manage Date: Mar 30,2022 Date: Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Contract Compliance Manager: Date: Mar 23,2022 By signing I acknowledge that I am the person responsible � for the monitoringand administration of ��°0 FO��00 �� this contract, inclding ATTEST: O°°° °°�' o��dd ensuring all performance and reporting yannetteS. GOOdall 0t)g o2� requirements. Jannette S.Goodall(Mar 31,2022 16:13 CDT) ° ° ° o y T 00 Jannette Goodall aICY °°oo Oo°° 'd tEXCity Secretary n ASo t G City of Fort Worth Janie S. Morales, Planning Manager Development Services Date: Mar 31,2022 Date: Mar 23,2022 OFFICIAL RECORD CITY SECRETARY DRAINAGE CHANNEL MAINTENANCE AGREEMENT FT.WORTH, TX Rev.11/19/2020 JLE STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on March 30, 2022 by DJ Harrell, Director of Development Services of the City of Fort Worth,on behalf of the City Of Fort Worth. Digitally signed by Bichson Bichson Nguyen ,�pRYPUB BICH SON THI NGUYEN = L� Notary Public Nguyen Date:2022.03.31 •®• STATE OF TEXAS 14:26:11-05'00' P Notary I.D. 133389224 9jF OF� My Comm.Exp.Oct. 13,2025 Notary Public, State of Texas STATE OF MISSOURI § COUNTY OF PLATTE § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Missouri_, on this day personally appeared Nathaniel Hagedorns Manager of NPD Management, LLC, Manager of NP-OV FORT WORTII PROJECT 3, LLC, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and consideration therein expressed, as the act and deed of NP-OV FORT WORTH PROJECT 3, LLC, a limited liability company and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _� day of , 20_Ll . SARAH ELIZABETH CANEDY Notary Public-Notary Seal Notary Public, State of Missouri Clay County-State of Missouri Commission Number 21539433 My Commission Expires Jan 20, 2025 OFFICIAL RECORD DRAINAGE CHANNEL MAINTENANCE AGREEMENT CITY SECRETARY Rev 11/19/2020 JLE FT. WORTH, TX EXHIBIT "A" INSERT LEGAL DESCRIPTION DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7 Rev.11/19/2020 JLE EXHIBIT"A" TRACT 1 PRIVATE DRAINAGE EASEMENT STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the C. Perry Survey,Abstract No. 1031 and the L. Butler Survey,Abstract No. 64,City of Fort Worth, Denton County,Texas, being a portion of Lot 6, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County,Texas as recorded in 2021-475,Official Records, Denton County, Texas (ORDCT), being a portion of that tract of land as described in deed to NP-OV Fort Worth Project 3, LLC, recorded in 2021-1 71 349, ORDCT, and being more particularly described as follows: COMMENCING at a 1/2" rebar capped Goodwin &Marshall set at the most southerly corner of said Lot 6, Block 1, Northpoint Alliance Industrial Park, being a point in the northeasterly line of a tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC,recorded in 2020-70676, ORDCT,said point lying in the northwesterly line of Lot 3, Block 1 of the final plat of Lots 2 &3, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County,Texas as recorded in 2021-249, ORDCT,from which a 5/8" rebar capped Dunaway found at the most westerly corner of said Lot 3, Block 1 bears South 41 degrees 23 minutes 43 seconds West, 7.87 feet; THENCE Northwesterly,departing the northwesterly line of said Lot 3, Block 1, along the southwesterly line of said Lot 6, Block 1, the northeasterly line of said NP-OV Fort Worth Logistics Park tract, and a curve to the left, having a radius of 470.00 feet, a central angle of 09 degrees 17 minutes 50 seconds, an arc distance of 76.27 feet, and a chord that bears North 68 degrees 21 minutes 06 seconds West, 76.18 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE along the southwesterly line of said Lot 6, Block 1 and the northeasterly line of said NP-OV Fort Worth Logistics Park tract, as follows: Northwesterly, along a curve to the left, having a radius of 470.00 feet, a central angle of 08 degrees 34 minutes 09 seconds, an arc distance of 70.29 feet, and a chord that bears North 77 degrees 17 minutes 05 seconds West, 70.23 feet to a 5/8" rebar capped Sitepoint found at the beginning of a reverse curve to the right, having a radius of 530.00 feet; Northwesterly, along said curve, having a central angle of 01 degrees 17 minutes 30 seconds, an arc distance of 11.95 feet, and a chord that bears North 80 degrees 55 minutes 25 seconds West, 11.95 feet; THENCE departing the northeasterly line of said NP-OV Fort Worth Logistics Park tract, across said Lot 6, Block 1, as follows: North 45 degrees 54 minutes 18 seconds East, non-tangent to said curve, a distance of 93.51 feet; North 75 degrees 54 minutes 18 seconds East, a distance of 167.45 feet; o 3 North 45 degrees 54 minutes 18 seconds East, a distance of 35.77 feet; Q South 44 degrees 05 minutes 42 seconds East,a distance of 3.17 feet; 0 North 83 degrees 13 minutes 27 seconds East, a distance of 33.44 feet; a 2 South 14 degrees 05 minutes 42 seconds East,a distance of 15.68 feet to the southeasterly line of said Lot 6, Block 1 and the northwesterly line of said Lot 3, Block 1; a m w �EOFTA-I O �P• '�srF 9 0 ���� Job No.: 10900 Scale: NONE Sheet y ..................... MRSDrafted: T.J.M. Checked: J.S.B. �oEL S.BaRTON A� �H[�1L1L z 1 .... 0 4914 „• 0 CIVIL ENGINEERS--PLANNERS--SURVEYORS Of <q�FFSS�C�?IOQ o 2405 Mustang Drive,Grapevine,Texas 76051 Date Prepared: 1/31/2022 H�SURV o (817)329-4373 j TxEng Firm#F-2944—TxSury Firm#10021700 6 1/31/202-2- uJ EXHIBIT"A" THENCE South 41 degrees 23 minutes 43 seconds West, along the southeasterly line of said Lot 6, Block 1 and the northwesterly line of said Lot 3, Block 1, a distance of 112.15 feet; THENCE departing the northwesterly line of said Lot 3, Block 1, across said Lot 6, Block 1, as follows: South 75 degrees 54 minutes 18 seconds West, a distance of 122.45 feet; South 45 degrees 54 minutes 18 seconds West, a distance of 29.59 feet to the POINT OF BEGINNING and containing 17,225 square feet or 0.395 acre of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. d 0 i a 06 c m w �E OF TF-I O �P• '\STE 9 a ���� Job No.: 10900 Scale: NONE Sheet y��a RFa y :............. .. Drafted: T.J.M. Checked: J.S.B. JOEL S.BARTONMARSHALL ° 2 ... .... . 0 4914 „• z 0 CIVIL ENGINEERS--PLANNERS--SURVEYORS Of <q�FFSS�C�?IOQ o 2405 Mustang Drive,Grapevine,Texas 76051 Date Prepared: 1/31/2022 H�SURV o (817)329-4373 j 1/31/202-2- TxEng Firm#F-2944—TxSury Firm#10021700 uJ EXHIBIT"A" TRACT 2 PRIVATE DRAINAGE EASEMENT STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the A. King Survey,Abstract No. 710, City of Fort Worth, Denton County,Texas, being a portion of Lot 6, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County,Texas as recorded in 2021-475, Official Records, Denton County,Texas (ORDCT), being a portion of that tract of land as described in deed to NP-OV Fort Worth Project 3, LLC, recorded in 2021-1 71 349, ORDCT,and being more particularly described as follows: COMMENCING at a 1/2" rebar capped Goodwin &Marshall set at the most southerly corner of said Lot 6, Block 1, Northpoint Alliance Industrial Park, being a point in the northeasterly line of a tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC, recorded in 2020-70676, ORDCT,said point lying in the northwesterly line of Lot 3, Block 1 of the final plat of Lots 2 &3, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County,Texas as recorded in 2021-249, ORDCT,from which a 5/8" rebar capped Dunaway found at the most westerly corner of said Lot 3, Block 1 bears South 41 degrees 23 minutes 43 seconds West, 7.87 feet; THENCE North 16 degrees 30 minutes 24 seconds West, across said Lot 6, Block 1, a distance of 2106.63 feet to a point in the west line of said Lot 6, Block 1 and the east line of a remainder portion of a tract of land as described in deed to The M.T. Cole Family Partnership No.2, LP,recorded in 2009-102749, ORDCT, being the POINT OF BEGINNING of the herein described tract of land; THENCE NORTH, along the west line of said Lot 6, Block 1 and said east line of said The M.T. Cole Family Partnership No.2 remainder tract, a distance of 53.64 feet to the northwest corner of the herein described tract,from which a 1/2" rebar capped Goodwin &Marshall set at a point of curve in the west line of said Lot 6, Block 1 bears NORTH, 97.70 feet; THENCE departing said east line of said The M.T. Cole Family Partnership No.2 remainder tract, across said Lot 6, Block 1,as follows: North 61 degrees 55 minutes 51 seconds East,a distance of 102.58 feet; North 47 degrees 03 minutes 14 seconds East,a distance of 39.48 feet; South 42 degrees 56 minutes 46 seconds East, a distance of 2.50 feet; North 47 degrees 03 minutes 14 seconds East,a distance of 38.46 feet; South 02 degrees 07 minutes 40 seconds West, a distance of 102.05 feet; North 87 degrees 52 minutes 20 seconds West, a distance of 20.00 feet; � d South 02 degrees 07 minutes 40 seconds West, a distance of 2.50 feet; North 87 degrees 52 minutes 20 seconds West, a distance of 30.57 feet; o i South 61 degrees 55 minutes 51 seconds West, a distance of 107.49 feet to the POINT OF BEGINNING and 2 containing 9,185 square feet or 0.211 acre of land. NOTE: o6 c Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. •�LZ�� w �E 0. TF-I O �P• rE •:9 0 ���� Job No.: 10900 Scale: NONE Sheet y��e R1a `� y ................ .. Drafted: T.J.M. Checked: J.S.B. �oELs.BaRTON A� �H[A1L1L ° 3 .... 0 4914 „• 0 CIVIL ENGINEERS--PLANNERS--SURVEYORS Of <q�FFSS�C�?IOQ o 2405 Mustang Drive,Grapevine,Texas 76051 Date Prepared: 1/31/2022 H�SURV o (817)329-4373 /2a22 (/� j TxEng Firm#F-2944—TxSury Firm#10021700 `/ 2132 uJ SEE SHEET 3 EXHIBIT"A" SEE SHEET 6 LOT 6, BLOCK 1 FOR LINE AND I NORTHPOINT ALLIANCE CURVE DATA ����� INDUSTRIAL PARK 2027-475 �0 0.R.D.C.T TRACT 1 CITY OF FORT WORTH / o 40'PERMANENT SANITARY O NP-OV FORT WORTH o ,p SEWER FACILITY EASEMENT ti �' o .O PROJECT3, LLC I 2021-215671,O.R.D.C.T. / -,:p 2021-171349 0.R.D.C.T 0 oo �n SCALE IN FEET FLOODPLAIN AND �7 W DRAINAGE(PER PLAT EASEMENT PERMANENT WATER 1 40'PERMANENT SANITARY FACILITY EASEMENT / SEWER FACILITY EASEMENT (PER PLAT) �^ �n / (PER PLAT) _ PUBLIC ACCESS / EASEMENT \ _ (PER PLAT) 7— / L5 _ LOT 3, BLOCK 1 L6 OF�OTS 2& 3, BLOCK 1 �O� — NO THPOINTALLIANCE O �2 L4 I INDUSTRIAL PARK \ \\ 04 ��� 20�1-249, O.R.D.C.T. \ AO FLOODPLAIN EASEMENT l NP-OV FORT WORTH 2020-401,D.R.D.C.T.. \102, ECT2, LLC -70678 PDBL`I�ACCESS EASEMENT 20�0-401,O.R.D.C.T. R.D.C.TC3CITY OF FORT WORTH 5/$"R.C.F. TPUBLIC ACCESS EASEMENQ2021-215733,O.R.D.C.T. DOD \ & \ I CITY OF FORT WORTH TRACT 1 \ 1 R.c.s. \x / PERMANENT WATER 44 \ FACILITY EASEMENT 5/$"R.C.F.\ \ O� 2021-215775,O.R.D.C.T. TRACT 1 PRIVATE DRAINAGE 60'UTILITY EASEMENT \ \�� EASEMENT 2020-401,O.R.D.C.T. \ \ \ a 17,225 SQ. FT. \ \ \� ��� \ \ \ \ 0.395 AC. \ \ \ o NP-OV FORT WORTH 20'PERMANENT WATER \ \ \ \ LOGISTICS PARK, L L C FACILITY EASEMENT 2020-70676 2020-401,O.R.D.C.T. \ \ 0.R.D.C.T \ \ \ g \ 06 a m w �E OF TF-I� O �P• �sTE •:9 O ��� Job No.: 10900 Scale: 1"=100' Sheet y��a R1 a `� y ..:............. .. Drafted: T.J.M. Checked: J.S.B. JOEL S.BARTONMARSHALL z 4 ... .... . 0 4914 „• 0 CIVIL ENGINEERS--PLANNERS--SURVEYORS of <9 0- o 2405 Mustang Drive,Grapevine,Texas 76051 Date Prepared: 1/31/2022 H�SURV o (817)329-4373 (/� j TxEng Firm#F-2944-TxSury Firm#10021700 `/ 2131�2a� w EXHIBIT"A" TRACT 2 PRIVATE DRAINAGE EASEMENT FOR LINE DATA �. �0• 9,185 SQ. FT. A ti 0.211AC. (REMAINDER) THE M.T. COLEFAMILY PARTNERSHIP No. 2, LP 2009-102749 \ 1/2"R.C.S. 0.R.D.C.T. TRR CT 2 CITY OF FORT WORTH �Y / PERMANENT WATER O FACILITY EASEMENT 1 2021-219339,O.R.D.C.T. 001 �'� L13 L16 i FLOODPLAIN AND O L1 7- DRAINAGE EASEMENT �19 L1 O (PER PLAT) - - -A-710 - -I - A-lOdl LOT6, BLOCK 1 _P.O.B. NORTHPOINT ALLIANCE PUBLIC ACCESS INDUSTRIAL PARK TRACT 2 EASEMENT 2027-475 (PER PLAT) 0.R.D.C.T. NP-OV FORT WORTH 18.6'PERMANENT WATER PROJECT 3 LLC �N FACILITY EASEMENT 2021-171349 (PER PLAT)(REMAINDER) O•R.D.C.T THE M.T. COLEFAMILY PARTNERSHIP No. 2, LP I Z 2009-702749 0.R.D.C.T I 100 CITY OF FORT WORTH _? 0 PUBLIC ACCESS EASEMENT .N 202 1-2 1 5726,O.R.D.C.T. n I I I o Q II W o 0 100 SCALE IN FEET j �F=F= ZaF=Fr ,� w �E OF TF-I� O �P• �srF 9 O ��� Job No.: 10900 Scale: 1"=100' Sheet y ..................... Drafted: T.J.M. Checked: J.S.B. �oEL S.BaRTON A� �H[A1L1L z 5 .... 0 4914 „•L 0 CIVIL ENGINEERS--PLANNERS--SURVEYORS of <9 0- o 2405 Mustang Drive,Grapevine,Texas 76051 Date Prepared: 1/31/2022 H�SURV o (817)329-4373 j TxEng Firm#F-2944—TxSury Firm#10021700 6 2/32/2022 uJ EXHIBIT"A" LINE TABLE LINE # BEARING DISTANCE Ll N45054'18"E 93.51' L2 N 75054'18"E 167.45' L3 N45054'18"E 35.77' L4 S44005'42"E 3.17' L5 N83013'27"E 33.44' L6 S14005'42"E 15.68' L7 S41°23'43"W 1 12.15' L8 S75054'18"W 122.45' L9 S45054'18"W 29.59' L10 NORTH 53.64' Ll 1 N61 055'51"E 102.58' L12 N47003'14"E 39.48' L13 S42056'46"E 2.50' L14 N47003'14"E 38.46' L15 S02007'40"W 102.05' L16 N87052'20"W 20.00' L17 S02007'40"W 2.50' L18 N87052'20"W 30.57' L19 S61°55'51"W 107.49' CURVE TABLE a CURVE # RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH Cl 470.00' 76.27' 901750" N68021'06"W 76.18' o C2 470.00' 70.29' 8034'09" N77017'05"W 70.23' C3 530.00' 11.95' 101730" N80055'25"W 11.95' i 06 m w �E OF TF-I� O �P• \STE 9 a GOODWINO�l� ¢ Job No.: 10900 Scale: NONE Sheet y��a �yJLl`I ................ .. Drafted: T.J.M. Checked: J.S.B. .O.EL S.BARTON 0 CIVIL ENGINEERS--PLANNERS--SURVEYORS of <q "FFSS\01?I -. o 2405 Mustang Drive,Grapevine,Texas 76051 Date Prepared: 1/31/2022 H�SURV o (817)329-4373 j TxEng Firm#F-2944—TxSury Firm#10021700 6 1/31/202-2- uJ NP-OV F T WORTH P JECT3, LLC 10. OZ R. —6 PRIVATE DRAINAGE EASEMENT 10 NP-OV FORT ORT 90.00 J \� PROJECT 2, CLC 89.5..90.00 / \694- __�I.1.D.C.T) SEE SHEETS 5 8 6 FOR PROFILE I 695 /bq i — � PRIVATE DRAINAGE �� 10 % �1 ' - �05 �_'� r r EASEMENT Ln N /off ° / � PULER ROAD 3+ ��/° i / l / r��/� o ,�o BOLD = _7io a co 2! Is TIC=703.58 �` PUBLIC ACCESS EASEMENT bx� ' 2021-475, O.R.D.C.T. � PRC=703.64 o �� 90.90 a� PERMANENT WATER z TIC=703.58 90.50 FACILITY EASEMENT Q - xQp // 90.90 �7 2021-475, O.R.D.C.T. CD N 1 CITY OF FORT WORTH I i cc E I�+ I PUBLIC ACCESS EASEMENT v o o 202 1-2 1 5726, O.R_D.C.T. j NP-OV FOR WORT Q I �I CITY OF FORT WORTH I LOGISTICS PARK, L cc PERMANENT WATER �� PRIVATE DRAINAGE 2020 7Q67� I I I FACILITY EASEMENT / I I EASEMENT D.T. 2021-219339, O.R.D.C.T. m N SWFMA a n EXHIBIT "B" 1� n� GRADING PLAN z 4 1�0]E�T ]PO]LN`T']BUILLD:FNG GOOD WIN z JM ARSHA1LL CIVIL ENGINEERS—PLANNERS—SURVEYORS o GRAPHIC SCALE 1"=60' 2405Mustang DrivGGrap.ine,T...7051 C) (51�3D-4— Q W 0 60 120 180 SHEET 1 OF 12 SS / NP-OV FOR ORTH I o� PROJECT 3, LL 9S � � —� O.R.D.C.T. o — -- 6 700 93.49 0 93.34 )7� I 705 :. � 93.49 PRIVATE DRAINA 701- EASEMENT , - — I4,1 -702=703=7047056 — BOLD RULER r ROAD PERMANENT WATER PRC=705.52 I W O FACILITY EASEMENT TIC=705.38 TIC=705.38 2021-475, O.R.D.C.T. 8+ 0 705 27+00 � 6 26+00 z — PRC=705.52 i CD —705_ / j 705 93.90 \ 93.90 ) p0 700 �/ I 93.75 . o CITY OF FORT WORTHS PERMANENT WATER \ FACILITY EASEMENT � � a \�2021-21933 O.R.D.C.\ oUoU( oU�oU CITY OF FORT WORTH i- PUBLIC ACCESS EASEMENT 2021-475, O.R.D.C.T. o VC(i�C r i PUBLIC ACCESS EASEMENT oJ�, oJ��o of °J °J J�oJoJ \v12021-475, O.R.D.C.T. Jc CD �� G�G�G�G oJ��JoJ SEE SHEETS 7&8 FOR PROFILE y \ G G J G G PRIVATE DRAINAGE o \ V U J �J EASEMENT o \�\ �UJr- —J �UJ THE M.T. COLE FAMILY / \ PARTNERSHIP No.2, LP I I l 2009-102749 O.R.D.C.T. I m N SWFMA 0 EXHIBIT "B" W GRADING PLAN z° Z NORTHPOINT BUILLDI NG 6 GOODWIN z 3 lM AR S AJLL CIVIL ENGINEERS—PLANNERS—SURVEYORS CD GRAPHIC SCALE 1"=60' 2405 Mustang Drive Grap.ine,Te..-51 CD (51�3D-4— Q w 0 60 120 180 SHEET 2 OF 12 NP-OV FORT WORTH P i cT,3, L C Sfa 0+98.00 S.D. LINE"G" R. 10. CONSTRUCT TXDOT FW-O HEADWALL INSTALL 341 S.Y. ROCK RIP RAP // // PRIVATE DRAINAGE D50 = 9", THICKNESS = 18" / O/ EASEMENT INSTALL 206 S.Y. CONCRETE APRON I / / 1� NP OV FORT VjORT PROJECT 2, CLC I l / \694- _P.R.D.C.T) I SEE SHEETS 5&6 FOR PROFILE 695 PRIVATE DRAINAGE EASEMENT � O BOLD RULER ROAD h 710 � cJI 05- o> — 1 I 700� 3 PUBLIC ACCESS EASEMENT rn 2021 475, O.R.D.C.T.PERMANENT WATER z I` FACILITY EASEMENT 12021-475, O.R.D.C.T. Q0 / �0 I, CDCD bqID Sfa 3+56.11 S.D. LINE"G" I \-CONSTRUCT TXDOT FW-S HEADWALL \ CITY OF FORT WORTH INSTALL 1112 S.Y. ROCK RIP RAP \ PUBLIC ACCESS EASEMENT D50 = 9", THICKNESS = 18" 1 I I ��I o I\ 202 1-2 1 5726, O.R.D.C.T. / INSTALL 1447 S.Y. CONCRETE APRON OO I N 11 V 0� NP-OV FOR WORT Q I I II CITY OF FORT WORTH I I LOGISTICS PARK, L cc I �I I I III PERMANENT WATER , PRIVATE DRAINAGE 2020-7Q676' FACILITY EASEMENT I I I EASEMENT O/R.D.�.T. a I I \ 2021-219339, O.R.D.C.T. I mcn \��\�/T //�A\`\ C O EXHIBIT "B" STORM DRAIN PLAN CIVIL ENGINEERS—PLANNERS—SURVEYORS o GRAPHIC SCALE 1"=60' 2405 Mustang Drive Grap—.,Tex.-51 CD (51�3D-4— Q w 0 60 120 180 SHEET 3 OF 12 \ 69 \ Stall 1+00.00 S.D. LINE t�F\ NP-OV FORT ORTH PROJECT 3, LL CONSTRUCT TXDOT FW-S HEADWALL O.R.D.C.T. 700 �� \ INSTALL 167 S.Y. ROCK RIP RAP 106 I D50 = 9", THICKNESS = 18" 705 \ I INSTALL 150 S.Y. CONCRETE APRON .._•� °•. PRIVATE DRAINAGE �1 EASEMENT � _ 701-702-703-704=705 ��6 — _— BOLD RULER , - 05 ROAD PERMANENT WATER FACILITY EASEMENT o^ 2021-475, O.R.D.C.T. o \ 705 � x N // 705 705 700 I J i CITY OF FORT WORTH �� u� PERMANENT WATER o FACILITY EASEMENT 2021-219339, O.R.D.C.T. ��� o o CITY OF FORT WORTH o t�������� PUBLIC ACCESS EASEMENT o 6Sta 2+27.28 S.D. LINE F o °v� 2021-475, O.R.D.C.T. N CONSTRUCT TXDOT FW-$ HEADWALL C o 'o INSTALL 4241 S.Y. ROCK RIP RAP ���������� � � D50 = 9", THICKNESS = 18't Q. PUBLIC ACCESS EASEMENT I z _ INSTALL 928 S.Y. CONCRETE APRON �� �� � C 2021-475, O.R.D.C.T. �� SEE SHEETS 7&�8 FOR 0 Oo Oo 0 0� 0 PRIVATE DRAINAGE o ��o��oo o o �Do 0 �0�� EASEMENT l / I � I THE M.T. COLE FAMILY / / \ PARTNERSHIP No.2, LP I cc I / \ 2009-102749 \ 0.R.D.C.T. m c S�VFMA c1 O EXHIBIT "B" W STORM DRAIN PLAN co z Z NORTHPOINT BUILDING 6 GOO1D'WIN 3 lM AR S AJLL CIVIL ENGINEERS-PLANNERS-SURVEYORS o GRAPHIC SCALE 1"=60' 2405 Mustang Drive Grapevine,Te..-51 C) (51�3D-4— Q w 0 60 120 180 SHEET 4 OF 12 O Le) a co c I� %O 440 440 440 440 -7j Is � ��,7 ,o)=ff v/7,S o 0 99769 =n NI d J21 ,tiZ 6Z 069 8' Z1,9X OL Ol „J,9b 17 ' 'S 6'0 +Z DIS L.9069 = NI i'DdA9X ,O L M L L 069 '1 4N 19 0 OC 77V NI „J,9N 7 ' 'S '0 +Z fis I o 0 Z6 689 N @ W � x a a Z a Ln � ui W I � £L 689 p I 00 06 =A NI DdA9X ,O L M O lu ti = NI 21, L Z( 8L S N)JI S4= 0 0 „J,3 1 ' 'S 0'8 +0 44S SS 689 + \OJL- o W LLA _ R 0 L1 J 0 e N J � "d N Q II II p � W S m � � a LD � Q 5 w F N om W o w- " LL Q 0 0cL w o a o > CD w 0 011* 011* co co %0 %0 %0 %0 %0 9b:9l ZZOZ l2 uor uow 6Mp'gd—AO—dN—VA-JMS-00601\s}uauaaaa6d\g 6uipling\sueld\}uiody}JON — 00601\:3 O Le) a co c I� %O 440 440 440 440 0 0 LO W , UPE W J W � 0 a J Lr- O 06 069 = NI Dd 9 X,oI (£) w OS 06 = NI D8,9 ,Ol (Z) Oa 8 L =SS 3N)DINI = S4 ci d-d d O ZL L L lb'1 NI 8ti 069 � U I I CD 0 � V 6Z069 0 W J v w h N N a F om W w O a ; w O 011* 011* c0 c0 I*** I� %O %O %O %O %O gt:SL ZZOZ L� uDr uoW 6nnp•2d—AO—dN—b'W3MS-0060L\s}uGLuGGJ6d\9 buipjin8\suojd\}uiody}JON — 0060L\:3 O O Le) a co co I� I� %O %O %O 440 MHz M W =ZB 7A OU V Y's O O ,0' ti17' 69 =A I d d„ L 9'£ 9 N XO 89 N3 ) J N 99' 69 A141 8 d, X Z L L 'd' ZI 1191 D3 N D „V L-d„ TV I '4 S S TO L LIS W O a 6V 69 n lO d, X OL Z) WSW O XO 83 N3 ) W =+ N dd 9E dDNOD '.l 09LA71 VIS 1 IS L SS.INW1. IH '„6 = 0 4 W 1S I U w 7 'V CI 3H S- :i l 4X 1 nd NOD o a „V -d„9N1 '4 S 00*00t L JS £'£ 9 ± O W LU J 0 U 10 � 0 W U 100 I I 44 -OLU W N N uj R ® 0 O ek4w k4Z �m g om W w zw o � � � w o o a ; LLJ w O O ON ON c0 c0 I� I� %O %O %O 440 9t:9L ZMOZ L� uD uOH bmP'�d—AO—dN—b'W3MS-0060L\s}uat.uaaa6d\9 5uipj!n8\suojd\4ulod44aON — 0060L\:3 O O Le) a co co I� I� %O %O %O 440 N R R e N N R va 5 w rTl Z U 0 0 PC,ly ..L(p, 0 N dd 3 21 NO 1 'VI NI dd -dl I )6M WS I PIZ V TIVIS NI 11 M4 3 S- 1 4 11 nd SN J I � " W � \ J � � a LD W a I c N o o Co CC N w `p > w 0 0 04* 04* co co Lb 5l ZZOZ L� uo� uoW 6nnp �d-�O-dN-bW�MS-0060L\s}uau�aa�6d\g 6uipjin8\suold\}uiody}�oN - 0060L\ 3 NP-OV FORT H PROJECT L c PRIVATE DRAINAGE O.R.D.C. / EASEMENT / I NP-OV FORT WORTH PROJECT 2, LLC / 0.R.D.C.T. PRIVATE DRAINAGE EASEMENT Lri / N / / N C / O I E PRIVATE DRAINAGE b R E cO�G �.' EASEMENT can � / �� • � / o / D / / NP-OV FORT WORTH LOGISTICS P RK, LLC I / / 2020-70 76 \ / O.R.D.q.T. m N S�V�'1\V�[A C O c EXHIBIT n PAVING PLAN i4 JMA E3SH 4JLL CIVIL ENGINEERS—PLANNERS—SURVEYORS o GRAPHIC SCALE 1"=60' 2405 Mustang Drive Grapevine,Te..-51 C) (51 7)3D-4— O W 0 60 120 180 SHEET 9 OF 12 NP-OV FORT WORTH PRIVATE DRAINAGE PROJECT 3, LLC — — EASEMENT O.R.D.C.T. 6"CURB 72"CONCRETE \ 6"CURB w Lri I N oN / � 0° 0° 0 z � K ��������������� PRIVATE DRAINAGE 0° 0° 0° ° EASEMENT 0 0 ° CD / �0 0 0�0�0�0�0�0 I / — — — — — — — — — — — — :T � I Q THE M.T. COLE FAMILY co PARTNERSHIP No.2, LP 2009-102749 O.R.D.C.T. m N SWFMA 0 EXHIBIT c W PAVING PLAN co z Z NORTH POINT BUILDING 6 GOO]DWIN 3 lM AR S AJLL CIVIL ENGINEERS—PLANNERS—SURVEYORS o GRAPHIC SCALE 1"=60' 2405 Mustang Drive Grapevine,Te..-51 C) (—)—-4— Q w 0 60 120 180 SHEET 10 OF 12 `� O $ R � '0NI W at t; ass" E�pS a U N U En_, Q N ONtl w Z f� Z a O LLJ E U- W -F o3m3� " EE F— E a' �apaM v w x u,a - GGG Z W W W Qv NE�Lc of O aL W Fm ".°1_.ct c 1� U ktil Z S _tz - _ cLL_5Eo 13 may'.3'.L-.o E oa ° 03 _ E3o_ _ _ • _ Cnaaa CC°v `Emo'a o_ � � � W c V 3lnm"n.,mwm°a3N n/�i F��O;O NOS ° z.c O -6 _� IZ a ;4 18 l9 ut ..° �. �r OF I � lJsauoysl Z in N � a i d Ko N I Cc Ko �'tl Cc m i F m /JsaJuo4sl Z ¢ ¢ I^ (Jsa6uolf b-Z+mH - en yJbua1 r . z a r 0 rb v O �=• -, W Ln °.,,3�� °m°c 3 1 II II II II o II o II _ A b 42 zz ZW O O ¢ III Z uz N a3W b ¢ 30` w ..a-z O2� J O;O h b k a mH ¢ u llJ cc Uj O H� 0 K w won _ 000* 1- m b 6 6 S 6 b 6 b u JLU " C� aLU O 2 o Ilul �._ a a a a o o m e a 0 o _ _ Q3 _ _ _ 1k 3 �oo�eeeeAt,�e b �e � m E 3 W LU xew ael F3� 3'ilj II �Y^//yl\/illl 31VO r P P '. _P P I -4l b3WItl4J51O u L-V:SL ZZOZ l2 uop uOw 6nnp•2d—nO—dN—VV4JMS-00601\SIUQWQaa6y\9 6uipjing\SUOjd\}u1Odg4JON — 00601\:3 �a - a s Q `L W p$ o LL N o Ec •.a _ Em a_•n cNov O X ` ONtl F - b W � CoS Z sm O E mE¢ - HgLL m�£w 3➢�- _ 2 z -a Ev - '. W Q P; - oEE - qqq � W F— LU OVo LLJ 'c v 3ln monism ww ov3H -�i0 i0¢h ¢zu U T .AZ+Z i - en yl6ua� m ¢ z psauoys/z _ m w6aa7 o-z ZJ LU o= i li a ONo� w r � - a oo•.00 m a 2 3� u 'O� m a° v� 3 wnc=E a6 00 3 w Z A l!) w a?, ~per �UO .4 EN 0 0 a �LL O 2 \ ; O Ec E Om3 � U - w il W _ _ Ea E W n 3 LU O k # Pk YF h # h YF Yt k 4 h fi # k 4 O _ p? u � R44RR� RRR4e u6e xeN 2 =` e O`o N n n n I-- - - Q we _ _ . . _ _ _ - n . s3 > W Q 3 a a a g o _ - m o m b'v�o - - - - - - - 4 4 ~o 4 w m 3 O U E W ^ 3 N N h N m ry m m m ry ry of ry b k k N ' W 3 h h h h M h �n b o �n�n�°�°i. i� f l E wag �; 6 �6 i°6666666666666 m•e£ dbl MH Z •A-Z y q _IN M h e _ _ _ _ _ _ E� \% �3'I[1 rrV/jam\ll' 31VO r A e/ )u»e N .a tl l E 3 1, 41 Aq P nano5.1 P P l 44 J. Iqj b3WItl4J51O u L-V:S I ZZOZ 1� uop uow 6nnp•£d—AO—dN—VV4jMS-00601\s}uawaaa6y\g 6uipjin8\SUDId\}uioduIJON — 00601\:3 Exhibit"C" CITY OF FORT WORTH DRAINAGE CUVLERT 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 culvert 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 culvert's capacity is reduced by more than 10%. Silt shall be removed and the culvert flowlines returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a culvert does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in the culvert or directly upstream/downstream of the culvert. Within the maintained area, visual inspections of the culvert(s) and trash and debris removal shall occur at least monthly or within 24 hours of the end of a storm event of 0.5 inches or greater. Accumulated litter, sediment, and debris shall be removed and disposed of in accordance with federal, state and local regulations. Minor inspections shall occur at least monthly and major and inspections shall occur at least yearly. Inspections may occur more frequently to maintain proper operation of the culvert. Reporting and Record Retention • A written log shall be kept of maintenance actions and inspections. The log should document the condition of the culvert's components, 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. CULVERT MAINTENANCE AGREEMENT Rev.2/4/2022 EKS a� 0 W � C � o w � A � A A w x � a � � a z s. o o O tc Ucw CW e� O O '� ° cn 4 7 c� D ` p a it 00 4. p O N O O N .0 r 4 z y O a 04 U -- A 04 FTC > O �4 C U . U C� U �4 C N W 7 >N � N U� A W "" bn V 'C O Ln by O y i O N 19 o c 0 0 0 Z L� sN. >' sN. `n .- `n .O w U) 'd �+ > Z w a N U � A x � •� �: � � C7 �: Q �: Wv� � � s.•� Q -dW WO �o �N W >N � N U� A k � � Q 2 m t ° / \ @ § ' § ;:3 U / ? ° ■ § a $ \ q o $ E / \ •) § •2 2 \ \ k § \ 0 2 ■ ° ° 2 2 & § � u o O _ / •E § •G •G g '2 � / 6 0 ) § ° ° k § q �3 ■ § ® ° / U % A 2 ® o •� $ t .� )R U _ Q u U U Q d O La \N Gi