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HomeMy WebLinkAbout064883 - Construction-Related - Contract - Lakeworth City Realty LLCDate Received: 3/17/2026 Time Received: 1: 3 7 p.m._ Permit No.: MAINT25-007 City Secretary No.: SANITARY SEWER MAINTENANCE AGREEMENT This SANITARY SEWER MAINTENANCE AGREEMENT ("Agreement"), is made and entered into by and between Lakeworth City Realiy LLC ("Landowner"), a Texas limited liability company, and the City of Fort Worth ("City"), a home -rule municipal corporation of the state of Texas. WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as an approximately 4.0518 acre tract located at 6251 Shady Oaks Manor Drive, Fort Worth, Tarrant County, Texas 76135, as more particularly described in Exhibit "A" which is attached hereto and incorporated herein by reference (the "Property"); WHEREAS, the Landowner intends to develop the Property as depicted on the site plan attached hereto as Exhibit `B" and incorporated herein by reference (the "Site Plan") and as part of such development, the Landowner shall provide for the management of a private sanitary sewer lift station (the "Facility") located on the Property; and WHEREAS, the City requires that the Facility, as shown on the Site Plan, be constructed and maintained by the Landowner, its successors and assigns, the location and dimensions of which shown on the Site Plan (the "Facility Property") 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: OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Sanitary Sewer Maintenance Agreement Standard Page 1 of 9 1. The Landowner, its successors and assigns, shall adequately construct and maintain the Facility at no expense to the City of Fort Worth, in accordance with the current standards then in force and effect in the City of Fort Worth. Landowner shall ensure that the Facility is constructed in accordance with all requirements of the Texas Commission on Environmental Quality, including, Title 30 Texas Administrative Code Chapter 217. The Facility shall include all pipes, pumps, wiring, structures, and improvements related to the operation of a sanitary sewer lift station. Adequate maintenance shall mean good working condition so that the Facility is performing its intended functions. 2. Landowner shall provide the City with as -built drawings of the lift station. Landowner shall provide a shut-off valve on the private force main at the property line. Landowner shall install odor control facilities on the Facility. Landowner and its successor and assigns shall install and maintain signage on the intruder -resistant fence installed around the lift station Facility that contains the contact information, including telephone number, for the party responsible for responding to emergencies. Landowner and its successors and assigns shall provide the City with and notify the City of all changes to the name and contact number for who the City should contact regarding the operation, maintenance, and emergencies regarding the Facility. 3. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City on an annual basis. The purpose of the inspection is to ensure safe and proper functioning of the Facility. 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, if any. 4. The Landowner, its successors and assigns, hereby grants permission to the City, its authorized agents and employees, to enter upon the Property and the Facility Property and to inspect the Facility whenever the City deems necessary Sanitary Sewer Maintenance Agreement Standard Page 2 of 9 and in any event upon 24 hours' prior written notice to the Landowner. 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 repairs if necessary, whether mutually agreed upon by the City and the Landowner or not. 5. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition reasonably acceptable to the City and such failure continues for a period of thirty (30) days after receipt of written notice from the City, the City's authorized agents and employees may enter upon the Facility Property and take reasonable steps 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 an obligation of Landowner and its successors and assigns. 6. 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, or materials, the Landowner and 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 and the City shall provide reasonable supporting documentation of such costs with such invoice. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred within such thirty (30) day period, the City may file a lien upon the Property in the amount of the cost of such work. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property Sanitary Sewer Maintenance Agreement Standard Page 3 of 9 to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 7. This Agreement imposes no liability of any kind whatsoever on the City, unless caused by the City's negligence or willful misconduct. THE THEN - CURRENT LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ITS SUCCESSORS AND ASSIGNS COVENANT AND AGREE AND DO 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 THE THEN -LANDOWNER OF THE FACILITY PROPERTY TO ADEQUATELY MAINTAIN THE FACILITY IN ACCORDANCE WITH THE TERMS OF THIS AGREEMENT 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. [SIGNATURE PAGE TO FOLLOW] Sanitary Sewer Maintenance Agreement Standard Page 4 of 9 LANDOWNER Lakeworth City Realty LLC a Texas limited liability company by: X V� Harish Ponnapureddy Manager Date: w / ? 2 1 2 i" 2-6- STATE OF TEXAS COUNTY OF CB L I -I iJ 0 BEFORE ME, the undersigned authority, a Notary Public in and for the State of TEXAS, on this day personally appeared Harish Ponnapureddy, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Harish Ponnapureddy/Lakeworth City Realty LLC, the manager member of Manor Estates LLC, and that he/she executed the same as the act of said entities for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 2 2 h � day of -J-A r,) , 2026. V All, Notary Public, State of VENKATA RAMESH R. CHILUMURU SPRY PGB': Notary Public, State of Texas q+P Comm. Expires 07-11-2027 Notary ID 134447696 Maintenance Agreement — City of Fort Worth Page 6 of 9 Revised 12/28/2018 JLE Executed this 26th day of February 2026. CITY OF FORT WORTH Jesica McEachern Assistant City Manager Date: 02/26/2026 Recommended By: Approved as to Form and Legality: Jessika Williams Assistant City Attorney City Attorney's Office 4obvonn4 p � � FORr�o��o �o ATTEST: a&o IS o. �aTnIl0g6 G44a Jannette S. Goodall City Secretary 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. Kandice Merrick Planning Manager OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Sanitary Sewer Maintenance Agreement Standard Page 5 of 9 THE STATE OF TEXAS COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Jesica McEachern, 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 the City of Fort Worth, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 26th day of February ,2026. rR Pv KATRUEN BRADFORD Notary Puhlic x STATE OF TEXAS Notary I.D. M97197 c. MY Oamm. E.x , Rpr. 12 204^7 Notary Public in and for the State of Texas Sanitary Sewer Maintenance Agreement Standard Page 7 of 9 EXHIBIT "A" BEING a tract of land situated in the J.M. Basques Survey, Abstract No. 85, City of Fort Worth, Tarrant County, Texas, and being port of Block 8 Shady Oaks Manor Section II, an addition to the City of Fort Worth according to the plat recorded in Volume 388-44, Page 50 of the Plat Records of Tarrant County, Texas, said tract also being part of the tract of land described in Trustee's Deed to First Mortgage Investors recorded in Volume 6009, Page 922 of the Deed Records of Tarrant County, Texas, and being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with "KHA" cap set in the southeast right-of-way line of Shady Oaks Manor Drive (a 60-foot wide right-of-way): said point being the northwest corner of Lot 2, Block 8, Shady Oaks Manor, Section Two, an addition to the City of Fort Worth according to the plat recorded in Instrument No. D202103013 of the Official Public Records of Tarrant County, Texas; from said point a 5/8-inch iron rod found in the said southeast line of Shady Oaks Manor Drive bears North 70° 19'45" East, a distance of 240.70 feet; THENCE South 45°47'48" East, departing the said southeast line of Shady Oaks Manor Drive and along the west line of said Lot 2, a distance of 413.97 feet to a 5/8-inch iron rod with "KHA" cap set for corner; THENCE South 22°02'04" West, a distance of 344.39 feet to a 5/8-inch iron rod with "KHA" cap set for corner; THENCE North 59°24'48" West, a distance of 473.02 feet to a 5/8-inch iron rod with "KHA" cap set for corner in the said southeast line of Shady Oaks Manor Drive; said point being the beginning of a non -tangent curve to the left with a radius of 340.00 feet, a central angle of 15°06'27", and a chord bearing and distance of North 30°45'26" East, 89.39 feet; THENCE along the said southeast line of Shady Oaks Manor Drive, the following three (3) calls: In a northeasterly direction, with said non -tangent curve to the left, an arc distance of 89.65 feet to a 5/8-inch iron rod with "KHA" cap set for corner; North 23°12'12" East, a distance of 115.00 feet to a 5/8-inch iron rod found for comer at the beginning of a tangent curve to the right with a radius of 440.00 feet, a central angle of 31 °15'08", and a chord bearing and distance of North 38°49'44" East, 237.04 feet; In a northeasterly direction, with said tangent curve to the right, an arc distance of 240.00 feet to the POINT OF BEGINNING and containing 176,498 square feet or 4.0518 acres of land, more or less. Sanitary Sewer Maintenance Agreement Standard Page 8 of 9 EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS Sanitary Sewer Maintenance Agreement Standard Page 9 of 9 LEGAL DESCRIPTION LIFT STATION MAINTENANCE AGREEMENT BEING a 0.0346 acre (1,509 square foot) tract of land situated in the Jose Maria Basquis Survey, Abstract No. 85, City of Fort Worth, Tarrant County, Texas; said tract being part of Block 8, Shady Oaks Manor, Section II, an addition to the City of Fort Worth according to the plat recorded in Volume 388-44, Page 50 of the Plat Records of Tarrant County, Texas; said tract being more particularly described as follows: COMMENCING at a 5/8-inch iron rod with "KHA" cap set the southeast line of a circular right-of-way corner clip at the intersection of the southeast right-of-way line of Shady Oaks Manor Drive (a variable width right-of-way) and the south right-of-way line of NW Loop 820 (a variable width right-of-way); said point being the northwest corner of Lot 2, Block 8, Shady Oaks Manor, Section Two, an addition to the City of Fort Worth according to the plat recorded in Instrument No. D202103013 of the Official Public Records of Tarrant County, Texas; from said point a 5/8-inch iron rod found in the north line of said Lot 2 bears North 70'19'45" East, a distance of 240.70 feet; THENCE South 06'11'00" East, departing the said southeast line of the corner clip, a distance of 29.89 feet to the POINT OF BEGINNING; THENCE South 45°46'42" East, a distance of 301.82 feet to a point for corner; THENCE South 44'13'18" West, a distance of 5.00 feet to a point for corner; THENCE North 45°46'42" West, a distance of 301.82 feet to a point for corner; THENCE North 44'13'18" East, a distance of 5.00 feet to the POINT OF BEGINNING and containing 1,509 square feet or 0.0346 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. LIFT STATION MAINTENANCE MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com AGREEMENT PART OF BLOCK 8 SHADY OAKS MANOR, SECTION II JOSE MARIA BASQUIS SURVEY, ABSTRACT No. 85 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BILLINGSLEY, MICHAEL 9/23/2025 11:25 AM K:\FTW_SURVEY\068939600-SHADY OAKS MF FORT WORTH\DWG\068939600-SHADY OAKS MF FORT WORTH_LS MA.DWG 4Q p4 �T O _ C/> Q� Epp �o P P.O.C. IRSC 112" IRE BEARS N2T37'W 0.5' N44°13'18"E 5.00' OOP g2O NW Ft0N1OF_WPYI lPv PRIPB�E W1Dt 00, q0• S6° 11'00"E 29.89' ,— P.O.B. LIFT STATION MAINTENANCE AGREEMENT 0.0346 ACRES 1,509 SQ. FT. PART OF BLOCK 8 SHADY OAKS MANOR, SECTION II (VOL. 388-44, PG. 50) NOTES /p70 5/8" IRF / LEGEND A = CENTRAL ANGLE P.O.C. = POINT OF COMMENCING P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND IPF = IRON PIPE FOUND LOT 2, BLOCK 8 SHADY OAKS MANOR, SECTION TWO (INST. No. D202103013) NORTH 0 30 60 GRAPHIC SCALE IN FEET S44013'18"W 5.00' Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com LIFT STATION MAINTENANCE AGREEMENT PART OF BLOCK 8 SHADY OAKS MANOR, SECTION II JOSE MARIA BASQUIS SURVEY, ABSTRACT No. 85 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BILLINGSLEY, MICHAEL 9/23/2025 11:25 AM K:\FTW_SURVEY\068939600-SHADY OAKS MF FORT WORTH\DWG\068939600-SHADY OAKS MF FORT WORTH_LS MA.DWG N A W Ln -.L. 41 m 0 r+ N A V V N N F-� N W W l71 Ln W Q) r e -+ L , r f' rf 0• =T W =• CL O QJ r+ L/) CD D-. m m O� Fort Worth - Shady Oaks Apartments Sewage Lift Station PUMP CYCLE CALCULATOR INPUT DATA Wet Well Diameter (in) 48 Pump Down Distance (in) 18 Working Volume (gal) 141 Average Pump Flow (gpm) 66 Surcharge Volume (if applicable*) 0 Lift Station Inflow Rate (gpm) 1 11 1 22 1 33 44 CALCULATED RESULTS @ ABOVE INFLOW GPM Working Volume Fill Time (Storage Time) (min) Pump Run Time without Inflow (min) Pump Run Time with Inflow (min) Pump Run Time + Refill Time (Cycle Time) (min) Starts / HR with Inflow ° SMITH PUMP o COMPANY, INC, 4624 Martin Luther King Fwy Ph 817-599-2060 Fort Worth, TX 76119 Fax 817-595-4900 55 1 65 141.0 12.8 6.4 4.3 3.2 2.6 2.2 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.2 2.6 3.2 4.3 6.4 12.8 141.0 143.2 15.4 9.6 8.5 9.6 15.4 143.2 0.4 3.9 6.2 7.0 6.2 3.9 0.4 * If a surcharge volume is entered, it will be added to Pump Down Volume and included in all calculations. 8.0 7.0 6.0 3 O 5.0 2 0) CL 4.0 L 3.0 y 2.0 1.0 0.0 0 Starts/HR vs Inflow GPM 10 20 30 40 50 60 70 Inflow GPM -Working Volume of 141 gals. Conclusion: If the OFF float and LEAD float are spaced 18 inches apart, the pump cycle will be 7 starts per hour at worst case inflow rate. The submersible pump manufacturer will allow around 10 starts per hour maximum for a pump this size for proper heat dissapation. S.S. BR LIFTING LUG JUNCTI( 12" 192" [--3" TYPICAL n -A Q11 PLAN VIEW -3" BRASS GATE VALVE 3" C.I. BALL CHECK VALVE 2" SCH 80 PVC DRAIN 01 1/4" S.S. RAIL PIPE 1 1/4" S.S. INTERMEDIATE GUIDE BRACKET 3" SCHED 80 PVC PIPE & FITTINGS 3" PVC MALE ADAPTER Be Determined 3" S.S. COUPLING BAR GATE VALVE S.S. EXTENSION HANDLE 12" 1� 24" 1 I ILiberty 3" GR3 Guide Rail System CARBON STEEL LIFTING LUG ROTATED FOR CLARITY SECTIONAL ELEVATION VIEW �r•� TITLE VALVE BOX ATTACHED PACKAGED DUPLEX 20' — 3" PVC PIPE STEELE PLASTICS, INC. PROJECT 1280 Sturgis Rd. JOB NO. Conway, AR 72034 (501) 327-5122 Fax (501) 327-0807 P.O. NO. CUSTOMER DWG. NO. PFD300—VBA—PVC20 lUbertyPumps° EngineeredProducts LGV03-Series LGH03-Series Grinder Ordinary Location scent: gee www.LibertyPumps.com/LEP/patents Proudly built in the USA with US and global components Shp 60Hz • V-Slice® Cutter Technology • Dual seal • 2", 2.5" & 3" ANSI® horizontal discharge with 2" N PT • Stainless steel impeller • Standard Quick -connect power and control cords Performance Curve t j Dimensional Data Specifications and Construction Optional 2"/3" vertical discharge Submersible Wastewater PumpAsaordation swim � is T. .'.."Mid t Data ILGH03-Series - 60 Hz ifting bale - sized for ease of use idard Quick -connect cords iardware 316 SS aer deep groove ball bearing filled motor chamber cools tor and lubricates bearings �rter duty rated Class H insulation VIA° 1E3 Premium Efficiency motor istruction e piece 416 SS rotor shaft or locking pin prevents stator vement ring locking ring eliminates it shaft movement aer (inner) seat — carbon on amic with Viton elastomers I SS components Lower (outer) seal — silicon carbide on graphite impregnated silicon carbide with Viton elastomers and SS components 2" 2.5" & 3" 150# ANSI flange with 2" NPT Stainless steel impeller WLEPlpatents TD-1 Obey Pumps® EnglneeredProducts Model Number HP Volts Phase Hz RPM Technical Data LGV03/LGH03-Series - 60 Hz LGH032A LGH033A LGH034A LGH035A LGV032A LGV033A LGV034A LGV035A 3 3 3 3 3 3 3 3 230 200/230* 460 575 230 200/230* 460 575 1** 3 3 3 1** 3 3 3 60 60 60 60 60 60 60 60 3450 3450 3450 3450 3450 3450 3450 3450 FLA 24 16/13.8 6.8 5.3 21.5 14.4/12.5 6.5 4.6 LRA 125 119 59 39 125 119 59 39 Max kW Input 5.4 5.2 5.2 4.9 4.7 4.6 4.7 4.2 NEMA Code — A A A — A A A Service Factor 1 1 1 1 1 1 1 1 Power Factor N 99 94 94 93 98 93 92 92 KVA Code F M M K F M M K Std Impeller Diameter (in) 5.4 5.4 5.4 5.4 4.5 4.5 4.5 4.5 Shut -Off Head w/Std Impeller (ft) Min Head WSW Impeller (ft) Max Flow @ Min Head (GPM) Power Cord Type & Diameter 97 20 120 Type W,1 in 97 20 120 SOOW,0.72 in 97 20 120 SOOW,0.72 in 97 20 120 500W,0.72 in 62 10 180 SOOW,0.72 in 62 10 180 SOOW,0.72 in 62 62 10 10 180 180 SOOW,0.72 in SOOW,0.72 in * System voltages: 208 and 240 volts with utilization voltages: 200 and 230 volts. These pumps are able to be rewired to 460 volts in the field. ** Single-phase motors require capacitors. Liberty Pumps control panel or capacitor kits are recommended for proper operation and warranty. Refer to "Control Panel"section. TD 2 Obey Pumps® EnglneeredProducts H 180°C Impeller Type Semi -Open Impeller Material Stainless Steel Control Cord Type & Diameter 18/5 SCOW, 0.375 in Power Cord Length (Options) 35, 50,100 ft Standard Quick -connect Cords Standard Heavy-duty Quick -connect Optional Cords Upper (Inner) Seal Material Carbon - Rotating Ceramic - Stationary Viton Elastomers Lower (Outer) Seal Material) Silicon Carbide - Rotating Graphite Impregnated Silicon Carbide - Stationary Viton Elastomers Max Water Temp for Continuous 40°C Duty Min Fluid Level for Continuous Motor Housing Fully Submerged Operation Fluid pH Range 4-10 Starts Per Hour 30 Shaft Material 416 Stainless Steel Fastener Material 316 Stainless Steel 0-Ring Elastomers Buna-N Technical Data LGV03/LGH03-Series - 60 Hz Upper Bearing Single Row Deep Groove Lower Bearing Oil Type Max Submersion Depth Discharge (Std) Double Row Angular Contact ISO VG10 Turbine Oil 75 ft Horizontal, 2 in, 2.5 in & 3 in 150# ANSI with 2 in NPT Discharge (Optional) Vertical, 2 in 8 3 in NPT Protective External Finish Seal Fail Detection Thermal Protection Epoxy Powder Coat Dual Probe - 2 Wire with Resistor 200K ohm Resistance 1-phase - 2 Hermetically Sealed Thermostats 3-phase - 3 Hermetically Sealed Thermostats 125°C Opening Temperature 105°C Closing Temperature 3A (a 120VAC,1A @ 240 VAC Volute Material Class 30 Cast Iron Pump Weight 270 lbs Cuts Per Minute Over 400,000 Cutter Material Hardened 440 Stainless Steel Certifications CSA Certified to CSA and LIL° Standards CAN/CSA C22.2 No.108-14 ANSINL 778 6th Ed Specifications are subject to change without notice. Copyright © Liberty Pumps, Inc. 2024 7000 Apple Tree Avenue - Bergen, NY 14416 TD-3 All rights reserved. LLITLGV03/LGH03-TD R04/24 Phone 800-543-2550 - Fax 585-494-1839 - www.LibertyPumps.com/LEP A 3 I6 a I0 0 o v N v -p O x C ,y Lmi O o_ n rD D rD CD n O x 3 s rD N rD O 0 r1 [D x � r x rD p w rD fD 3 O O � x x O o Q v rD 3 -o CD N O rD x � vrD n �. rD < n rD < v O-n vC-1 C i m 0CD O� CCDD LO CD CD ZI rD W �' N rD a 'S Total Head in Feet a C Cif lD O rt O O p O O O O O O O O o O III r 0 N O w 0 A O Vl O T 0 0 C m Ln o flr CD O � N o C 0 � o C � rD o N O r O C) O r O r 0 0 co O r C) 0 0 r W r N lJ � w iv w o r- C. V � ro rn m w O Q V 00 iv 00 W Ut r 0 i� 0 V IN r N 0 r N O p O W Ol � N in W r A V O O N r N iv w w Q � cn ire Total Head in Meters CA co O CD CIO CD N = O D rC �. CD Q S� C C] CN f- 2 CD w cis CD r un rn CD N Leber y Pumps® EngineeredPrnducts [31 3 [92 [4.2 Dimensional Data Horizontal Discharge n] TER OR )OUS e 2.5" & 3" 50# ANSI WITH 2" NPT DISCHARGE LGVOLGH03-Series - 60 Hz OPTIONAL DISCHARGE KIT AVAILABLE FOR 4" ANSI DISCHARGE KIT #K002016 DD-1 Obey Pumps® EnglneeredProducts GENERAL Specifications and Construction The contractor shall provide labor, material, equipment, and incidentals required to provide (QTY) sewage grinder pumps as specified herein. The pump models covered in this specification are LGH032A, LGH033A, LGH034A, LGH035A high head and LGV032A, LGV033A, LGV034A, LGV035A high volume grinder pumps. The pump furnished for this application shall be model as manufactured by Liberty Pumps. OPERATING CONDITIONS Each submersible pump shall be rated at 3 hp, Volts, phase 60 Hz, 3450 RPM. The unit shall produce GPM at feet of total dynamic head. The submersible pump shall be capable of handling residential and commercial sewage and grinding it to a fine slurry, enabling it to be pumped over long distances. The LGH03-Series submersible pump shall have a shut-off head of 97 feet and a max flow of 120 GPM @ 20 feet of total dynamic head. The LGV03- Series submersible pump shall have a shut-off head of 62 feet and a max flow of 180 GPM @ 10 feet of total dynamic head. CONSTRUCTION Each centrifugal sewage grinder pump shall be equal to the Certified LGH03/ LGV03-Series pumps as manufactured by Liberty Pumps, Bergen NY. The casting enclosing the motor shall be constructed of class 30 cast iron. The motor housing shall be oil -filled to dissipate heat. Air -filled motors shall not be considered equal since they do not properly dissipate heat from the motor. Mating parts shall be machined and sealed with a Buna-N C-ring. All fasteners exposed to the process fluid shall be stainless steel. The motor shall be protected on the top side with a sealed cast iron cord entry plate, which is potted to prevent water from entering through the cord. The motor shall be protected on the lower side with a dual mechanical seal arrangement and an oil -filled intermediate chamber. The upper (inner) seal shall be a two-piece mechanical seal with a carbon rotating and a ceramic stationary face. The lower (outer) seal shall be a two-piece mechanical seal with a silicon carbide rotating and a graphite impregnated silicon carbide stationary face. The upper and lower bearings shall be sized to properly withstand radial and thrust loads produced throughout the full operating range of the pump. LGV03/LGH03-Series - 60 Hz POWER AND CONTROL CORD The submersible pump shall be supplied with 35, 50, or 100 feet of a multi - conductor cord of type W for model LGH032A and type SOOW for models LGH033A, LGH034A, LGH035A, LGV032A, LGV033A, LGV034A, and LGV035A. These type W 8 SOOW power cords carry a voltage rating of 600 V, a temperature rating of 90°C, have oil -resistant insulation, are water- and weather -resistant, UL listed, and CSA approved. The power cord shall be sized for the rated full load amps of the pump for continuous duty in accordance with the NEC. A separate type SCOW control cord of equal length shall also exit the pump. Both the Standard Quick -connect power and control cords shall have a molded Neoprene plug held in place with a stainless steel compression plate. The plugs engage a receptacle with molded -in electrical pins, all of which shall be protected by a cast iron housing. The motor shall be protected from moisture via these two sealing methods: the plug to receptacle, and receptacle to cast iron housing. The power and control cord leads shall be connected to the motor leads via a terminal block. The Standard Quick -connect cords offer quick cord replacement without the need to send the entire pump to an authorized repair facility and allows for pump maintenance without disturbing electrical boxes or control panels. HEAVY-DUTY QUICK -CONNECT CORDS (OPTIONAL) Optional Heavy-duty Quick -connect cord shall offer quick cord replacement without the need to send the entire pump to an authorized repair facility. This shall also allow for pump maintenance without disturbing electrical boxes or control panels. A terminal block shall be used for internal wire connections. BEARINGS AND SHAFT The shaft shall be supported by two ball bearings. The top bearing shall be a deep groove radial contact ball bearing and the lower bearing shall be a double row angular contact ball bearing designed to handle the radial and axial forces incurred by pumping. The lower bearing shall be positively retained by a threaded bearing retaining nut, which eliminates any axial movement or rotation of the outer bearing race. Both bearings shall be permanently lubricated by the oil that fills the motor housing. Pump designs requiring scheduled bearing maintenance shall not be considered equal. Pumps with single row lower bearings or sleeve bearings shall not be considered equal. The bearing system shall be sized to provide a minimum of 100,000 hours B10 bearing life throughout the operating range of the pump. Pumps that only provide a 50,000 hour B10 bearing life shall not be considered equal. The motor shaft shall be made of 416 stainless steel. The motor shaft shall be constructed from a single piece of stainless steel. Spin welded shafts shall not be considered equal. The shaft shall be designed to withstand the maximum torque and radial loads present during start-up and normal operation. Shafts of carbon steel or chrome -plated shafts shall not be considered equal. Obey Pumps® EnglneeredProducts MOTOR CONTROL PANEL The motor shall be oil -filled, inverter duty, Class H insulated, NEMA A design (3-phase models), and rated for continuous duty. Since air -filled motors are not capable of dissipating heat efficiently, they shall not be considered equal. The mid chamber design utilizing MiffhermTm Cooling technology shall allow for oil in the motor chamber to reject heat to the pumped media and provide cooling to the motor. This motor design shall provide significantly reduced operating temperatures. Pumps requiring an auxiliary cooling means shall not be considered equal. The motor shall be constructed to meet 1E3 Premium Efficiency standards in accordance with NEMA MG1. The copper stator windings shall be insulated with moisture -resistant Class H insulation materials, rated for 180°C per NEMA MCI 1.66. The maximum continuous temperature of pumped liquids shall be 40°C. The winding operating temperature at rated horsepower and service factor shall be a maximum of 125°C (a 40°C ambient. Motor shall have UL approved thermostats mounted directly on the stator windings. Motor shall have two thermostats on the LGH032A and LGV032A models, and three thermostats, one on each phase, on models LGH033A, LGH034A, LGH035A, LGV033A, LGV034A, and LGV035A. The thermostat leads of the control cord shall be connected to a motor control relay in the control panel. Motor service factor shall be 1.0 under normal conditions and 1.0 when operated on a Variable Frequency Drive (VFD) per MG1 standard. Motor shall have a voltage tolerance of ±10% from nominal. Motor shall meet the requirements of NEMA MCI Part 30 and 31 for operation on Pulse Width Modulation type VFD with inverter duty rated magnet wire and insulation. Motor shall be capable of handling up to 30 evenly spaced starts per hour without overheating. SEALS The pump shall have two shaft seals separated by an oil chamber. Pumps utilizing single seal technology shall not be considered equal. A leak detection probe shall be positioned in the oil chamber and shall allow for continuous monitoring for lower (outer) seal failure. The lower seal shall be a two-piece design that is easily serviceable. Shaft seals shall not require scheduled maintenance. The upper (inner) seal shall be carbon on ceramic and the lower seal shall be silicon carbide on graphite impregnated silicon carbide. Both seals shall include stainless steel housings and Viton elastomers. IMPELLER The impeller shall be stainless steel. The impeller shall be dynamically balanced, keyed and bolted onto the motor shaft. All LGH03/LGV03-Series pumps require a control panel. The control panel shall be equipped with circuit breakers and adjustable overload devices to protect against excess current or electrical problems. This device shall be sized appropriately for the pump model(s) being controlled. The control panel shall include thermal overload relay(s) that shall shut down the pump in the event the thermostats in the motor open. Thermostats are designed to open at 125°C. The control panel shall include a seal fail monitoring device that shall indicate a primary seal failure. The seal fail monitoring device shall be capable of monitoring the resistance of the seal failure probe in the pump. The sensitivity of the seal fail monitoring device shall be adjustable from approximately 1KS2 to at least 250K). The control panel for 1-phase models shall include a motor start circuit that automatically engages and disengages the start windings of the 1-phase motor. The motor start circuit shall consist of a properly sized relay which engages and disengages the motor start windings. A solid state start switch shall monitor start winding voltage and shall control the aforementioned relay. The start and run capacitors shall be properly sized per the motor specifications. A bleed resistor shall be used on the start capacitor to avoid unwanted voltage spikes during startup. Capacitor start/run components (Kit#K001864) are available for 1-phase models using a non -Liberty Pumps control panel. Pump Model Voltage Control Panel Model Fiberglass Enclosure Stainless Steel Enclosure Duplex Simplex Duplex Simplex LGH032A 230 LED2-35A LES2-35A LEDS2-35A LESS2-35A LGV032A 230 LED2-35A LES2-35A LEDS2-35A LESS2-35A LGH033A 200/230 LED3-35 LES3-35 LEDS3-35 LESS3-35 LGV033A 200/230 LED3-35 LES3-35 LEDS3-35 LESS3-35 LGH034A 460 LED3-20 LES3-20 LEDS3-20 LESS3-20 LGV034A 460 LED3-20 LES3-20 LEDS3-20 LESS3-20 LGH035A 575 LED5-20 LES5-20 LEDS5-20 LESSS-20 LGV035A 575 LED5-20 LES5-20 LEDS5-20 LESS5-20 Obey Pumps® EnglneeredProducts CUTTER MECHANISM APPLICATIONS The cutter and plate shall consist of hardened 440 stainless steel with a Rockwell C hardness of 55-60. The stationary cutter plate shall have specially designed orifices through it, which enable the slurry to flow through the pump housing at an equalized pressure and velocity. The stationary cutter plate shall feature patented V-Slice° Cutter Technology. This superior cutting system consists of V shapes to maximize cutting action and arc shape exclusion slots to outwardly eject debris from under the rotary cutter. The rotary cutter shall have four blades and be designed with a recessed area behind the cutting edge to prevent the accumulation and binding of any material between rotary cutter and the stationary cutter plate. The cutter shall be capable of over 400,000 cuts per minute. The cutting system shall incorporate close tolerances for optimum performance. Ring or radial cutters, or those that grind on the outside circumference of shall not be considered equal. SHAFT GROUNDING BRUSH 3-phase pumps shall be equipped with a shaft grounding brush. Pumps not utilizing a current mitigation technology shall not be considered equal. QUALITY CONTROL The pump shall be manufactured in an ISO° 9001 certified facility. Manufactured in the USA with US and global components. SUPPORT The pump shall have cast iron support legs, enabling it to be a freestanding unit. The legs shall be high enough to allow solids and long stringy debris to enter the pump inlet. PROTECTIVE FINISH The exterior of the casting shall be protected with corrosion -resistant baked -on epoxy powder coat. TESTING The pump shall have a ground continuity check and undergo a hi -pot test for electrical integrity, moisture content, and insulation defects. The motor housing and mid chamber shall be pressurized, and an air leak decay test performed to ensure integrity of the assembled unit. The pump shall be run, voltage and current monitored, and checked for noise or other malfunction. Certified performance testing is available upon request. • Municipal Engineered Lift Stations • Storm Water Removal • Wastewater Transfer • Industrial Wastewater • Treatment Plants MATERIAL FEATURES PUMP: • Grinder - High Head or High Volume • Discharge - Horizontal, 2', 2.5" & 3' 150# ANSI, with 2" NPT, Vertical, 2" or 3" NPT • Seals - Dual Mechanical with Viton Elastomers, Upper (Inner) - Carbon on Ceramic, Lower (Outer) - Silicon Carbide on Graphite Impregnated Silicon Carbide • Construction - Cast Iron ASTM A48, Class 30, 30,000# Tensile Strength, Protected with a Corrosion -Resistant Baked -on Epoxy Powder Coating • Hardware - 316 Stainless Steel • 0-ring Seals - Buna-N • Stainless Steel Impeller - Precision Balanced • Hardened 440 Stainless Steel Cutter and Cutter Plate • Cuts per minute - over 400,000 • Thermal Sensors and Moisture Detection System • Optional: • Heavy-duty Quick -connect Power and Control Cords • Cord Length Options (feet) - 35, 50,100 • Trimmed Impeller MOTOR: • 1-Phase - 230 Volt, 3450 RPM • 3-Phase - 200/230, 460, 575 Volt, 3450 RPM • Inverter Duty, Class H Insulation, NEMAA Design (3-phase models) • Oil -filled Motor Housing • Cast Iron Housing with MidThernnTM Cooling deep sump design for Improved Heat Dissipation • Continuous Duty Operation • Bearings • Upper- Single Row Deep Groove Radial Contact • Lower -Double Row Angular Contact Obey Pumps® EnglneeredProducts LIMITED WARRANTY Liberty Pumps, Inc. warrants that pumps of its Engineered Product line are free from all factory defects in material and workmanship for a period of 18 months from the date of installation or 24 months from the date of manufacture, whichever occurs first, and provided that such products are used in compliance with their intended applications as set forth in the Liberty Engineered Products specifications and technical manuals. The date of installation shall be determined by a completed pump start-up report and warranty registration form. A pump startup report, filled out by a qualified installer, is required for warranty to take effect. The report must be submitted within 30 days from the installation date and submitted through the Liberty Pumps website. During the warranty period, the manufacturer's obligation, and at its discretion, shall be limited to the repair or replacement of any parts found by the manufacturer to be defective, provided the product is returned freight prepaid to the manufacturer or its authorized service center, and provided that none of the following warranty -voiding characteristics are evident: The manufacturer shall not be liable under this Warranty if the product has not been properly installed or maintained in accordance with the printed instructions provided, if it has been disassembled, modified, abused or tampered with; if the pump discharge has been reduced in size; if the pump has been used in water temperatures above those shown in the specifications, if the thermal overload(s) and seal moisture probe(s) have not been properly connected (where equipped), if the pump has been used in water containing sand, lime, cement, gravel or other abrasives, if the product has been used to pump chemicals or hydrocarbons; if the product has been moved from its original installation location, or if the label bearing the serial and code number has been removed. Liberty Pumps, Inc. shall not be liable for any loss, damage or expenses resulting from installation or use of its products, or for consequential damages, including field labor costs, travel expenses, rental equipment, costs of removal, reinstallation or transportation to and from the factory or an authorized Liberty Pumps repair facility. There is no other express warranty. All implied warranties, including those of merchantability and fitness for a particular purpose, are limited to 18 months from the date of installation or 24 months from the manufacturing date. This Warranty contains the exclusive remedy of the purchaser, and, where permitted, liability for consequential or incidental damages under any and all warranties are excluded. Specifications are subject to change without notice. Copyright © Liberty Pumps, Inc.2024 7000 Apple Tree Avenue - Bergen, NY 14416 SC-4 All rights reserved. LLITLGV03/LGH03-SC R04/24 Phone 800-543-2550 - Fax 585-494-1839 - www.LibertyPumps.com/LEP UbeVrtiv Pumps° lineeredProducts R4-Series its navy cast iron construction rail pipes (not included) rile sealing grommet Mess steel rail support and mid acket included ated for corrosion resistance 3" and 4" ANSI° Jump weight 750 lbs (340 kg) Non -sparking "NS" models feature bronze claw for installation in hazardous locations uK5ivz)-z)enes Submersi6leWootemohr Pumpftsocialion Proudly built in the USA with US and global components GR3/GR4-Series Guide Rails Specifications and Dimensional Data Material: Class 30 Gray Cast Iron (Bronze claw on "NS" models) Weight: See chart for model -specific information Seal: Heavy Duty Nitrite Rail Size: 2" (Not Included) Discharge: All flanges are machined to ANSI 150 lb specifications (See chart for model -specific information) Maximum Pump Weight: 750 lbs Upper Rail Support: Stainless Steel Mid -Rail Support: Stainless Steel Claw Attachment Bolts: 5/8" - 11 x 1.5" Stainless Steel Model ANSI°Size Weight Series GR3-ANSI 3" 137 lbs LGV, LGH, 2LE GR4-ANSI 4" 150 Ibs 3LV, 3LE, 3LM, 3LEV GRAS-ANSI 3" 145 lbs XLGV, XLGH GR4NS-ANSI 4" 158 lbs 3XLV, 3XLE, 3XLM GR3-Series Dimensional Data [1066.80mm] 042.00in MINIMUM DIAMETER 3"ANSI [398.02mm] 15.67in o o ® [254mm] [156.40in \ [347.22mm] TANSI [5.56mm] 13.671n R.22in \ [101.60mm] UPPER GUIDE RAIL SUPPORT 4,09n MIN. DISTANCE ---------- .1f_________- TO TANK WALL ---------- yJ---------- [120.65mm] [1 l.11mm] 4.75in 0.44in 2' SCH40 PIPE [209.55mm] DUAL GALVANIZED OR 8.25in STAINLESS STEEL RAILS (PROVIDED BY OTHERS) MID GUIDE RAIL SUPPORT [2I9.08mm] [139.70mm] 8.63in S.SOin T ' '`�,'{N'�• `, PUMP WITH 3' ANSI DISCHARGE FLANGE [8.89mm] [203.66mm] °i R.35in 8.02in INTERMEDIATE GUIDE RAILS Yam- SECTION A SET AT 7' SCALE 1 : 14 INTERVALS Ir [711.20mm] 28.00in i MIN. WATER A� LEVEL FOR CONTINUOUS DUTY A [198.37mm] 7.81 in [873.22rn 34.38in GR4-Series Dimensional Data [1219.20mm] 048.00in MIN. TANK I.D. 4"ANSI [447.67in ] - 1.67in [254mm] o c 10.00in 1 0 0 \ [347.22mm] \ 13.67in [101.60mm] \ / 4.00in MIN. DISTANCE TO TANK WALL [120.65mm] 4.75in 2" SCH40 PIPE DUAL GALVANIZED OR STAINLESS STEEL RAILS (PROVIDED BY OTHERS) [ 139.70in ] DISCHARGE FLANGE PUMP WITH 4'ANSI S.SOin MEDIATE NTER GUIDE RAILS [822.96mm] SET AT 7' 32.40in INTERVALS MIN. WATER i LEVEL FOR CONTINUOUS DUTY [215.90mm] A 8.50in [972.81 mm] 38.30in Copyright © Liberty Pumps, Inc. 2022 7000 Apple Tree Avenue - Bergen, NY 14416 Specifications are subject All rights reserved. LLITGR R08/22 Phone 800-543-2550 - Fax 585-494-1839 - www.LibertyPumps.com/LEP to change without notice. FORT WORTHe City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Lakeworth City Reality LLC Subject of the Agreement: Maintenance Agreement Benbrook Blvd. M&C Approved by the Council? * Yes ❑ No 21 If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 0 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes ❑ No P1 If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 0 If only specific information is Confidential, please list what information is Confidential and the page it is located. Certificate of Insurance Effective Date: Date Assistant City Manager signs Expiration Date: None If different from the approval date. If applicable. Is a 1295 Form required? * Yes ❑ No 0 *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 0 No ❑ Contracts need to be routed for CSO processing in the followingorder: rder: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.