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Home My WebLink AboutContract 50697 CITY SECRETARY CONTRACT NO, DOE # �O STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of Z ,10(K , by and between TCRG Opportunity XVII, LLC, acting by and through Robert L. Patton, Jr., 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 an approximately 54.94 acres tract located in the John Thornhill Survey, Abstract No. 1519, Tarrant County, Texas according to the deed recorded in Volume 388, Page 210, 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 Snapper Addition 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 Stormwater 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 ained by the OFFICIAL RECORD CITY SECRETARY STORMWATER FACILITY MAINTENANCE AGREEMENT 1 Rev.11/17/2016 FT.WORTH,TX 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 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 11/17/2016 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 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.11/17/2016 THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY 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 drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, 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, 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. [SIGNATURE PAGE FOLLOWS] STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.11/17/2016 Executed this �h day of 20LK Landowner City of Fort Worth TC Oppo XVII, LLC Name:J�(�),e4l f-L n dr, Jesus J. Chapa aa4l � " Assistant City Manager Title: �M Approved as to Form and Legality i ` istant City Attorney SOF FORTS ATTEST City Secreta �XAS M&C: 1295° OFFICIAL RECORD CITY SECRETARY FT.WORTH,TX STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev.11/17/2016 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on o� by Jesus J. Chapa, Assistant City Manager of the City of Fort Wo , on behalf of the City of Fort Worth. "y'!�l'• MARIA S,SANCHEZ *= My Notary ID#2256490 "^ `r' Not Public, State of Texas �rF of i�+7 Expires December 19,2021 STATE OF TEXAS § COUNTY OF TARRANT § OB me, the unders' ed authority on this day of , 20K, personally appeared Robert L. Patton, Jr., known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of TCRG Opportunity XVII, L.L.C., and that he executed the same as its President and as the act of such TCRG Opportunity XVII, L.L.C., and for the purposes and considerati expressed in the for goin instrument. tPPY.... CHERYL L COUCH 1 NOTARY PUBLIC _ 125016597 *r + State of Te2Sa 2022 otary Publ' , State of Texas �4rF of t�P. Comm.Exp. 04 OFFICIAL RECORD CITYSI1� l��pwA"�ARY wrx STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev.11/17/2016 Contract compliance Manager By sipin?I.aclmoviledge that I am the person responsible for the monitoring and administration of tEs contract, including 11r1W1L15 ll 1 114VL111�VV GLL11.11\ry VL-.-grCg7m vLu . Jamie S. Nforale Develoament Manager OFFICIAL RECORD CITY SECRETARY FT.WORTH,TX EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev.11/17/2016 PRIVATE DRAINAGE EASEMENT Part of Lot 1, Block A, Snapper Addition John Thornhill Survey, Abstract No. 1519 City of Fort Worth, Tarrant County, Texas DESCRIPTION, of a 6,000 square feet (0.138 acre) tract of land situated in the John Thornhill Survey, Abstract No. 1519, City of Fort Worth, Tarrant County, Texas; said tract being part of Lot 1, Block A, Snapper Addition, an addition to the City of Fort Worth according to the plat recorded in Volume 388-210, Page 45 of the Plat Records of Tarrant County, Texas; said tract also being part of that tract of land described in Special Warrant Deed to TCRG Opportunity XVII, LLC recorded in Instrument No. D217122585 of the Official Public Records of Tarrant County, Texas; said 6,000 square feet(0.138 acre) tract being more particularly described as follows (bearing system for this survey is based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone 4202, based on observations made on April 17,2017 with a combined scale factor of 1.00012): COMMENCING, at a 3.5-inch brass disk stamped "TXDOT" found at the southeast corner of said Lot 1, said point being in the west line of South Freeway (a variable width right-of-way); THENCE, North 07 degrees, 21 minutes, 36 seconds East, along the said west line of South Freeway, a distance of 104.85 feet to a point for the southeast corner of a drainage easement recorded in Volume 9299, Page 1607 of the Deed Records of Tarrant County, Texas; from said point a 3.5" brass disk stamped "TXDOT" found bears North 07 degrees, 21 minutes, 36 seconds East, a distance of 889.15 feet; THENCE, South 89 degrees, 45 minutes, 00 seconds West, departing the said west line of South Freeway and along the said south line of the drainage easement, a distance of 49.72 feet to the POINT OF BEGINNING; THENCE, South 89 degrees, 45 minutes, 00 seconds West, continuing along the said south line of the drainage easement, a distance of 75.00 feet to a point for corner; THENCE, North 00 degrees, 15 minutes, 00 seconds West, departing the said south line of the drainage easement, a distance of 80.00 feet to a point for comer in the north line of said drainage easement; THENCE, North 89 degrees, 45 minutes, 00 seconds East, along the said north line of the drainage easement, a distance of 75.00 feet to a point for corner; THENCE, South 00 degrees, 15 minutes, 00 seconds East, departing the said north line of the drainage easement, a distance of 80.00 feet to the POINT OF BEGINNING; CONTAINING: 6,000 square feet or 0.138 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract described. ��•OF• TF �PQ�p�S7 S,gF'FyJ ....................... MICHAEL CLEO BILLINGSLEY ichael Cleo Billingsley Date ••;••••658....% .. Registered Professional Land Surveyor No. 6558 9y°Fss�°`' � Pacheco Koch Consulting Engineers, Inc. Si1R`t� 6100 Western Place, #1001, Fort Worth TX 76107 (817)412-7155 TX Reg. Surveying Firm LS-10008001 3485-18.063EX3.doc 3485-18.063EX3.dvg DCP PAGE 1 OF 2 LEGEND 3.5-INCH BRASS TXDOT DISK FOUND — PROPERTY LINE (C.M.) EASEMENT LINE I —' -'- EXISTING EASEMENT LINE 1 o POINT FOR CORNER (UNLESS OTHERWISE NOTED) 0 25 50 100 I (C.M.) - CONTROLLING MONUMENT A®ar�.- POINT OF BEGINNING GRAPHIC SCALE IN FEET PRIVATE DRAINAGE EASEMENT 6,000 SIF I (0.138 ACRES) I — 1 — N 89'45'00" E 75.00' 60.41' FLOODWAY EASEMENT c0Ira i2 i I (VOL. 9299, PG. 1807) 31: LLJ F v y�I LOT 1, BLOCK A o b o b ^� NW -� SNAPPER ADDITION o o Q (VOL. 388-210, PG, 45) T ac) 7- ago 0 3 TCRG OPPORTUNITY XVII, LLC of = (INST. NO. D217122585) z N S 89'45'00"11N X -- _ 49.72_ S 89'45 00 W I 75.00' Ln V DRAINAGE NT Y 1 9299,APGME607) A 0.eJ o Z m FLOODMAY EASEMENT (VOL. 92411, PG. 1607) IAJ dn 1 PIPELINE EASEMENT IQ (INST. NO. D208019674) I \ Z `3.5-INCH BRASS TXDOT DISK FOUND 9 5054 SOUTH FREEWAY, LLC POINT•T OF (C.M.) (INST. NO. D207296507) COMMENCING CL The undersigned, Registered Professional Land 1. A metes and bounds description of even d Surveyor, hereby certifies that this plat ofOF T survey date herewith accompanies this plat survey accurately sets out the metes and �,,.••••..,F of survey. i bounds of the easement tract described. 5� i`��STFq ...f j' 2. Bearing system for this survey is based on CHAEL OLEO BI lL iiLEI' the Texas Coordinate System of 1983 (2011 •••......•••••••••••••• adjustment), North Central Zone 4202, based �. �;� 6558 '�:� on observations made on April 17. 2017 with 90Ff65,a*..a a combined scale factor of 1.00012. 8rRegistered el Cleo Billingsley Date '�'O'•••• MT, sSm Professional sua PRIVATE DRAINAGE urveyor No. 6558 N EASEMENT r Pacheco �� 0�� FOR WESTERN PLACE, SUITE 412. pq OF N FORT WORTH, TX 78107 817.412.7155 �e TX REG. ENGINEERING FIRM F-489 LOT 1, BLOCK q, SNAPPER ADDITION R TX REG. SURVEYING FIRM LS-10008001 JOHN THORNHtLL SURVEY, ABSTRACT N0. 1519, DNA wH a C/AECKED Br SCALE 49A TEIda +-1CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 0 DCP #�1CB/PMD 1"—gp' FEB. 2018 34858.063 PAGE 2 OF 2 3485-18.063EX3.txt North: 6929983.6429' East:2331382.6902' Segment#1 : Line Course:S890 45'00"W Length:75.00' North:6929983.3156' East:2331307.6909' Segment#2 : Line Course: NO* 15'00"W Length:80.00' North: 6930063.3149' East: 2331307.3418' Segment#3 : Line Course: N89°45'00"E Length: 75.00' North: 6930063.6421' East: 2331382.3411' Segment#4 : Line Course:SO* 15'00"E Length:80.00' North: 6929983.6429' East:2331382.6902' Perimeter: 310.00' Area:6000.00 Sq. Ft. Error Closure: 0.0000 Course: NO*00'00"E Error North: 0.00000 East:0.00000 Precision 1: 310000000.00 Page 1 24-FOOT WIDE ACCESS EASEMENT Part of Lot 1, Block A, Snapper Addition John Thornhill Survey, Abstract No. 1519 City of Fort Worth, Tarrant County, Texas DESCRIPTION, of a 10,600 square feet (0.243 acre) tract of land situated in the John Thornhill Survey, Abstract No. 1519, City of Fort Worth, Tarrant County, Texas; said tract being part of Lot 1, Block A, Snapper Addition, an addition to the City of Fort Worth according to the plat recorded in Volume 388-210, Page 45 of the Plat Records of Tarrant County, Texas; said tract also being part of that tract of land described in Special Warrant Deed to TCRG Opportunity XVII, LLC recorded in Instrument No. D217122585 of the Official Public Records of Tarrant County, Texas; said 10,600 square feet (0.243 acre) tract being more particularly described as follows (bearing system for this survey is based on the Texas Coordinate System of 1983(2011 adjustment), North Central Zone 4202, based on observations made on April 17, 2017 with a combined scale factor of 1.00012): COMMENCING, at a 3.5-inch brass disk stamped "TXDOT"found at the southeast corner of said Lot 1, said point being in the west line of South Freeway (a variable width right-of-way); THENCE, North 07 degrees, 21 minutes, 36 seconds East, along the said west line of South Freeway, a distance of 291.41 feet to the POINT OF BEGINNING; THENCE, North 82 degrees, 38 minutes, 24 seconds West, departing the said west line of South Freeway, a distance of 9.52 feet to a point for the beginning of a tangent curve to the left; THENCE, in a southwesterly direction along said curve, having a central angle of 97 degrees, 43 minutes, 04 seconds, a radius of 80.00 feet, a chord bearing and distance of South 48 degrees, 30 minutes, 04 seconds West, 120.49 feet, an arc distance of 136.44 feet to a point at the end of said curve; THENCE, South 00 degrees, 21 minutes, 29 seconds East, a distance of 120.39 feet to a point for the beginning of a tangent curve to the right; THENCE, in a southerly direction along said curve, having a central angle of 31 degrees, 33 minutes, 39 seconds, a radius of 74.00 feet, a chord bearing and distance of South 15 degrees, 25 minutes, 21 seconds West, 40.25 feet, an arc distance of 40.76 feet to a point at the beginning of a compound curve to the right; THENCE, in a westerly direction along said curve, having a central angle of 148 degrees, 32 minutes, 48 seconds, a radius of 48.00 feet, a chord bearing and distance of North 74 degrees, 31 minutes, 25 seconds West, 92.41 feet, an arc distance of 124.45 feet to a point at the end of said curve; THENCE, North 00 degrees, 15 minutes, 02 seconds West, a distance of 27.37 feet to a point for comer in the south line of an existing drainage easement recorded in Volume 9299, Page 1607 of the Deed Records of Tarrant County, Texas; THENCE, North 89 degrees,44 minutes, 58 seconds East, along the said south line of the existing drainage easement, a distance of 24.00 feet to a point for corner; THENCE, South 00 degrees, 15 minutes, 02 seconds East, departing the said south line of the existing drainage easement, a distance of 27.37 feet to a point for the beginning of a tangent curve to the left; PAGE 1 OF 4 24-FOOT WIDE ACCESS EASEMENT Part of Lot 1, Block A, Snapper Addition John Thornhill Survey, Abstract No. 1519 City of Fort Worth, Tarrant County, Texas THENCE, in a easterly direction along said curve, having a central angle of 148 degrees, 32 minutes, 48 seconds, a radius of 24.00 feet, a chord bearing and distance of South 74 degrees, 31 minutes, 25 seconds East, 46.20 feet, an arc distance of 62.22 feet to a point at the beginning of a compound curve to the left; THENCE, in a northerly direction along said curve, having a central angle of 31 degrees, 33 minutes, 39 seconds, a radius of 50.00 feet, a chord bearing and distance of North 15 degrees, 25 minutes, 21 seconds East, 27.20 feet, an arc distance of 27.54 feet to a point at the end of said curve; THENCE, North 00 degrees, 21 minutes, 29 seconds West, a distance of 120.39 feet to a point for the beginning of a tangent curve to the right; THENCE, in a northeasterly direction along said curve, having a central angle of 97 degrees, 43 minutes, 04 seconds, a radius of 104.00 feet, a chord bearing and distance of North 48 degrees, 30 minutes, 04 seconds East, 156.64 feet, an arc distance of 177.37 feet to a point at the end of said curve; THENCE, South 82 degrees, 38 minutes, 24 seconds East, a distance of 9.52 feet to a point for corner in the said west line of South Freeway; from said point a 3.5-inch disk stamped "TXDOT' bears North 07 degrees, 21 minutes, 36 seconds East, a distance of 678.59 feet THENCE, South 07 degrees, 21 minutes, 36 seconds West, along the said west line of South Freeway, a distance of 24.00 feet to the POINT OF BEGINNING; CONTAINING: 10,600 square feet or 0.243 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract described. OF7 STEM. _.r hVCHAEI CLEO BLIJIVGSLEY Michael Cleo Billingsley Date .. ......... Registered Professional Land Surveyor No. 6558 9q9, 65580�� o Pacheco Koch Consulting Engineers, Inc. do s ud�`a 6100 Western Place, #1001, Fort Worth TX 76107 (817) 412-7155 TX Reg. Surveying Firm LS-10008001 3485-18.063EX4.doc 3485-18.063EX4.dwg DCP PAGE 2 OF 4 3.5-INCH BRASS TXDOT DISK FOUND !� LEGEND ;S 82'3824" E T '36 E PROPERTY LINE 0 30 60 120 9.52' I78 gp' EASEMENT LINE 0 POINT FOR CORNER (UNLESS OTHERWISE NOTED) GRAPHIC SCALE IN FEET 07'21'36" W (C.M.) - CONTROLLING MONUMENT - POINT OF BEGINNING GrO 4.00' . .B. P.D.B. G� N 82'38'24" W 24—FOOT WIDE I 9.52' ACCESS EASEMENT 10.600 SF (0.243 ACRES) I — —{C; N o►. 3 fL00DWAY EASEMENT pig LOT 1, BLOCK A (VOL 9299, PG. 1607) g SNAPPER ADDITION 3 w ^�o O DRAINAGE EASEMENT a a I (VOL. 388-210, PG. 45) (VOL. 9299. PG. 1607) N N n TCRG OPPORTUNITY XVII, LLC r— � �C) Ln (INST. NO. D217122585) C.14 0 0 I r z L2 C4 oir J o 40' PIPELINE EASEMENT Ln (INST. NO. D208019674) FLOOOWAY EASEMENT 00 (VOL 9299, PG. 1607) n 3.5-INCH BRASS TXDOT '!� 5054 SOUTH FREEWAY, LLC PD/NT OF DISK)FOUND � (INST. N0. D207296507) COMMENCING � 0 i � I U 41 a The undersigned, Registered Professional Land NOTES; Surveyor, hereby certifies that this plat of 1. A td bounds description of even survey accurately sets out the metes and t�•�F•,rF metes anounp asurvey date herewith accompanies this plat bounds of the easement tract described. �4 ��STfgF:ly� �( of survey. i MICHAEL CLEO BILLINGSLE1f 2. Bearing system for this survey is based on '< G g 7 .....................9 • the Texas Coordinate System of 1983 (2011 a y•,o,�Es$,o�i;+o adjustment), North Central Zone 4202, based w Michael Cleo Billingsley Date '�'O'••••.• •v(� on observations made on April 17, 2017 with '^ Registered Professional a combined scale factor of 1.00012. Land Surveyor No. 6558 24-FOOT WIDE Pacheco Koch 6100 WESTERN PUCE, S 00 SITE 1 , N FORT WORTH78107 817.412.7155 X TX REG. ENGINEERING FIRM TX REG. SURVEYING FIRM LS-100-100 PART OF LOT 1, BLOCK A ACCESS EASEMENT 08001 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519, AIPA*w BY C/iECKED SY SCALE DATE NbINBER CITY OF FORT WORTH, TARRANT COUNTY, TEXAS (n Ia DCP MCB 1"=60' FEB. 2018 3485-18.063 PAGE 3 OF 4 0 L/NE TABLE LIME BEAR/NG LENGTH L1 N 00"15'02" W 27.37' L2 N 89'44'58" E 24.00' L3 S 0015'02" E 27.37' CURVE TABLE C[/RME DEL M RAD/US LENGTH TANGENT CHORD BEAR/NG CHORD Cl 097'43'04" 80.00' 136.44' 91.57' S 48'30'04" W 120.49' C2 031'33'39" 74.00' 40.76' 20.91' S 15'25'21' W 40.25' C3 148'32'48" 48.00' 124.45' 170.46' N 74'31'25" W 92.41' x n C4 148'32'48" 24.00' 62.22' 85.23' S 74'31'25" E 46.20' C5 031'33'39" 50.00' 27.54' 14.13' N 15'25'21" E 27.20' C6 097'43'04" 104.00' 177.37' 119.05' N 48'30'04" E 156.64' / n 0 n L) U D M g J� 3 U Y CL Y a_ a n 24-FOOT WIDE Pacheco Koch 6100 WESTERN PUCE. SUITE 412. ACCESS EASMENT N FORT WORTfi, TX 78107 817.412.7155 TX REG. ENGINEERING FIRM F-489 PART OF LOT 1, BLOCK A TX REG. SURVEYING FIRM LS-10008001 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519, y DwAWN BY ChI mw BY BCALE DATE .+aaa NLN�ER CITY OF FORT WORTH, TARRANT COUNTY, TEXAS Z) DCP MCB N/A FEB. 2018 3485-18.063 PAGE 4 OF 4 0 3485-18.063EX4.txt North: 6930168.8832' East: 2331456.3085' Segment#1 : Line Course: N82° 38' 24"W Length:9.52' North: 6930170.1028' East: 2331446.8670' Segment#2 : Curve Length: 136.44' Radius: 80.00' Delta: 97°43'04" Tangent: 91.57' Chord: 120.49' Course: S48° 30'04"W Course In:S7° 21' 36"W Course Out:S89° 38'31"W RP North: 6930090.7619' East:2331436.6187' End North: 6930090.2654' East:2331356.6237' Segment#3 : Line Course:SO* 21' 29"E Length: 120.39' North: 6929969.8778' East: 2331357.3761' Segment#4 : Curve Length:40.76' Radius: 74.00' Delta: 31"3339" Tangent: 20.91' Chord:40.25' Course:S15°25'21"W Course In:S89°38' 31"W Course Out:S58°47'49"E RP North: 6929969.4153' East: 2331283.3775' End North: 6929931.0771' East: 2331346.6722' Segment#5 : Curve Length: 124.45' Radius:48.00' Delta: 148'32'48" Tangent: 170.46' Chord:92.41' Course: N74°31'25"W Course In: N58°47`49"W Course Out: S89°44' 58"W RP North:6929955.9446' East: 2331305.6161' End North: 6929955.7359' East:2331257.6129' Segment#6 : Line Page 1 3485-18.063EX4.txt Course: NO' 15'02"W Length: 27.37' North: 6929983.1057' East:2331257.4933' Segment#7 : Line Course: N89°44' 58"E Length:24.00' North: 6929983.2106' East:2331281.4930' Segment#8 : Line Course: SO* 15'02"E Length:27.37' North: 6929955.8409' East: 2331281.6127' Segment#9 : Curve Length: 62.22' Radius:24.00' Delta: 148°32'48" Tangent:85.23' Chord: 46.20' Course:S74'31' 25"E Course In: N89°44' S8"E Course Out:S58°47'49"E RP North: 6929955.9458' East:2331305.6125' End North: 6929943.5128' East: 2331326.1375' Segment#10 : Curve Length: 27.54' Radius: 50.00' Delta: 31°33'39" Tangent: 14.13' Chord: 27.20' Course: N15°25' 21"E Course In: N58°47'49"W Course Out: N89"38' 31"E RP North:6929969.4165' East: 2331283.3707' End North:6929969.7334' East:2331333.3710' Segment#11 : Line Course: NO* 21'29"W Length: 120.39' North: 6930090.1210' East:2331332.6186' Segment#12 : Curve Length: 177.37' Radius: 104.00' Delta: 97°43'04" Tangent: 119.05' Page 2 3485-18.063EX4.txt Chord: 156.64' Course: N48° 30'04"E Course In: N890 38' 31"E Course Out: N70 21'36"E RP North: 6930090.7709' East: 2331436.6166' End North: 6930193.9116' East: 2331449.9370' Segment#13 : Line Course:S820 38' 24"E Length:9.52' North:6930192.6920' East: 2331459.3786' Segment#14 : Line Course:S70 21'36"W Length: 24.00' North:6930168.8898' East: 2331456.3041' Perimeter:931.33' Area: 10599.96 Sq. Ft. Error Closure: 0.0079 Course: N33°54'00"W Error North: 0.00653 East: -0.00439 Precision 1: 107056.96 Page 3 EXHOBOT T1 ORADOM8 PLAN' / W (0 664 FH 65 p A E T a PAVEM61lliT TC 664.48 TC 664.29 663.79 0 G 6 3.98 6�1� 0) TW 662.00 In r` TW 661.50 EL 65 In EL 6 8.9 (0 co co —659,TOP OF- ADWALL __- co (0 �Y TOP OF HEAD AL EL 662.0 6, c0 ��-- L 661.50 s, 65 — 10'X5' BID cv 10'X5' BOX CULVERT(2) (COO C14 0 CULVERT 2 la '�-- FL 652.5 c0 c0 L 652.00 0 IDE 653 654 z "--- S 6Ss I o TW 662.00 � d- � TW 658.50 ,� N L 658.83 co c0 ----- ___ T TC 664.69r7 TC 664.57 G 664.19 — G 664.07 ss ms --~ 661 _ TC 6 65.02 G 664.52 ` _O �b-G 664.52\ 664 us M 02 664 / 3 0 0 15 30 60 a co GRAPHIC SCALE IN FEET 5000 SOUTH FREEWAY ! BRIDGE CROSSING 0 6100 WESTERN PLACE, SUITE 1001 N LOT 1, BLOCK A Pacheco Koch FORT WORTH, TX 76107 817.412.7155 NSNAPPER ADDITION TX REG. ENGINEERING FIRM F-14439 LOCATED IN THE CITY OF FORT WORTH, TEXAS o TX REG. SURVEYING FIRM LS-101938-24 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519, F DRAWN8Y CHECKED BY SCALE DATE JOB NUMBER TARRANT COUNTY, TEXAS fA a PAC JCM 1-=30 � O 2018 3485-18.063 680 680 675 675 670 PROPOSED I --- 670 — — GROUND ---- -- -- -- PROPOSED 9'-6" 665 HEADWALL -- HEADWALL 665 660 --__._...._---_-____ ___.�_._____ ._- ___�._- - - --.---.-.-_..._.__._..______..____ 660 g655 ------- __.__.________.____ ._ . _ _-_---; _ __..__...__.._.__._--- -----------_ ____._.__..__.___.__--- 655 a z Q N 650 __ ______. -_ ._ -.._.__._ _ __ __ 650 EXISTING -- ----- -- _ GROUND ...................--- - W645 _____------___ __._-- --------------_____.__.-__.__�_____. __-....._------.-__.______ __-_ 645 z W 0 to 0 0+00 1+00 1+50 m SECTION A- A 0 0 15 30 60 a. a GRAPHIC SCALE IN FEET 5000 SOUTH FREEWAY m BRIDGE CROSSING 0 6100 WESTERN PLACE, SUITE 1001 N LOT 1, BLOCK A Pacheco Koch FORT WORTH, TX �8,0� 8,7.4,2.7,55 NSNAPPER ADDITION 7X REG. ENGINEERING FIRM F-1439 LOCATED IN THE CITY OF FORT WORTH, TEXAS C-4 TX REG. SURVEIING FlRM LS-101938-24 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519, F DRAWN BYCHECKED BY SCALE DATE JOB NUMBER TARRANT COUNTY, TEXAS PAC JCM 1"=30' F02�22/2018 1 3485-18.063 EXHO o 07 '1132.2 2o2 GLOSS SCS 70OMSw 680 680 675 –_.____ ___.___._ ___ ....__ ._ ____. _.W___..._ __._____ __..-_.__.______. ._ _ __---__---- 675 San, 670 _ .._.------____--- ---__.._.__---_________.____�.— _ ---- ---- 670 PROPOSED - PROPOSED TOP GROUND_.._ ____ _._-.__ 665 OF HEADWALL._____-- _-_-____.. _.__ _ ----____ ___ --- -------- 665 660 660 655 -- _ _...... .::EXISTING - - - -L.- ._....:. 655 Z DITCH a - - ............ ...... - - _...... ...... ...- _ ----------- 6 50 --_____._._._. _ ____. ____._-- t ______. __ —_ __- __ __ . ...__ ______ _.._. 650 PROPOSED 10'X5'--. - ------ -------- __ - BOX CULVERTS _..._..______ _.___. ._ _ ._ - _ __._ __— __.__ 645 ___ .______... _� �_..� _.__.____�.________ _-_______ __..____ ____-- __________. 645 Fm x W N - N 5-1 M 0+00 1+00 1+50 0 SECTION 13- 1313- 13Ln 0 i 0 15 30 60 � a. a 6 GRAPHIC SCALE IN FEET 5000 SOUTH FREEWAY m BRIDGE CROSSING 0 6100 WESTERN PLACE, SUITE 1001 N LOT 1, BLOCK A \ Pacheco Koch FORT WORTH, TX 76107 917.412.7155 n TX REG. ENGINEERING FIRM F-14439 SNAPPER ADDITION N LOCATED IN THE CITY OF FORT WORTH, TEXAS O TX REG. SURVEYING FIRM LS-101938-24 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519, FDRAWN BYCHECKED BY SCALE DATE JOB NUMBER TARRANT COUNTY, TEXAS N PAC JCM 1"=30' 02/22/2018 3485-18.063 685 685 680 _ _- __ ___ -__�___ 680 7 a J — --Z - - —. __. _ W U 675 - o x o -- 675 (0 X O� O� 670 --- ----- ------- ------Q Q a ---- _ _----- --- - - - - 670 ..Sn? PROPO ED 665 onpnqQ,_ _„ 665 €AD-WALL 660 --_.___.._.�_._.___._.__...._____ �. _____._._�.�._._ — _._-- --- ---------- 660 ----- -------- -- _. ......-- _..._ _ ........__ ------- - ----- 3 655 - _ . .... -- _.. _ _._._.....-T .._..._ . . ___ --------------- _.___ 655 s -- -------- ----- _..__ �, —R a_ __ - -------- - 0EXISTI IG 650 650 E _. w m - --------- ----------------_------>- -------- ---- - - - ---- � 645 --.-_.__.___-____...�._----___o ..�_-__------_.___----_.___.___.___.. -..--_-__._� _...._�__�._._____._ __.__ - 645 Ln ------ -- - N N wn 640 .. _. _. ._....� 640 _ _ - _ _ o 0 W _.__... ... - ._ f ------ - - i LL_ 0+00 1+90 1+25 M PROFILE: ST-1 0 'i 0 15 30 60 CL GRAPHIC SCALE IN FEET Ln 0 M 5000 SOUTH FREEWAY m BRIDGE CROSSING 0 6100 WESTERN PLACE, SUITE 1001 N LOT 1, BLOCK A Pacheco Koch FORT WORTH, TX �6,0� 9,7.4,2.7,55 N SNAPPER ADDITION �� TX REG. ENGINEERING FIRM F-14439 LOCATED IN THE CITY OF FORT WORTH, TEXAS C-4 TX REG. SURVEYING FIRM LS-101938-24 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519, NDRAWN BY I CHECKED BY SCALE DATE JOB NWHER TARRANT COUNTY, TEXAS a PAC JC M 1`=30, 02/22/2018 1 3485-18.063 685 [EXHOB07 T3.2" 87OHN PROFOLE 685 680 (A ry 680 a _j uj _j ---------- ----------------- x -0- 675 675 ------------------- ------------ CD X + _j_x ------------- 670 670 .......... PROPC SED --- 0000 --- PA 000f 665 -PROPOSED' 9 -Q`lt� GROUND— -------------- -j-PROP SED-V 6" 665 BEAM ALL_--- ----- -- ------ 660 660 . .......... 655 655 10'x5' RCB 0 -4v_F5% - ------ -- ------- - - TING 650 EXIS 650 Cn ............ ........... .............. 645 645 ...... .......... ........ ... ............... 640 LO- ------ 640 Z X U) Ld 0+00 1+00 1+25 PROFILE: ST—lA 0 15 30 60 a. GRAPHIC SCALE IN FEET rC 5000 SOUTH FREEWAY BRIDGE CROSSING 6100 WESTERN PLACE, SUITE 1001 LOT 1, BLOCK A FORT WORTH, TX 76107 817.412.7155 Pacheco Koch SNAPPER ADDITION TX REG. ENGINEERING FIRM F-14439 LOCATED IN THE CITY OF FORT WORTH, TEXAS o TX REG. SURVEYING MRM LS-101938-24 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519, DRAWN BY I ChECKED BY SCALE. DATE JOB NUMBER TARRANT COUNTY, TEXAS /2018 PAC Jcm 1"=30 02/2 2 3485-18.063 `NNO o OT "'Bit"'4"' STOO RN PLAN ' P, VER ® o z5� -- '' coo PROP. 9'-6" HEA( W `° -PROP.--9'�--��6'�`� ItA i�, , STA 0+00.00 LINE "ST-1 A" STA 0+67.00 LINE "SINSTALL: END PROPOSED ClHL-. 10'X5' BOX CULVERT RCP BOX CUFL 10'X5'=652.00 (W) FL 10'X5'=652.510 (E) d �t 0+77 00 =5" .1z 0+77 STA 0+00.00 LINE "ST-1" Z INSTALL: 10'X5' BOX CULVERT N FL 10'X'5=652.00 (W) I STA 0+67.00 LINE "ST-1" ---pq - END PROPOSED 10'x5' PROP. 10'X5' RCP BOX C VERT RCP BOX CULVERT °` � i l FL 10'X5'=652.50 (E) ® 0.75 sso d j t+Jd 1 1 (jf 3 M a n c� 3 0 0 15 30 60 a. GRAPHIC SCALE IN FEET 0 M 5000 SOUTH FREEWAY BRIDGE CROSSING b 6100 WESTERN PLACE, SUITE 100104 LOT 1, BLOCK A N Pacheco Koch FORT WORTH, TX 76107 617.412.7155 SNAPPER ADDITION Tx REG. ENGINEERING FlRM F-14439 LOCATED IN THE CITY OF FORT WORTH, TEXAS O TX REG. SURVEYING FlRM LS-101938-24 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519, F DRAWN S CHECKED BY SCALEDATE JOB N(AMBER TARRANT COUNTY, TEXAS N a PAC JCM 1"=30� 02/22/2018 3485-18.063 .......... ................. 4 (A 00 //////// 00 04 W LAWN SOLID Q. 50D V) 0 13ERMUDAGPA55 Q 00 Ld y CL CL LAWN SOLID 50D HRMUDAGRA55 0 15 30 60 < GRAPHIC SCALE IN FEET Cq 5000 SOUTH FREEWAY BRIDGE CROSSING C) N PLACE, SUITE 1001 Cq LOT 1, BLOCK A 11 FORT WORTH, TX 76107 817.412-7155 co C*4 Pacheco Koch '100 WESTERN SNAPPER ADDITION 11 TX REG. ENGINEERING FIRM F-14439 LOCATED IN THE CITY OF FORT WORTH, TEXAS 0TX REG. SURVEYING FIRM LS-101938-24 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519, omms r I memm a r =ALE ATA� TARRANT COUNTY, TEXAS < 021277/E2018 0 F CJT 1"=20 3485-18.058 EXHO UT TO` PAWOMO PLAH A46[M a •AM ►M�OYIfT r- PROPOSED PAVEMENT O OHL z J co a z a a RAINAGE EASEMENT ' 7.5' TESCO OVERHANG EA I. 9299, PG. 1607) `(VOL. 388-210, PG. 45) m [ w I i a � t o . JJj N END PROPOSED PAVEMENT BEGIN PROPOSED FLEX BASE 0 I i —FLOODWAY EASEMENT (VOL. 9299, PG. 1607) ,p 8" REINFORCED CONCRETE PAVEMENT 0 20 40 80 (CLASS "C", 3500 PSI) C a GRAPHIC SCALE IN FEET 5000 SOUTH FREEWAY co BRIDGE CROSSING 5 6100 WESTERN PLACE, SUITE 1001 N LOT 1, BLOCK A Pacheco Koch FORT WORTH, TX 76107 817.412.7155 N SNAPPER ADDITION NTX REG. ENGINEERING FIRM F-14439 a � TX REG. SURVEYING FlRM LS-101938-24 LOCATED IN THE CITY OF FORT WORTH, TEXAS JOHN THORNHILL SURVEY, ABSTRACT NO. 1519, F DRAWN BY I CHECKED BY SCALE DATE JOB NUMBER TARRANT COUNTY, TEXAS a PAC JCM 1"=40' 02/22/2018 3485-18.063 LO It R+lk h1l F co Ail ol @ebRys DY ,00b66 m.00 Ft o ea Ul) <D ------------ —————————-——— 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 8 Rev.11/17/2016 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in and Amount of silt in flume Amount of ponded water Amount of wetland ve etation Location of Erosion Percent of vegetation Condition of trash uard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip- Ra STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev.11/17/2016 Condition of filtrations stem Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT Q Rev.11/17/2016