Loading...
HomeMy WebLinkAboutContract 61461Date Received: 5/28/2024 Permit No.: SWFMA-24-0026 Time Received: 9:06 a.m. City Secretary No.:61461 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 28th day of May , 2024 , by and between Four Roses Private Select, LLC, an Ohio limited liability company, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the Riverside High School Addition, Tarrant County, Texas according to the deed recorded in Document No. D223213859, 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 Kedplasma Plasmapheresis Center hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on -site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN CITY SECRETARY FT. WORTH, TX more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on -site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owner's association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this 28th day of May CITY OF FORT WORTH DOM EGdYgko# Dana Burghdoff (May'2$, 2024 06:11 CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: May 24, 2024 Approved as to Form and Legality: Matthew Murray Senior Assistant City Attorney City Attorney's Office Date: May 24, 2024 4.09444�� y � jF �oRr�oa°o oATTEST; °to �°"d Pv8 -o=d ��P' f °°, *vd da a nEO454aa Jannette S. Goodall City Secretary Date: May 28, 2024 2024 LANDOWNER Four Roses Private Select, LLC, an Ohio limited liability company By: Four Roses. Private Select Manager, LLC, an Ohio limited liability company Its: r anager &A By: W. Scott Stough Its: Chief Executive Offic Date: 5 22 ! 2 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. -#\ Rebecca Owen (May 24, 202409:23 CDT) Rebecca Owen Planning Manager Date: May 24, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2622 BN 5 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on May 24th, 2024 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth, Y p�KATHLEEN BRADFORD Notary Public, State of Texas Notary Public , * * STATE OF TEXAS Notary I.D. 12197197 9�oF My Comm. Exp. Apr. 12, 2027 ' LANDOWNER STATE OF Lk § COUNTY OF �� § BEFORE ME, the undersigned authority, a Notary Public in and for the State of OR- , on this day personally appeared W. Scott Stough, Chief Executive Officer,, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of Four Roses Private Select, LLC, an Ohio limited liabilitv COMDanv, and in the capacity therein stated. n GIVEN UNDER MY HAND AND SEAL OF OFFICE this ZZ day of , 204-.. N t y Public, Stag `� sT U JILL A FOLZ v q a Notary PubUc } State of Ohio My Comm. Expires r°ti` February 11, 2026 STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/0112022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" DESCRIPTION OF STORMWATER FACILITY MAINTENANCE AGREEMENT 61MA VLALYN\hI ay[ylIIII K-\ 730 BEING 0.1674 acres of land, being out a proposed replat of Lot 1—R, Riverside Highschool Addition, an addition to the city of Fort Worth, Texas, as recorded in Instrument No. D20239344, said area being more particularly called Lot 2—RB in said proposed replat and encompassed by that conveyance recorded in Instrument No. D223213859, and being more particularly described by metes and bounds as follows: COMMENCING from an "x" set in concrete, being the northeast corner of said Lot 1—R, being also the northeast corner of the proposed Lot 2—RB, and being at the intersection of the south line of Grapewood Street (60—foot Public Right —of— way) and the east line of North Riverside Drive (120—foot public Right—of—way); THENCE S 09°24'57"E over and across said Lot 1—R and proposed Lot 2—RB for a distance of 240.18 feet to a point for corner, and being the POINT OF BEGINNING of the herein described tract; THENCE continuing over and across said Lot 1—R and proposed Lot 2—RB the following courses and distances: N 90°00'00"E for a distance of 156.17 feet to a point for corner; S 00°00'00"W for a distance of 46.68 feet to a point for corner; N 90°00'00"W for a distance of 156.17 feet to a point for corner; N 00°00'00"E for a distance of 46.68 feet to the POINT OF BEGINNING and containing t0.1674 acres (7,290.4 square feet) of land more or less. OUTFLOW AREA: BEING 0.0327 acres of land, being out of Lot 1—R, Riverside Highschool Addition, an addition to the city of Fort Worth, Texas, as recorded in Instrument No. D20239344, and being more particularly described as follows: BEGINNING from the a point in the south line of the STORMWATER FACILITY AREA from which the southeast corner of the STORMWATER FACILITY AREA bears N 90°00'00"E at a distance of 1.47 feet; THENCE over and across said Lot 1—R for the following courses and distances: S 00°00'00"W for a distance of 51.97 feet S 81°33'03"E for a distance of 81.72 feet S 08°26'57"W for a distance of 10.00 feet N 81°33'03"W for a distance of 90.35 feet N 00°00'00"E for a distance of 60.60 feet N 90°00'00"E for a distance of 10.00 feet to the POINT OF BEGINNING and containing 0.0327 acres (1,423.2 square feet) of land more or less. AlP.G' Q� DAVID M HENDERSON Davi Henderson Registered Professional Land Surveyor No. 4489 U R In the State of Texas C7 Prepared By: BUM Benchmark Group of Texas, Inc. 899 Presidential Drive, Suite 110, Richardson, Texas 75081 \\LAND SURVEYORS Phone (972) Fax (972) 680-3052 \\ Licenseicense No No. 10120700 Drawn By: BD Checked By: AH Scale: 1" = 60' Date: 03/06/24 BGT Project NO.: 2413507 0' 60' 120' SCALE 1" = 60' SHEET 1 OF 2 C:UserslcommhlBenchmark Group of Texas, lnclCommercial - DocumentslArchive Only 2412024dwg1241350712413507.gxd -- 0311212024 -- 08:37 AM -- Scale 1 : 720.00 EXHIBIT "A" EXHIBIT OF STORMWATER FACILITY MAINTENANCE AGREEMENT SET ' X" POINT OF / COMMENCING y LINE BEARING DISTANCE L1 N 90°00'00"E 10.00' L2 S 00°00'00"W 51.97' L3 S 81°33'03"E 81.72' L4 S 08°26'57"W 10.00' L5 N 81°33'03"W 90.35' L6 N 00°00'00"E 60.60' M N M wQ E LI W O tr0 W I in 1,0 N j� O �U Z m �� O Z CD N LEGEND Deed Records, D.R.T.C.T. Tarrant County, Texas C.M. Controlling Monument ® Found Iron Rod (FIR) C Set Iron Rod (SIR) o Point for Corner (PFC) ' P.K. Nail Found (FPK) © "X" Found In Concrete "X" Set In Concrete 0 To Be Set 5/8" Iron Rod W/ Cap Stamped BGT" (TBS) S.F.A. Stormwater Facility Area O.A. Outflow Area GRAPEWOOD STREET 10' SANITARY SEWER EASEMENT (60 PUBLIC RIGHT—OF—WAY) PER THIS PLAT -- S 89035'30"E 268.39' TBS FIR 1/2" __ -- ----10.00' 207.69' 0.70 , 20 x 20' PUBLIC OPEN SPACE EASEMENT VOL. 388-153, PG. 59 I d CAB. B, PG. 2355 v N FOUR ROSES PRIVATE SELECT, LLC I \ 0 400 N RIVERSIDE LLC I TARRANT COUNTY CAD #40012506 N A INST. N0. D223213859 I r� D.R.T.C.T. 400 N RIVERSIDE LLC �^ •',N TARRANT COUNTY CAD #40012506 ISNTR. PROPOSED #222153166 i o LOT 2—RB D.R.T.C.T. M t1.4813 ACRES '1� ±64,523.3 SQUARE FEET i� PROPOSED 00 ;V I LOT 1—RA O I t2.3733 ACRES ±103,380.8 SQUARE FEET N DO POINT OF ', LOT 1—R BEGINNING S.F.A. _ N 90°00'00"E 156.17' _ 3 I � O BLOCK 1—R o S.F.A. o�„ t7,290.4 s ft I � o� o � "I O Ld PLO t0.1674 A3ES °p O uj L m POINT OF N I BEGINNING I o.A. a I- > z W d n z N 90°00'00"W 156.17' w N - C5 N 89°36'06"W N 73a48'39"W L1 � W 0o I res 149.96' 59.99' N I CD Z z CD 23.80' VARIABLE ACCESS & TBS N a o z " m > UTILITY EASEMENT FND ' X" INST. NO. D22321861 o > » N L3 FIRC 1/2"� VARIABLE WIDTI 89 36 06 W "PRECISE LEANING" OUTFLOW AREA- LS 7 _J AND UTIL 171.42' t1,423.2 sq ft VOL. 38£ t0.0327 AC -CAB. E DFW OIL INC T [3)' TARRANT COUNTY CAD #07126840 PRIVATE DRAINAGE AND a INST. NO. D207339633 UTILITY EASEMENT D.R.T.C.T. VOL 388-153 PG 59 CAB. B, PG. 2355 David enderson Registered Professional Land Surveyor No. 4489 In the State of Texas C� DAVID M. HENDERSON Prepared By: Drawn By: BD Checked By: AH Scale: 1" = 60' Date: 03/06/24 Benchmark Group BGT Project NO.: 2413507 of Texas, Inc. o' 60' 120' 131Ajus 899 Presidential Drive, Suite 110, Richardson, Texas 75081 Phone (972) 680-3037 Fax (972) 680-3052 LAND SURVEYORS / \ License No. 10120700 SCALE 1" = 60' SHEET 2 OF 2 C:UserslcommhlBenchrrark Group of Texas, lnclCommercial - DocumentslArchive Only 2412024dwg1241350712413507.gxd -- 0410512024 -- 09:05 AM -- Sca/e 1 : 720.00 EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN KEDPLASMA APPENDIX B PB"IT:T, 4PETERS A N O ASSOCIATES N C consulting engineers I GRAPEWOOD STREET' h >) I ry 0 L W �cc I. O Z / — / l� / I I A VIA DA TO AP 1 BYPASS POND TOTAL AREA = 0.08 AC PERVIOUS = 0.08 AC IMPERVIOUS = 0.00 AC — —C C = 0.30 o L� O \ U C DA TO AP 1 THRU POND 1 TOTAL AREA = 1.49 AC PERVIOUS = 0.29 AC C, IMPERVIOUS = 1.20 AC C = 0.78 U\ 0 DENOTES IMPERVIOUS _ 1 4 SURFACE 6 Mdg_ o r�. O 01 .1 STORY 1 STUCCO_& BRICKno — q-5281,1 SD, FT._ HEIGHT: _±48.9'_ FT. FF=560.55' - 3.4'A.�2' 56.1_' j 55a 30' DRAINAGE AND ass UTILITY EASEMENT VOL. 388-153, PG. 59 13 1 CAB. B, PG. 2355 KEDPLASMA FORT WORTH, TX BRITT PETERS AND ASSOCIATES, INC. 101 Falls Park Drive, Suite 601 Phone: (864) 271-8869 Greenville • Charleston Greenville, SC 29601 Fax: (864) 233-5140 Norfolk • Charlotte C,pyngnt® Bnn, Pees B AssoasI— mc. WEB: www.brittpeters.com www.brittoeters.com SWFMA NO SAVED OR PROPOSED TREES ARE WITHIN THE — r SWFMA BOUNDARY LIMITS h CPN: 104997 EXHIBIT B-1 MAPSCO: 063V COUNCIL DISTRICT: 11 Scale 1:50 Drawn TAH Checked JAC Date 05/07/24 Job No. 230004 Page 1 of 7 GRAPEWOOD STREET STAGE /STORAGE /DISCHARGE TABLE I y1, — tea— a n. 6Nt STAGE ELEVATION VOLUME DISCHARGE - (FT) (FT) (CF) CFS) 1 T I �° �� - �Vlb— ,ol �, I 1.00 553.10 2770.56 0.00 ,e B I 2.00 554.10 7226.31 0.27 / s� 3.00 555.10 11357.68 0.51 �����\ I 4.00 556.10 14863.99 0.66 LU 5.00 557.10 17182.73 0.79 > \(•_`I I 5.50 557.60 18265.33 4.17 I o _ — h o HOLEry mI I/1II �I ONG a�Rw E N,zoG w W / N I e e _ e eeeee G I,�I -y /�/ �'} / WEIR WALL ELEVATION O�� CROSS SECTION. o z fl REFER TO EXHIBIT B-3 _ fF- IT INSPECTION f i PORTS SWFMA E�,TON.E—A LIMITSH INLET PIPE IG INLET PIPE _ 6 G INV EL 3u, FROM ELEVATION INV EL 3521— SIDEELEVATION INV EL 1TLET'1I1E I I I PcrJT OF,. [K� I I r Ig ICI=I� - OUTLET CONTROL STRUCTURE .�90� r� i 1-/ 1 STORI le ti Lo STUCCO & E t5281:1 SD -IEIGHT: -t48. FF�560:5 3.4' 56.1.' 0N�3P OUTLET CONTROL STRUCTURE. REFER TO DETAIL — VV OUTFALL 1 NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS KE D P LAS MA SWFMA CPN: 104997 EXHIBIT B-2 FORT WORTH, TX MAPSCO: 063V COUNCIL DISTRICT: 11 7 B R I TT PETERS Scale 1:50 Date 05/07/24 AND ASSOCIATES, INC. Drawn TAH Job No. 230004 101 Falls Park Drive, Suite 601 Phone: (864) 271-8869 Greenville • Charleston Greenville, SC 29601 Fax: (864) 233-5140 Norfolk • Charlotte C,pynghI® BnII, Peters B AseoclsI— In,. WEB: www.brittpeters.com www.. .... eters.com Checked JAC Page 2 of 7 TYPICAL CROSS SECTION - 100 - YR WSEL : 556.60' (60") ADS GEOSYNTHETICS801TNON-WOVEN GEOTEXTILEALL TOP OF STONE AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS EL: 557.6 1 PERIMETERSTONE 18" (45) (2.4m \ ' •(t ws*rvu* i�EAro Exic�ie voccw. I yyy \ \ gnl�mmts.. mm) ) (SEE NOTE 4) \ D■ MINMAX V r 17 (300 mm) MIN B f + 1 EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) �� 45" —THIS CROSS SECTION DETAIL REPRESENTS43 (11mm) MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. V A 1 1 DEPTH OF STONE TO BE DETERMINED W(150 mm)MIN - - ��� • .+ // BY SITE DESIGN ENGINEER 9"(23) mm)MIN e" ENNDD CAP SUBGRADE SOILS (150 mm) MIN � '�— T1" (1958 12" (300 mm) MIN (SEE NOTE 3) BOTTOM OF STONE EL: 552.1 NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS KEDPLASMA SWFMA CPN: 104997 EXHIBIT B-3 FORT WORTH , TX MAPSCO: 063V COUNCIL DISTRICT: 11 BRITT PETERS Scale 1.50 Date 05/07/24 AND ASSOCIATES, INC. Drawn TAH Job No. 230004 101 Falls Park Drive, Suite 601 Phone: (864) 271-8869 Greenville • Charleston Greenville, SC 29601 Fax: (864) 233-5140 Norfolk • Charlotte GaFYn9M®Bnn,PetesaAsso—te In,. WEB: www.brittpeters.com wwwbri8peters.com Checked JAC Page 3 of 7 IIIIp IIIIT7I I III y� 71" —le NIF 2 DFW OIL INC BLOCK I OT iS2 W SPIN 2560.400 s�'•5 F'r� /' _.I � I i 30' DRAINAGE AND 2 m 0 F I -1 STORY C� 4 i l-STJJC_C0.8 B-RICI, ±5281,1 STD_ FT. kiEIGNT: _±18.9'_ FT, 77 _ _FF�560.55' - EQ i 0 3 0 3�� 4' _.' CANQPY i 110] __TI -0� 4� - - EL 585 , ,, 1 ,, , PRIVATE STORMWATER r YKIVHIr 1�-�I111I�,Iy; LY@B IILFT BOi � — O- OUTLET :ONTROL 1 — �srSinP PUBLIC EX ENT OF PRIVATE UN-ERGROUNO ' —EXIS ING SURFACE STORM:iRUCTURE Oi t'Nt.19FUYU M — PNATESTORMWATER - -N 2 EL 580 — — — — — — — — — EL. 555 I __r � I XISTING 30' PIPE L--------------- HOPE (�05%SLOPE P2 _ — /--� 15"0 HDPE@OS%SLOPEa— — — EEKNG GROUT tREF 15' ADS MANIFOLDS REQUIREDJR TO NOTE. EL. 55D o+o0 o.so HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS KEDPLASMA SWFMA CPN: 104997 EXHIBIT B-4 FORT WORTH, TX MAPSCO: 063V COUNCIL DISTRICT: 11 7BRITT PETERS Scale 1.50 Date 05/07/24 AND ASSOCIATES, INC. Drawn TAH Job No. 230004 101 Falls Park Drive, Suite 601 Phone: (864) 271-8869 Greenville • Charleston Greenville, SC 29601 Fax: (864) 233-5140 Norfolk • Charlotte C,pyngh1®Bnn,Pele,&AesoclsI—In,. WEB: www.brittpeters.com �y�pw rittnPtPremm Checked JAC Page 4 of 7 �1 'QLdTllI!' TIONY � /NID� ME .. ��•...,...,�.��.,� _��,.oaw����,.�_.mo.,o•®.,�.....��r�,...�,m,,.,�.�„�.�.,. � a �: A" E e KEDPLASMA - PLASMAPHERESIS CENTER FORT WORTH - TX MC-3500 STORMTECH CHAMBER SPECIFICATIONS ,•�R �'�..�.w.no.m+��p.n`.�., wu� w.,mrpiwma,,. wnw•,® e. wmmwrewa a.�,.�v�wemneiwu-. ' �sse rmn, ,•�•�••, •••• .aimawuai naam,mw�erencnz� � III uwxerwmu �.mium.u, __ S E� mE . ........�,. n�,..,,�...,,.ME-- al Y>a ILA --� 2 oP 6 ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY LIMITSsgwYE^wMEeM� II ' e..r�..� ...,�W..�..�..�.........,,.n.•.man.a..�........,.�.,.E.W�......,a�,..�,�.<,a.,.,,..,.a,.,�.��,�..�„r,,.a...... II II;..�,...,.m.�...,,�o....wo..o....a.P�.®....,...,,•..,,.,o.,�....���,...,...�.,�...,.,,ay.,,�.,P..�.,�.,w.,,,,oaa..�„ !1 L .3QA 39 NOTES:.....,.s...,a,a.a.....,�s.im.�..o...,.a...,,.�,e.....�,� 9! CCC i 3 of 3 ..o..a,.,s.... ,.,4.........„..,ri......,m,....,., , m.,:,.....as,�.�..... m.a.�,.�... o...�.. 4 of 6 {{g gg¢ I I ..MM.° .� e.eTu� ! ...a.,w ................. M...,m....,,..,.� ,,....... �,.._.,,.,_.,,. 11 I�% .•�a...im,a,.,a.�,®.,,..,,>m. r.,m..�,m,..,,., .,m,.a� �,.. w.xi � S l4 .,.K.,.�. ...,.o,.ao ..,.,..,...m�.,a...,.. 57 'I .,,......,�, .....,�. - .�®.N ,....•_ ...« it YE_ .,, .seal KEDPLASMA SWFMA CPN: 104997 EXHIBIT B-5 FORT WORTH, TX IMAPSCO: 063V COUNCIL DISTRICT: 11 BRITT PETERS Scale 1.50 Date 05/07/24 AND ASSOCIATES, INC. Drawn TAH Job No. 230004 101 Falls Park Drive, Suite 601 Phone: (864) 271-8869 Greenville • Charleston Greenville, SC 29601 Fax: (864) 233-5140 Norfolk • Charlotte c°PYR9h9©BRn,Pelere6A--tee1— WEB: www.brittpeters.com www-brittpeters-cam Checked JAC Page 5 of 7 / 7' / 8" THK 3000 PSI 2' 0 CONC. WEIR MANHOLE 18' WALL W1#4 RING & PIPE REBAR 12" O.C. OCYC'l /� EW STEPS 6" (STAGGERED) w n N CL — ` a 2 / � N PLAN VIEW PIPE MANHOLE RIM - EL: 559.3 I/ — LL 1 n_� �a BOTTOM - EL: 552.1 FRONT ELEVATION SIDE ELEVATION OUTLET CONTROL STRUCTURE NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS KEDPLASMA FORT WORTH, TX 0:� BRITT PETERS AND ASSOCIATES, INC. 101 Falls Park Drive, Suite 601 Phone: (864) 271-8869 Greenville • Charleston Greenville, SC 29601 Fax: (864) 233-5140 Norfolk • Charlotte COPY"9ht© Bnn,Pe1—&Assn—te 1 c. WEB: www.brittpeters.com yvww brittneters_ram SWFMA WEIR WALL - EL: 557.2 O TO ORIFICE - EL: 553.8 3.5" 0 ORIFICE - EL: 552.1 WEIR WALL ELEVATION �I O �n a 15" OUTLET PIPE INV EL: 552.1 CPN: 104997 E X H I B I T B 6 MAPSCO: 063V COUNCIL DISTRICT: 11 Scale 1.50 Drawn TAH Checked JAC Date 05/07/24 Job No. 230004 Page 6 of 7 9� GR09—W OD STREET JJJ i (6V RM) T-Uz>/ Ilf{V,Yr]F, I'z� �O Z Cbb./6 nrn\ T ticA. I.GIMI x L XT v 15' 'N 12.2' Arv0 uT, FTV HT U ri \ o OpO / o- �J�FP �P�6" MIN 2"-3" COARSE J AGGREGATE GEOTEXTILE UNDERLINER NOTE THE LOCATION OF THE CONSTRUCTION EXIT, AS SHOWN ON C2.0, IS FOR SCHEMATIC PURPOSES ONLY A CONSTRUCTION ENTRANCE SHALL BE PLACED AT ALL LOCATIONS WHERE CONSTRUCTION VEHICLES EXIT THE PROPERTY CONSTRUCTION EXIT NTs NO SAVED OR PR Po OD TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS - \ � DOUBLE ROW SILT FENCE DETAIL'S Q SILT FENCE INSTALLATION rI ss— ®e— �-= s z- sh l► t «:.a FIAT$OTTOM TRENCH DETAIL V-SHAPED TRENCH DETAIL 63.6- POINT OF / - - IBEGINNING Sgy Neo oa•oaE 15617 ��-------------------- _1 STORI j r oS52J Cl?-& E mk BFA I sIm b - ±5281:1 S-Q �aR NEGN IT: ±38. eIo I I Ie FF-560:5 I 3.4' 1 m - W Jf2 56.1_' 104 DENOTES CONSTRUCTION ENTRANCE LIMITS OF DISTURBANCE PROPOSED STORM PIPE EXISTING CONTOUR — LD NF DFWOILINI V, 11L,00-/ TEMPORARY INLET U PROTECTION SILT FENCE — SF SEDIMENT TUBE — ST PROPOSED STORM INLET PROPOSED — CONTOUR SILT FENCE DETAIL NIS rv�w,eBATE eIF_e�oE \ INNas FABRIC INLET PROTECTION (TEMPORARY) 2•'X2"X36' WOODEN STAKES PLACED 10. O.C. AREA TO BE PROTECTED 2"X2"X36- WOODEN STAKES PLACED 10' O.0 ER FLOW WORK AREA AREA TO BE PROTECTED WORK AREA ■ PLAN SECTION NOTES 1 INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS PRIORTO EXPOSING Su6GRADE. 2 ROUTINE INSPECTIONS SHALL BE MADE WITHIN 24 HIRE OF A RUNOFF EVENT. 3. THE CONTRACTOR SHALL REMOVE SEDIMENT ONCE IT HAS REACHED ill THE EFFECTIVE HEIGHT 4. THE SEDIMENT TUBE SHALL BE REPAIRED OR REPLACED IF IT IS DAMAGED. 5 SEDIMENTTUBESSHALL BEITFILTREXXFILTERSOXXORANAPPROVEDALTERNATE. SEDIMENT TUBE Nrs KEDPLASMA SWFMA CPN: 104997 EXHIBIT B-7 FORT WORTH, TX IMAPSCO: 063V COUNCIL DISTRICT: 11 0:� BRITT PETERS AND ASSOCIATES, INC. 101 Falls Park Drive, Suite 601 Phone: (864) 271-8869 Greenville • Charleston Greenville, SC 29601 Fax: (864) 233-5140 Norfolk • Charlotte C,pyn9ht® Bnn, Pete, B AseoasI— In,. WEB: www.brittpeters.com www.brittpeters.com Scale 1.50 Date 05/07/24 Drawn TAH Job No. 230004 Checked JAC I Page 7 of 7 Exhibit C — Operations and Maintenance Plan 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. 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 inlet locations until final acceptance. Routine Maintenance: 1. Inspect every six (6) months during the first year. Adjust the inspection interval based on previous observations of sediment accumulation and high-water elevations. See attached diagram for directions regarding inspections and locations of access points. 2. A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, and silt, litter and debris removal dates. 3. Annually: conduct jetting and vactoring annually or when inspection shows that maintenance is necessary. COVER PIPE CONNECTIOw TO END - INSTALL FLAAIPON 21 I5B0 R") ACCE99 PIPE - OPTIONAL INSPECTION PORT UPAIT14 ADS GEOSYNTRETICS Mll PART. WFLAMP NON�AYOYEN 4EOTE%TILE -� MC-35DO CHAMBER MC5I00 ENO CAP j r . __'llf�I//_CIfCU_!!I!'-•"�ila�Irllrl7rrr,:.:�-_IlIf11LCC Yi»>irrrrr=.'.:i____'I. IJ�rrl sra1:AFTEGNIucI�rRECGFJMENos ;' Y 'r � ! , f' FLEX$TORM WBE17TE IN AN4 UPSTREAM " .I STRUCTTIRES"TH OPEN GRATES ELEVATED&&-ASSMAPAFOID lk� Li ;'lllll{.�',I I',u I,LII �II�y{ s I+ f SUMP DEPTH TBD BY CA7CH BASIN 54ff ❑EWr ENOINE=Rp6CJ OQ MANHFJL.F. i2+• [pOG,RnI MIN R€� FA�II- ' 24' {60--m HOPE ACCESS PIPE REQUq'ED CLAYER OFADSPLUW SiT5 WOVEN GEOTE4TILE BETEEN U5E FACTORY PARTL4L CUT ENO CAP PARE.OMFOUNDATIUN STDNEAND UMAMEERS MC2EOCW-PP2AEC DR FACMIXIEPP248 W B.25- L2 61 my MIN 'AAIDE C5NTINL40ll7$ FABRIC MTHOUT SEAMS MC-3500 ISOLATOR ROW PLUS DETAIL Y TI= INSPECTION &. MAINTENANCE STEP tl INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A. INSPECTICN PORTS(FF PF¢9DNF) All REM OVEIOPEN LID ON NYLOPLASTINLINE ❑RAIN A, REMOVE AND CLEAN PLEXSTORM FNTER IF*WALLED A.S. USWGA FLASHOGiT ANO STADIA ROD. MEASURE DEPTH CW SEDIMENT AND RECORD ON MAINTENANCE LOG Ai. LOYIERA CAMERA WTO ISOLATOR ROW PLUS FDRVISUOIL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) A 6 IF SEDIMENT IS Ai, OR AHOCE, R' {601ImR PROCEED TO STEP 2 IF NOT. PROCEED TO STEP 2 S_ All ISOLATORPLUSRGWSr Rt RCMDVF COVER FRI1km klFWIURI,AI UP*l kL:W FNLI(A-$INA FOR PU7W I'LIJ$ 8.2. USINGA FLASHUGNT, INSPFJCTDOWNTHE ISOLATOR ROW PLUS THROUGH 0LrTLETPd3E 17 MIFNROR5 VR aULEH UR GAMERA51AAr BE UHE{F TT)AVVIU aCONFINEP St'AOE Et{TITv M FOLLOWOSHA REGkJLA-IONS FOR CONFINED SPNCPEKTRYJF ENTERING MANHOLE B.S. IF SEDIIAENr &BAT, uR AHLT4E S' {BO m I PROCEEPTO STEP 2 IF NOT, lF-DCEEOTO STEP 3. STEP 7J GLEAN OUT ISOLATOR ROW PLUS USING THE JcTYA.0 PROCESS- A AFIXED CULVERT CLEANING NOZZLE WTH REAR FACING SP 1FAD OF 46' (1.1 my OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKfLUSH WATER IS CLEAN C. YALDUWSTRuCTUpESLtMPASREIQUIRED STEP 3) REPLACE ALLcOWERS GRATES. FILTERS AND LIDS; RECORD OBSERVATIONS ANO AGtION5 STEPA) INSPrCT ANDtiLEANBA5--AND MANHOLES UPSTREAM Of THE LTORMTECHI SYSTEM. NoTm 1. INSPECT EVERY S MONTHS DURING TFIE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL 9\SED ON PREV47L4S 055ERVATICHS OF SEORMETlT ACCUMULATION AND HIGH WATER ELEVATIONS 2 GONOUOT JETTING AND VACPOADJGANFNALLY 9RVHE%ltWECWN SHUVMTIiATMAINMWMCEISHECESSARY. 12• {soo-mAny Mw wlorn CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPL'CATJDNS CONCRETE COLLAR ' A' NYLOPLASTIJSPECTJON PCR'T PAVEMENT EODT (PAHTN 2T9Mlal1PKrn OR TRAFFIC RATED BOX WrS0LtJ3 LOCKINGOOVER CONCRETE$LA3 { _ — .•.. - d'i1O6 miry d' {1 W —„ LAIN THICKNESS - LIOR 3a PIRA a' 116D -0 INSERTA TEE - TD 9E CFhTER€D ON STORMTECH CHANffJR L f:., .I' .... r IF _ j '. . 'I irk CORRUGATFOR VALLEY II � li I,II, II -''i,Ill I, I III 1�411 II,IIIIII I I' I III I II411 i�� it I II IIII III ill II 'LIII" IAA '�II�I MOTE. MPECTICN FORTS MAY BE CONNECTED THROUGH ANY CW'MEIER CORRUGATION VALLEY 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMSER} ,IS 6SHEET OF 6 Exhibit D — Maintenance Checklist Repairs Frequent inspection Date Needed Repairs Made Remove trash and debris from inlets Ensure inspection port and all covers are set in place. Six Month Inspection Inspect Isolator Row Plus for Sediment Clean the Isolator Row Plus using the Jetvac process Replace all covers, grates, filters, and lids Record observations Inspect and clean basins and manholes upstream of the Stormtech sytem Notes Exhibit D — Maintenance Checklist Repairs Frequent inspection Date Needed Repairs Made Remove trash and debris from inlets Ensure inspection port and all covers are set in place. Six Month Inspection Inspect Isolator Row Plus for Sediment Clean the Isolator Row Plus using the Jetvac process Replace all covers, grates, filters, and lids Record observations Inspect and clean basins and manholes upstream of the Stormtech sytem Notes