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HomeMy WebLinkAboutContract 59994Date Received: 8/28/2028 Permit No.: SWFMA-22-0099 Time Received: 8:04 a.m. City Secretary No.: 59994 STURMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 2911day of August , 23 by and between Texas Wesleyan University, a Texas nonprofit corporation, acting by and through Emily Messer, its duly authorized University President, 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 Lots 1, 2, 3, 4, 11 & 12, Block 15 and portions of Lots 5, G & 9, Block 15, Polytechnic Heights Addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Document No. D200033490, 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 TxWes Athletic Complex Phl 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 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.1111712016 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 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. STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 11 /17/2016 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 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, and such failure continues for 30 days after written notice front the City to Landowner of such failure, except in the case of an emergency, 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. STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 11/17/2016 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 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. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 11/17/2016 9. All notices required or permitted under this Agreement may be given to a party by hand delivery or by mail, addressed to the City or Landowner at the address listed below. Any notice so given shall be deemed to have been received when deposited in the United States mail so addressed with postage prepaid. Upon a change in ownership of the Property, the Landowner shall be responsible for providing the City with written notice of such new landowner's address for notices pursuant to this Agreement. If such notice is not provided to City, the City will not be subject to the notice provisions herein related to the new landowner. TO OWNER: Texas Wesleyan University 1201 Wesleyan Street Fort Worth, Texas 76105 Attn: Emily Messer Email: emesser(a-)txwes.edu: bkfranksatxwes.edu WITH COPY TO: TO CITY: City of Fort Worth Attn: Development Services Department 200 Texas Street Fort Worth, TX 76102 [SIGNATURE PAGE FOLLOWS] STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev. 11/17/2016 Executed this 29th day of August 2023 CITY: LANDOWNER: Texas Wesleyan University gDana Burghdoff (Auag 2023 CDT) By: Dana Burghdoff, Asst. City Manager JJ Emily Mess City of Fort Worth its University President Date: Aug 25, 2023 Date:"2,2 ' ,L 2 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney City Attorney's Office Date: Aug 25, 2023 Q.�494pn�n � 40F pORt�pd ATTEST: �o Contract Compliance Manager: Jannette Goodall, By signing I acknowledge that I am the City Secretary person responsible City Secretary's Office for the monitoring and administration of this contract, including Date: Aug 28, 2023 ensuring all performance and reporting requirements. Rebecca Diane Owen (Aug 25, 2023 13:29 CDT) Rebecca Owen, Planning Manager Development Services Date: Aug 25, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 11/17/2016 STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on OvoJ►b}Qs, a0a3 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. BROOKE BONNELL Notary Public, State of Texas i"k,:� `;P? Comm. Expires 10-11.2026 Notary ID 134009525 STATE OF TEXAS COUNTY OF TARRANT Notary Public, State of Texas n�) A^ Before me, the undersigned authority on this �,�, r day of U,qq U S + 20,2&, personally appeared Presidevof Texas Wesleyan University, 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 Texas Wesleyan University, and that he/she executed the same as its President and as the act of such University and for the purposes and consideration expressed in the foregoing instrument. SHERRY L SANDLES Notary ID #125999250 My Commission Expires September 14, 2023 0(/( i� Notary P lic, State of Texas STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 11/17/2016 EXHIBIT "A" INSERT LEGAL DESCRIPTION INSERT METES AND BOUNDS LEGAL DESCRIPTION OF THE PROPERTY INCL UDED IN THE PROJECT STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11/17/2016 JPH Land Surveying, Inc. D.F.W. * Central Texas * West Texas * Houston EXHIBIT " A " PAGE 1 OF 7 PROPERTY DESCRIPTION FIELD NOTES to that certain tract being a portion of the Proposed Lot S u r `l v 1R, Block 14R, Polytechnic Heights Addition, according to the proposed replat prepared by JPH Land Surveying, City of Fort Worth Case No. FS-22-220, said tract being: (1) a portion of Lots 7-12, Block 9, Polytechnic Heights Addition (hereinafter referred as "Polytechnic Heights Addition Plat"), an addition in the City of Fort Worth, Tarrant County, Texas, according to the plat recorded in Volume 63, Page 109, Plat Records, Tarrant County, Texas (P.R.T.C.T.), (2) a portion of Lots 1-6, Block 15, of the said Polytechnic Heights Addition Plat, (3) a portion of Lot 1, Block 14-R, Polytechnic Heights Addition (hereinafter referred to as "Polytechnic Heights Replat"), an addition in the City of Fort Worth, Tarrant County, Texas, according to the plat recorded in Cabinet B, Slide 1886, P.R.T.C.T., and (4) a portion of those portions of Avenue D, Avenue E, and Nashville Avenue vacated by City of Fort Worth Ordinance Number 25791-10-2022; the subject tract is more particularly described as follows (bearings are based on the Texas Coordinate System of 1983, North Central Zone): LoLNd COMMENCING at a 1/2-inch capped rebar stamped "JPH LAND SURVEYING" set on the east right of way of Thrall Street (a 60-foot right of way as dedicated by the Polytechnic Heights Addition Plat), at the northwest corner of the said Lot 7, THENCE SOUTH 00°17'30" EAST, with the east right of way of Thrall Street, a distance of 111.16 feet to the POINT OF BEGINNING; THENCE through the interior of the Polytechnic Heights Addition Plat, the said Polytechnic Heights Replat, and the said vacated potions of Avenue D, Avenue E and Nashville Avenue, the following calls: 1. THENCE NORTH 89042'30" EAST, a distance of 251.65 feet; 2. THENCE SOUTH 00017'30" EAST, a distance of 395.93 feet; 3. THENCE SOUTH 89042'31" WEST, a distance of 205.66 feet; 4. THENCE NORTH 00016' 16" WEST, a distance of 33.78 feet; 5. THENCE SOUTH 89042'30" WEST, a distance of 39.73 feet; 6. THENCE SOUTH 67017'05" WEST, a distance of 11.85 feet to the east right of way of Nashville Avenue (a 70-foot right of way as shown on Instrument Dallas -Fort Worth Central Texas West Texas Houston 785 Lonesome Dove Tr. 1516 E. Palm Valley Blvd., A4 426 Graham Street 11511 Katy Fwy., 300 Hurst, Texas 76054 Round Rock, Texas 78664 Tuscola, Texas 79562 Houston, Texas 77079 (817)431-4971 (512)778-5688 (325)672-7420 (281)812-2242 FIRM #10019500 1 WWW.JPHLANDSURVEYING.COM Page 2 of 7 Number D202368227, O.P.R.T.C.T.), said right of way being a curve concave southwest (curve to the left) having a radius of 200.00 feet; THENCE In a northwesterly direction, along the arc of the said curve and the curving right of way of Nashville Avenue, an are length of 20.01 feet, passing through a central angle of 05°43'55" (a chord bearing of NORTH 22°27'45" WEST, a chord distance of 20.00 feet) to the end of the curve; THENCE through the interior of the Polytechnic Heights Addition Plat, the Polytechnic Heights Replat, and the vacated potions of Avenue D, Avenue E and Nashville Avenue, the following calls: 1. NORTH 67012'30" EAST, a distance of 15.70 feet; 2. NORTH 89042'30" EAST, a distance of 43.71 feet; 3. NORTH 00017'30" WEST, a distance of 316.13 feet; 4. SOUTH 89042'30" WEST, a distance of 37.24 feet; 5. SOUTH 00027'51" EAST, a distance of 19.79 feet; 6. SOUTH 44031'44" WEST, a distance of 46.71 feet; 7. SOUTH 89031'44" WEST, a distance of 6.74 feet; 8. SOUTH 44031'44" WEST, a distance of 14.14 feet; 9. SOUTH 89031'44" WEST, a distance of 47.52 feet; 10. NORTH 4502 8'16" WEST, a distance of 14.14 feet; 11. SOUTH 89031'44" WEST, being 5-foot south and parallel of the north line of the Polytechnic Heights Replat, a distance of 84.87 feet; 12. SOUTH 54037'44" WEST, a distance of 11.41 feet to the northeast right of way of the said Nashville Avenue; THENCE NORTH 35022' 16" WEST, with the said northeast right of way of Nashville Avenue, a distance of 5.00 feet; THENCE NORTH 54037'44" EAST, with the north line of the Polytechnic Heights Replat, a distance of 12.98 feet to the north line of the Polytechnic Heights Replat; THENCE NORTH 89031'44" EAST, continuing with said north line of the Polytechnic Heights Replat, a distance of 88.52 feet; THENCE through the interior of the Polytechnic Heights Addition Plat, the Polytechnic Heights Replat, and the vacated potion of Avenue D, the following calls: Dallas -Fort Worth Central Texas West Texas Houston 785 Lonesome Dove Tr. 1516 E. Palm Valley Blvd., A4 426 Graham Street 11511 Katy Fwy., 300 Hurst, Texas 76054 Round Rock, Texas 78664 Tuscola, Texas 79562 Houston, Texas 77079 (817)431-4971 (512)778-5688 (325)672-7420 (281)812-2242 FIRM #10019500 1 WWW.JPHLANDSURVEYING.COM Page 3 of 7 1. SOUTH 45028' 16" EAST, a distance of 14.14 feet; 2. NORTH 89031'44" EAST, being 10-foot south and parallel with the north line of the Polytechnic Heights Replat, a distance of 43.38 feet; 3. NORTH 44031'44" EAST, a distance of 14.14 feet; 4. NORTH 89031'44" EAST, a distance of 6.74 feet; 5. NORTH 44031'44" EAST, a distance of 42.56 feet; 6. NORTH 00027'51" WEST, a distance of 17.73 feet; 7. SOUTH 89042'30" WEST, a distance of 3.76 feet to the aforementioned east right of way of Thrall Street; THENCE NORTH 00017'30" WEST, with the east right of way of Thrall Street, passing at a distance of 12.00 feet a 5/8 inch rebar found at the northwest corner of vacated Avenue D, and continuing on the said course, in all, a total distance of 26.00 feet returning to the POINT OF BEGINNING and enclosing 1.950 acres (-±84,942 square feet). May 22, 2023 Project Ns 2020.103.003 — SWFMA Proposal N2 H2903 Dallas -Fort Worth Central Texas West Texas 785 Lonesome Dove Tr. 1516 E. Palm Valley Blvd., A4 426 Graham Street Hurst, Texas 76054 Round Rock, Texas 78664 Tuscola, Texas 79562 (817)431-4971 (512)778-5688 (325)672-7420 FIRM #10019500 1 WWW.JPHLANDSURVEYING.COM Houston 11511 Katy Fwy., 300 Houston, Texas 77079 (281)812-2242 / MONUMENTS / BEARING BASIS EXHIBIT" A " CRS p 1/2" rebar stamped "JPH Land Surveying" set PAGE 4 OF 7 MNS p Mag nail & washer stamped "JPH Land Surveying" set P.R.T.C.T. Monuments are found if not marked MS or CRS. O.P.R.T.C.T. Bearings are based on the Texas Coordinate System of D.R.T.C.T. 1983, North Central Zone POB/POC O Vertex or common point (not a monument) R.O.W. LEGEND OF ABBREVIATIONS Plat Records of Tarrant County, Texas Official Public Records of Tarrant County, Texas. Deed Records of Tarrant County, Texas Point of Beginning/Point of Commencing Right Of Way P.O.C. W ALLEY (VOL. 63,PG. 109, P.R.T.C.T.) CRS CRS `PROPOSED BOUNDARY LINE I � v� c BLOCK 9 POLYTECHNICHEIGH7S 4DDITION I P. a C7 c EnI VOL. 63, PG. 109 P.R.T.C.T. o I 1 1 zry� a voi LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 /LOT 12 P.O.B. N89°42'30"E 251.65' _ L25 / 5/8" REBART • • • �� 7 I / AVENUE D VOL 63, PG. 109, P.R.T.C.T. L24 L6 ABANDONED BY CITY ORDINANCE NO.25791-10-2022 H I L23 1.950 ACRES / L20 IV ±84,942 SQUARE FEET cRs (HATCHED AREA) _ — -- L21 in PROPOSED L11 Q 7- L9 LOT 1R, BLOCK 14R a L10 M POMECAWICHEIGIRSADDITION w CITY OF FORT WORTH CASE FS-22-220 0 o LOT CK 1, BLO14-R POLYTECHNICHEIGHTSfIDDITION 0 a CAB. B, SLIDE 1886 z P.R.T.C.T. NIATCHLI NE \ aNd 1� e Susv 0 (b 60' OWN Scale: P= 60' JPH Job No. 2020.103.003 Texas Wesleyan, Fort Worth, Tarrant Co.,TX - SWFMA.dwg © 2023 JPH Land Surveying, Inc. - All Rights Reserved 785 Lonesome Dove Trail, Hurst, Texas 76054 Telephone (817) 431-4971 www jphlandsurveying.com TBPELS Firm #10019500 DFW I Central Texas I West Texas I Houston EXHIBIT SHOWING 1.950 ACRES BEING A PORTION OF LOTS 7-12, BLOCK 9, LOTS 1-6, BLOCK 15 POLYTECHNIC HEIGHTS ADDITION & A PORTION OF LOT 1, BLOCK 14-R POLYTECHNIC HEIGHTS ADDITION REPLAT & A PORTION OF THE VACATED AVENUE D, AVENUE E, & NASHVILLE AVE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS MONUMENTS / BEARING BASIS PAGE 5 OF 7 CRS p 1/2" rebar stamped "JPH Land Surveying" set MNS p Mag nail & washer stamped UPH Land Surveying" set Monuments are found if not marked MNS or CRS. Bearings are based on the Texas Coordinate System of 1983, North Central Zone O Vertex or common point (not a monument) LEGEND OF ABBREVIATIONS P.R.T.C.T. Plat Records of Tarrant County, Texas O.P.R.T.C.T. Official Public Records of Tarrant County, Texas D.R.T.C.T. Deed Records of Tarrant County, Texas POB/POC Point of Beginning/Point of Commencing R.O.W. Right Of Way L------- / /MATCHLINEA // /-------- PROPOSED LOT 1R, BLOCK 14R LINE NASHVILLEAVENUE_ \ ABANDONED BY CITY ORDINANCE NO. 25791-10-2022 • P0LYTECIIrVICHEIG=,4DDITI0-,V CITY OF FORT WORTH CASE FS-22-220 1.950 ACRES W d 2L84,942 SQUARE FEET (HATCHED AREA) moo LOT 1, BLOCK 14-R W a'� POLYTECHMCHEIGHI ADDITION CAB. B, SLIDE 1886 `O P.R.T.C.T. > AVENUEE VOL. 63, PG. 109, P.R.T.C.T. ABANDONED BY CITY ORDINANCE NO.25791-10-2022 S8 �///// 9°42'31"W 205.66' LOT 5 LOT 4 I LOT 3 I LOT 2 LOT 1 PORTION OF BLOCK 15 LOT 6 POLYTECHNIC HEIGHTS ADDITION VOL. 63, PG. 109 P.R.T.C.T. i I I 0 60' Scale: F= 60' JPH Job No. 2020.103.003 Texas Wesleyan, Fort Worth, Tarrant Co.,TX - SWFMA.dwg © 2023 JPH Land Surveying, Inc. - All Rights Reserved 785 Lonesome Dove Trail, Hurst, Texas 76054 Telephone (817) 431-4971 www.jphlandsurveying.com TBPELS Firm #10019500 DFW I Central Texas I West Texas I Houston EXHIBIT SHOWING 1.950 ACRES BEING A PORTION OF LOTS 7-12, BLOCK 9, LOTS 1-6, BLOCK 15 POLYTECHNIC HEIGHTS ADDITION & A PORTION OF LOT 1, BLOCK 14-R POLYTECHNIC HEIGHTS ADDITION REPLAT & A PORTION OF THE VACATED AVENUE D, AVENUE E, & NASHVILLE AVE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS J / MONUMENTS / BEARING BASIS PAGE 6 OF 7 CRS p 1/2" rebar stamped "JPH Land Surveying" set MNS p Mag nail & washer stamped UPH Land Surveying" set Monuments are found if not marked MNS or CRS. Bearings are based on the Texas Coordinate System of 1983, North Central Zone O Vertex or common point (not a monument) LOT 1, BLOCK 1 WILLIAM JAWS MIDDLE SCHOOL ADDITION CABINET A, SLIDE 8028, P.R.T.C.T. AVENUE D VOL. 63, PG. 109, P.R.T.C.T 60' R.O.W. LEGEND OF ABBREVIATIONS P.R.T.C.T. Plat Records of Tarrant County, Texas O.P.R.T.C.T. Official Public Records of Tarrant County, Texw. D.R.T.C.T. Deed Records of Tarrant County, Texas POB/POC Point of Beginning/Point of Commencing R.O.W. Right Of Way F, H WF P. I �00 W I I aa� o I \O LOT 7 .a I 0 I � I L25 I s/s° REBAR L24 L6 U i L23 .a L16 L18 I L20 IV/ vg / L17 cxs 5/8"REBAR �L1 Lii L19 _ �4 Cfs tiR L13 lj2 _� L21 L9 BOUNDARY LINE L11 I L10 M / C�o z/ L MATCHLINE A _ T/ 1.977 ACRES I/ ±84,942 SQUARE FEET (HATCHED AREA) f EXHIBIT SHOWING 1.950 ACRES BEING A PORTION OF LOTS 7-12, BLOCK 9, (!i) LOTS 1-6 BLOCK 15 0 60' POLYTECHNIC HEIGHTS ADDITION & A PORTION OWN OF Scale: 1— ,_ 60 LOT 1, BLOCK 14-R JPH Job No. POLYTECHNIC HEIGHTS 2020.103.003 Texas Wesleyan, Fort Worth, Tarrant CO.,Tx - ADDITION REPLAT SWFMA.dwg & A PORTION OF THE VACATED © 2023 JPH Land Surveying, Inc. - All Rights Reserved AVENUE D 785 Lonesome Dove Trail, Hurst, Texas 76054 Telephone (817) 431-4971 www jphlandsurveying.com , AVENUE E, & TBPELS Firm #10019500 DFW I Central Texas I West Texas I Houston NASHVILLE AVE CITY OF FORT WORTH, \ ::�/ TARRANT COUNTY, TEXAS / /000 PAGE 7 OF 7 Line Data Table Line # Bearing Distance Ll N00°16'16"W 33.78' L2 S89°42'30"W 39.73' L3 S67° 17'05"W 11.85' L4 N67° 12'30"E 15.70' L5 N89°42'30"E 43.71' L6 S89°42'30"W 37.24' Curve Data Table L7 S00°27'51"E 19.79' Curve # Arc Radius Delta Chord Bearing Chord L8 S44°31'44"W 46.71' C1 20.01 200.00' 005°43'55" N22°27'45"W 20.00' L9 S89°31'44"W 6.74' L10 S44°31'44"W 14.14' Lll S89°31'44"W 47.52' L12 N45°28'16"W 14.14' L13 S89°31'44"W 84.87' L14 S54°37'44"W 11.41' L15 N35°22'16"W 5.00' YA F„I ;may L16 N54037'44"E 12.98' L17 N89°31'44"E 88.52' Jewel Chadd .y$ ° G°•• °• L18 S45°28'16"E 14.14' .•• ; Registered Professional L19 N89°31'44"E 43.38' °•° Land Surveyor No. 5754 a •°�,� ,.�°� 6� jewel@jphls.com ••••• L20 N44°31'44"E 14.14' ��D May 22, 2023 L21 N89°31'44"E 6.74' L22 N44°31'44"E 42.56' L23 N00027'51"W 17.73' L24 S89°42'30"W 3.76' L25 N00°17'30"W 26.00' EXHIBIT SHOWING ti a N d 1.950 ACRES BEING A PORTION OF \ / LOTS 7-12, BLOCK 9, _ 0u� LOTS 1-6, BLOCK 15 POLYTECHNIC HEIGHTS ADDITION �� & A PORTION OF e� s LOT 1, BLOCK 14-R // JPH Job No. POLYTECHNIC HEIGHTS 2020.103.003 Texas Wesleyan, Fort Worth, Tarrant CO.,Tx - ADDITION REPLAT SWFMA.dwg & A PORTION OF THE VACATED 0 2023 JPH Land Surveying, Inc. - All Rights Reserved AVENUE D, 785 Lonesome Dove Trail, Hurst, Texas 76054 Telephone (817) 431-4971 www jphiandsurveying.com AVENUE E, & TBPELS Firm #10019500 NASHVILLE AVE DFW I Central Texas I West Texas I Houston CITY OF FORT WORTH, TARRANT TEXAS COUNTY, EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS OUTFALL'A' 0100 EX = 3.69 CFS 1 A Q100 PROP = 1.42 CFS 0.30 r1.` oT SWFMA I cn I r LIMITS _ oll AVENUEBl � 6 OUTFALL'B 6�0 m I i Q100 EX = 4.05 CFS ` SWFMA I I F� �' 1.99 Q,00 PROP = 4.05 CFS B2 LIMITS 0.32 l _ \k, DETENTION POND B J "A Al r' 0.08 �� _DETENTION POND C Ecn m yi cl OUTFALL'C' \ �yG� 2.30 Qi00 EX = 4.93 CFS Q100 PROP = 4.93 CFS `AVENUE E PROPOSED DRAINAGE AREAS I AJ£4 TcIDb11 DIAvn) Ltwn> to nD*> mtalJ ¢taa Ctc lrbJ 1` A 0.J0 Oat 10 M)s ata B.Do OR 0.B8 Lag SNEEr PLgY N. TOIHWLL I ,� 1 ' Bt f.BB D.EO ID 4D6 aTa B.i4 T9 tO.A te.�A OJ BIIEPVAY IO pm B r I e2 p.±: DBB 1D aae aTa B.al tea 1 1 2 zw BYFABHPCNp BD' I ct zap Dm o aDB aBB..22< eae Les am wareF nW ro Fo I \ SWFMA C2 <00 aTa D)AZ D D8f 183 10 <.pa Aid 1DlAL LIMITS m"n28 9rEETFIDW W. TDIX CUfB)IALEII\ �, \� PROPOSED COMPOSITE CURVE NUMBERS PPFl. AC L44DJBE KAF9.YICW L FUN(iF !1 / Is \ O EFF LEM 0.18 CfE4SPACE 00% a3p A RDI A ptt GiAaERCNL 8a.0:6 D.BB r BI Im.0lS D.w D.eD - e D< Ct 1.B9 IAFHlVpLS top% 080 0.89 I m N { %ili /'�TPWICLEPPAR D p.31 WI.TERCPL 80.0!4 0.89 m \ _ I C2 p.OB [CRI.ERLNL E% 0.89 pe8 I � c D O.BC CCAwERCLLL 9P4 0.e8 0.83 I \, 0.8V , i 'NOTE: NO SAVED OR PROPOSED TREES WILL BE ` . \ y.� �, '�,�\`� LOCATED WITHIN THE SWFMA MAINTAINED AREA. OUTFALL'D' \( Q100 EX = 7.11 CFS > /�. Qioo PROP = 6.99 CFS \ \ I - - SU24"— 5U24,1 KFMTITLE PROPOSED DRAINAGE AREA MAP N ENGINEERING 6 DESIGN EXHIBIT B D so Im 3501 OLYMPUS BLVD, SUITE 100 SCP1E i" = 700' DALLAS, TEXAS 75019 PHONE: (469) 899-0536 PROJECT CLIENT WWW.KFM-LLC.COM TBPE #: F-20821 TXWES ATHLETIC COMPLEX PH1 TEXAS WESLEYAN UNIVERSITY PROJECTNUMBER: SHEET SHE FORT WORTH, TEXAS FORT WORTH, TEXAS 010031002 CAT 2023/03/23 EXH B -1 INSTALL: �± SWFMA LIMITS —�- __-_ " �_ 12"CLEAN OUT w y FL = 633.7' J. w /\ FL 633.03 Z 145 LF 5-24" PERFORATED HDPE @ 0.5056 �— 39 LF 24" \ 52 LF 24"HDPE — —' PER M IT @ 0.50 % HDPE 0.50% co _ — \ INSTALL: � � N' � FL=633.73 N, 12"CLEAN W 1 INSTALL: J N' w 'I, W FLV= 633.9- 1 1I CONNECT SLOT DRAIN Z loll TO UNDERGROUND I �' 12" CLEAN OUT u _ S _ —v —� u J J J FL = 632.90 DETENTION ;YSTEM CONNECT SLOT v m 41 DTO ETENTION ROUND DRAIN IV 12" CONCRETE- '��" f .R' CURB WITH ' , . SLOT DRAIN L I J. �Y• �• �Y �Y �Y Jr' J/ W W W `I I 12" CONCRETE y• u>--- y J. I I� CURB WITH = SLOT DRAIN J v w w 'I, u J w I W _ J, y ILI 41 N' W L= W J - O L p c - J, w J, -v,`a LIMITS A - J. I L`�- w w IL a w w a (/ 'v Na �=111II E J d I I f jl a SECTION Hill v I SWFMA AREA - _J•.--�W--- J. — W - - _—� ,I W FL-634.85 N� ���444 \ .b —�I? t' - \, - I FLU ;'. ...UUU w �+ .� .L. �Y �MATCHLINE EXHIBIT 1", ", \ ., B:.J Fi,L-634.7,. 2 m1 II .L 11111II1111 'I LSWFMA LIMITS 5' fV I I I 111'' I I 6" MIN. AND 12" MAX. BEDDING KFM ENGINEERING b DESIGN 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (469) 899-0536 W W W.KFM-LLC.COM TBPE N: F-20821 UNDERGROUND DETENTION SYSTEM FACILITY CROSS SECTION B-B NTS PERFORATED HDPE TITLE DETENTION POND B PLAN EXHIBIT B PROJECT TXWES ATHLETIC COMPLEX PH FORT WORTH, TEXAS 1 SWFMA LIMITS 2-2 1 -21 /4" SYNTHETIC TURF ZWITH SAND RUBBER 3/8" CLEAN STONE a> #57 CRUSHED LIMESTONE �� (40 % VOID RATIO) PER SECTION 33 05 10 `\IMPERMEABLE GEOTEXTILE FABRIC ...J COMPACTED SUBGRADE \ 12WALL CLEARANCE (TYP.) N 0 20 40 SC�E: V = 40' CLIENT TEXAS WESLEYAN UNIVERSITY PROIECL NUMBER. FORT WORTH, TEXAS 010031002 DAT 2023/03/28 EXH B - 2 PROFILE SCALE I I I � I I m m I I I II I( I HORIZONTAL: 1" = 80' 1 m j n o z _-_�" II- I II VERTICAL: 1" = 8'- -- N Z C0 m z 1 I 645 �mc> +�JZ����M I I NQ�1 I ( I I Q J I I IQH C=N W�- aHHW >WXM-- 9 640 1 1NQ�9oWoMW I I-� 640 ua _� Z I I I I I P' . E (hR0I1Nn iI 635 I — 1 - I I_ I I I I 1� - I I I I I 635 I J J ,�— �_ � .. GRATED T N RD @ 0.50% 630 I I I III I I I I _I I I 630 625 I I ,12" HDPE P PE I 24" HDPE PIPE 625 I I I I I I @ 0.50% � I_ _ @ 0.50% I } C N �;FE-EF UI�A�� I 12" HDPE PIFjE� TON/�S�\�ILL�A�/f� I r 11 I I I I `�� I�cn�i n @ o 1 i N 1 N Ico to_tM0 N 7.16�0 II M 620 620 I I 11 Iw I j Ill --I-A1 LL ' I;; I I l i Iil i= 1I I i ooJ JZ I J- LL 615I I I I r``rI��2z-_ L I-1 I I IlIiII N I I I I I I I I I 615 0+00 1+00 2+00 3+00 STM B SLVFMA LIMBS � OUTFALL STRffffffUCTURE B RIM = 637.70 'I FL IN (W) = 632.72 \ -- --� __---�� -- -� FL OUT (S) = 632.71 r 1 EMERGENCY OVERFLOW F - THROUGH TOP OF GRATE N N N AVENUE DL�o s�i �� vD/-,` tD \ \ 12"\45° BEND N CONNECT TO FLUME \ \ ",,,SWFMA LIMITS W I INSTALL: -_ Q� \�, i• ! - _ 12" PARALLEL HEADWALL FL = 626.72 I 12" 45° BEND, -- — - ----r= VERTICAL BEND 12" 45° BEND 10'x15' WATER EASEM ry�(8j �, I - -- -- \ 170 LF 12- HDPE Q 0.50% c T- r c d9 \ \ ` 112" 45° BEND ! 6 o /1 12" 45° BEND 1 M LIB \� •�� \�. \ \ 112" 45° BEND \ 3' CONCRETE FLUME MA LIMITS 12" 45° BEND - \ G\ TO NASHVILLE AVE 'i c�\ CFS100=1.33 TITLE K rm m STM B OUTFALL PLAN & PROFILE N ENGINEERING 6 DESIGN EXHIBIT B 0 20 w 3501 OLYMPUS BLVD, SUITE 100 SCALE: 1'=1tl DALLAS, TEXAS 75019 PHONE: (469) 899-0536 PROJECT CUENT W W W.KFM-LLC.COM TBPE #: F-20821 TXWES ATHLETIC COMPLEX PH1 TEXAS WESLEYAN UNIVERSITY 01003100E SHEET. FORT WORTH, TEXAS FORT WORTH, TEXAS 2023/03/28 EXH B - 3 3'X3' CAST IRON GRATE FOR EMERGENCY OVERFLOW 637.70' 100YR WSEL = 637.35' 5YR WSEL = 636.54' 1YR WSEL = 635.75' _\7 L 3.0' 24'" HOPE INFLOW PIPE 12" OUTFLOW PIPE W/ RESTRICTOR PLATE FL = 632.72' 0.23' . , OUTFALL STRUCTURE B NTS ISWFMA EMERGENCY OVERFLOW FLOW LIMITS - THROUGH TOP OF G-2ATE FLOW PATH - 1 OUTFALL STRUCTURE B RIM = FL IN (W) W) = = 632.72 FL OUT (S) = 632.71 - 52 LF 24" HDPE C@ 0.50% _a _ oe x� 1`1 \ J / SVMA N 0 10 10 SCALE 1' UNDERGROUND DETENTION CALCULATIONS C 0.90 ELEV I PIPE A REA PIPE V OLUME TRENCH TRENCH A (ac) 1.99 (SF) (CF) AREA (SF) VOLUIVE(CF) to (min) 10 632.72 634.35 1-yr 5-yr 100-yr I 634.85 - - 2.00 2,160 i(in/hr) 4.06 5.74 9.24 635.85 1.57 4,241 2.43 2,624 a 95.84 170.81 322.07 I 636.85 1.57 4,241 2.43 2,624 b 13.425 19.435 24.388 I 637.35 - - - - Qbypass (cfS) 1.14 1.62 2.60 I 637.7 - - - - Qa (cfs) 0.51 0.82 1.45 Td (min) 81.63 100.99 114.91 Vprelim (cu. ft) I 7,442.0 I 12,662.6 23,116.7 1-yr 5-yr 100-yr PI80 1.77 2.94 5.43 I 1-yr 5-yr Prd 1.58 2.71 4.87 WSEL 635.75 636.54 Vmax (Cu. ft) 8,334 13,744 25,799 FLOWLINE I 632.72 632.72 WSEL I 635.75 636.54 637.35 I Hopening (ft) I 0.23 0.23 H (ft) 2.91 3.70 C 0.62 0.62 ELEV. POND DISCHARGE Q. (cfs) I 0.51 0.82 VOLUME (CFS) 632.72 0 0.00 I Hopening (sf I 0.13 0.13 634.35 0 0.78 Q (cfs) 1.07 1.20 634.85 2,160 0.89 Qremaining -0.56 -0.38 635.85 9,025 1.09 636.85 15,889 1.26 637.35 25,804 1.33 637.7 25,804 1.38 KFM ENGINEERING 6 DESIGN 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (469) 899-0536 W W W. KFM-LLC.COM TBPE N: F-20821 TITLE EMERGENCY OVERFLOW STRUCTURE B EXHIBIT B PROJECT CLIENT TXWES ATHLETIC COMPLEX PH1 TEXAS WESLEYAN UNIVERSITY FORT WORTH, TEXAS FORT WORTH, TEXAS PROJECT MBER. 010031002 OATS 2023/03/28 FIELD VOLUME CUMULATIVE (CF) V OLLI E (CF) 2,160 9,025 - 15,889 9,915 25.804 - 25,804 100-yr 637.35 632.72 0.23 4.51 0.62 1.45 0.13 1.33 0.12 6"M EXH B-4 CONCRETE CURB WITHE3 MATC H Ll N E - 2 �-634.72� -j SL SLOT DRAIN w;-.! v w1 12" CONCRETE CU RB VVITH F -41 SLOT DRAIN r Lu , 1p LU (L woLu a. a. Q/ (L ILI w O IV v w IV 0 Lwl wo wL w w w w w w .4, 'v w IV Lu L- SECTIONw C-C w w IV ILI ll, ILI ZR 0 Iq SWFMAw0 LIMITS SWFMA �IMIT CONNECT SLOT DRAIN UNDERGROUND w aTo wa- DETENTION SYSTEM o w IV ILI 11, ILI w w 38 LF24 HDPEl' —41 w= q, w0 4.66% LLJ FL 632.78 w INS w w w w w w Lu ;it cli z co j 12"TCALLELAN OUT F L = 632.92 Ny 170 LF 2 - 24" PERFORATED HDPE @ 0.50% INS TALL: 12" CLEAN OUT FL = 633.86 T94 041W PERFORATED HOPE @0.50% - --------- TZ - - ---- WITH CONCRETE CONNECT SLOT DRAIN SWFMA LIMITS CURBTH XTO UNDERGROUND w DETENTION SYSTEM SLOT 1 OT DRAIN SWFMA LIMITS 12" MIN. TRENCH WALL io CLEARANCE (TYP.) 6" MIN. AND 12" MAX. BEDDING i<r-M ENGINEERING & DESIGN 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (469) 899-0536 WWW.KFM-LLC.COM TBPE #: F-20821 UNDERGROUND DETENTION SYSTEM FACILITY CROSS SECTION C-C Ma 24" PERFORATED HOPE PIPE TITLE DETENTION POND C PLAN EXHIBIT B PROJECT TXWES ATHLETIC COMPLEX PH 1 FORT WORTH, TEXAS on CONNECT SLOT DRAIN TO UNDERGROUND :M DETENTION SYSTEM 1 &.11 I AwiLl SWFMA LIMITS 2 - 2 1/4" SYNTHETIC TURF WITH SAND RUBBER 3/8" CLEAN STONE IMPERMEABLE GEOTEXTILE FABRIC klm-0 #57 CRUSHED LIMESTONE (40% VOID RATIO) - PER SECTION 33 0510 COMPACTED SUBGRADE- N 0 2 * 0 SME,1-4ff CUENT TEXAS WESLEYAN UNIVERSITY PROJECT NUMBER: SHEET: FORT WORTH, TEXAS 010031002 DAT 2023/03/28 EXH B - 5 KFM ENGINEERING 6 DESIGN 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (469) 899-0536 WWW.KFM-LLC.COM TBPE #: F-20821 625 j I 620 615 j Mr.,1""me." W'L)I PROFILE SCALE cn LL—w I } I HORIZONTAL: 1" = 80' VERTICAL: 1" = 8' zW J W— N J J LL¢ I Q I-_ Z—a H F- W W M. II woo cvZcwonix1 640 I I I IPFtaP,I1,S=d I i I 635 /fi�11 FD EPA @4.5Q°�¢ �I 1 I II 630 r> v. —� o W t -- --� _z-0z" LJL. LJL LL N 0+00 STM C '-'112" HDPE PIPE' I 1+00 co 24" 30° BEND o Sid?? ' FL = 630.55 c S�FMA'LIMITS y. \ \� /I EMERGENCY OVERFLOW \ J ���' L THROUGH TOP OF GRATE 6 �10 INSTALL 318" MIN STEEL PLATE,BOLTED _ DOWN & RUST PROOF 4 S 1256 \ �I W L0 1266 CA V 3' CONCRETE FLUME o\ SIMITS II J m TO NASHVILLE AVE CFS 100 = 4.14 \ OUTFALL ---- . -__ STRUCTURE C, 12" HOPE OUTFALL RIM = 637.70 _co _..I TO CONCRETE FLUME FL = 630.45 � FL = 627.16 W TITLE STM C OUTFALL PLAN & PROFILE EXHIBIT B PROJECT CLIENT TXWES ATHLETIC COMPLEX PH1 TEXAS WESLEYAN UNIVERSITY FORT WORTH, TEXAS FORT WORTH, TEXAS 625 620 615 PROJECT NUMBER 010031002 DATE 2023/03/28 o zo a SCALE P =47 SHEET EXHB-6 VXT CAST IRON GRATE FOR EMERGENCY OVERFLOW 637.70' 100YR WSEL = 637.35' 5YR WSEL = 636.31' \7 I v 1YR WSEL = 635.60' 1 I 4 3.0' 24"' HDPE INFLOW PIPE 12" OUTFLOW PIPE �o e W/ RESTRICTOR PLATE FL = 630.45' {�' �0.44' OUTFALL STRUCTURE C NTS C 0.90 A (ac) 2.30 It. (min) 10 1-yr 5-yr i (in/hr) 4.06 5.74 a 95.84 170.81 b 13.425 19.435 Qbypass (Cfs) 0.29 0.40 Qa (Cfs) 1.72 2.58 UNDERGROUND DETENTION CALCULATIONS PIPEAREA FIPEVOLUME TRENCH TRENCH ELEV. (SF) (CF) AREA (SF) VOLUME (CF) 630.45 634.35 100-yr I 9 635.85 1.57 4,979 2.43 3,080 322.0.07 i 636.85 1.57 4,979 2.43 3,080 24.388 637.35 - - - - 0.65 I 637.7 4.28 Td (min) 42.14 53.44 62.65 Vpreiim (CU. ft) 6.309.9 10,600.0 19,378.3 1-yr 1-yr 5-yr 100-yr WSEL 635.60 P180 I 1.77 2.94 5.43 I FLOWLINE 630.45 Pm I 1.31 2.18 3.94 I Hopening (ft) 0.44 Vmax (CU. ft) I 8,549 14,267 26,680 I H (ft) I 4.93 WSEL 635.60 636.31 637.35 C 0.62 DISCHARGE Qa (Cfs) I 1.72 ELEV. VOL (CF) (CFS) CFS 630.45 0 A4 pe ning (0 I 0.33 634.35 0 3.03 Q (cis) � 3.56 Qremaining -1.84 634.85 2,536 3.23 635.85 10,596 3.59 636.85 18,655 3.92 637.35 26,715 4.07 637.7 26,715 4.18 Kr=M ENGINEERING 6 DESIGN 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (469) 899-0536 W W W. KFM-LLC.COM TBPE #: F-20821 TITLE EMERGENCY OVERFLOW STRUCTURE C EXHIBIT B PROJECT CLIENT TXWES ATHLETIC COMPLEX PH1 TEXAS WESLEYAN UNIVERSITY FORT WORTH, TEXAS FORT WORTH, TEXAS 5-yr 636.31 630.45 0.44 5.64 0.62 2.58 0.33 3.80 •1.22 PROJECT NUMBER: 010031002 DATE 2023/03/28 sue, iWFMA IMv EMERGENCY OVERFLOW THROUGH TOP OF GRATE N co I- SWFMA LIMITS OUTFALL STRUCTURE C RIM = 637.70 FL = 630.45 12" HDPE OUTFALL FO CONCRETE FLUME I\ -L = 627.16 0 10 20 SCALE: 1-= 20' FIELDVOLUME CUMULATIVE (CF) VOLUME(CF) 2,536 10,5961 - 18,6551 8,060 26,7151 - 26,715 100-yr 637.35 630.45 0.44 6.68 0.62 4.28 0.33 4.14 i 0.14 SHLu EXH B - 7 -! w- 1LU SWFMA LIMITS _ 640 •.,f' J ' — 1 1 `AVENUE D \ \�� SIGNIFICANTT EE rn � PROTECTION - o CHAIN LINK FENCE, \ 29 N 'NOTE: NO SAVED OR PROPOSED TREES WILL BE LOCATED WITHIN THE SWFMA MAINTAINED AREA. KFM ENGINEERING 8 DESIGN 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (469) 899-0536 W W W.KFM-LLC.COM TBPE #: F-20821 / — 640 - ii SWFMA LIMITS STANDARD TREE PROTECTION li r W .SIGNIFICANT TREE 1 Y Z `• I 'PROTECTION - II I m CHAIN LINK FENCE I I cE _ x50') avl ; ,�'1 ii � l � t �� AVENUE E 1 SWFMA H a\ �`- J TITLE EROSION CONTROL PLAN EXHIBIT B PROJECT TXWES ATHLETIC COMPLEX PHI FORT WORTH, TEXAS =ICANT TREE ' ECTION - I LINK FENCE N o w im scuE r = 1w CLIENT TEXAS WESLEYAN UNIVERSITY PROJECTNUMBER S"_=' FORT WORTH, TEXAS 010031002 DAT 2023/03/28 EXH B - 8 1P NW. �9AVOSAG ` •1 ` PI— PIT uxwG ' � I ) GLOSTIC $_ K A uxwc b$ ( PLAN 9ANOBAG Y MIN. +i 10NL LING �/ �j j\�j SECTION A -A NOTES. iM"AL LLUSTMTES MNIMUM gNENSIONfi PR GIBE NtltH1R®W eRE 06➢BIgHG OV EXPELTEDFREWENL E U&E 2 Mg410UtPR SHALLeE LOGTEaINPNAPFA EABlY ACG£358YE i0fONS1rNCTbN TRPFFC. 3 TO INN PON I-M OT BEL—P RU APEASaBIECT TOINIINGATION RRON STORM YM— RUNOFF. 6 TR I—UREMP,ll13JYA1H IMP[RMFAw cLWER PER TCEOFIEOUIREM@1T8. 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G11 SEgMEM BFtALLBE PREVEp1IEOFRON FNTERWG ANV SfORN ORNN, mCH, ORMMTER[gAESEUSNO APPROJED M£IX00& S MAINTHUNtE-i)£ENIE £9WL SE MAWTANEDWAOONORION YHB]I NILL PREVBIT TRACNIN3 dt ROlSi`q ESEI81@ITCNTO PUBLIC ROAq+NTfi T1116 MAY iEmREPETipOpiE giEb5W0 VAT[AOglpNAL BTmEASCmmIOfM DEMAND, ANO REDAWANfX1RCLEAVOUT EANV MEA CR T U6E0TOTRAP 6H9MEM.ALLSEOINEM OINM,giOPPED.VUSHEDOR TRALEOIXIrO PIi01.10 ROILAIAYNV6TBERE IPROER, T. gWFAC£-HlTiA.CEMUeT BEPRCPf]RLVGRAJENQ-E RPoRATEA gtNNAOE6NMIETO PREVENT RVWFF FROM IFAVWO TIEmtISTRLCOIMl SRE STABILIZED CONSTRUCTION ENTRANCE KFM ENGINEERING F DESIGN 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (469) 899-0536 W W W.KFM-LLC.COM TBPE #: F-20821 / NFENCEPOST® GS NAx SPApNG � 4WiE . �cvn.a MRt N0iE8W 1. m sl[£L Pmi9 M.HIOI SL•PPORt TIE 9!T FBiCE SHALL EE INSTAllED ON A SLGHTMYilET0.VAlm1HEAMIgPATE-0RUNOFF 60LRCE PmT NVBT BE EMBELC® THETOEOPTHE FOOT. E. 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FRJR�7wN[NUS ErrEUD A YMvs, a �: wxs PAS, m[ cue cxNN: a C�Cx SCA E TE M[!Na Rtu r,mx Sx.LL BC 0..CCQ M Y R f rRE V[S" ro eAEMn NE R4[ mW b,Jw4 wi0 DE nLLr. NiMAFIr[E[f.6PLMi13J B.,GS l xtCWD Or"4R�Pr � Mx4�.w� DY(v n[,ruMF4S Mrl4oT Ram fia6s l i � l '�77� I oA°0I ew rL o ::. wH MEMI \ TER T.EwE _ E KC . - rA YARF NiIR fI1RR IN FT PR6111T(NI RRRCn�[ixHiE�wll.. ..�� _ pJ fr [.[Fc CJ TITLE EROSION CONTROL DETAILS EXHIBIT B ORT WORT I CITY OF FORT WORTH, TEXAS 2"X4" WIRE WEIR CURB INLET PROTECTION PROJECT CLIENT TXWES ATHLETIC COMPLEX PH1 TEXAS WESLEYAN UNIVERSITY PROJECT NUMBER: FORT WORTH, TEXAS FORT WORTH, TEXAS 010031002 DATE 2023/03/28 REVISED 04-30-2021 01 57 13-D430 EXH B - 9 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION, MAINTENANCE & INSPECTION 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. The stormwater quality device shall be cleaned and cleared of all sediment shortly after project completion. Generally, a sump -vacuum truck is the most convenient method of removing the captured sediment and floatables from large underground structures. Floatables and oil should be removed in a separate procedure prior to the removal of accumulated sediment from the bottom of the underground storage chambers. The structural and functional integrity of the Facility shall be maintained at all times by following the manufacturer recommendations for maintaining the system. Flushing of the system by hose or other method that may move sediment to the downstream storm sewer system is unacceptable. Periodic silt removal shall occur when standing water conditions occur or the underground storage volume is reduced by more than 10%. This maintenance should be performed as needed based on inspection but is recommended annually. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. 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. 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. 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, silt, litter and debris removal dates. Document any replacement or maintenance of structures. • 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 Rev.3/20/2019 Exhibit "D" Stormwater Underground Detention Maintenance Checklist FREQUENT INSPECTION DATE REPAIRS REQUIRED Remove trash and debris Inspect grates and structures Blocked, Clogged outlet Clean outlet, dispose structure of blockage offsite MINOR INSPECTION Accumulated Silt Remove by hand if Standing Water minor, use vacuum truck if necessary Oil is acumulated inside vault/piping MAJOR INSPECTION Structural damage to pipe, vault, access hatch, ladder Evidence of Tree root Cut and remove roots. intrusion Restore structural integrity of system Damaged Outlet Structure Repair or replace or Inlets any damaged structures in kind. Damaged Pavement, Replace pavement. noticable sinking Contact Engineer to access causes REPAIRS NOTES MADE