Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PR 24673: CHANGE ORDER NO. 8 OF MAIN WASTEWATER TREATMENT PLANT (WWTP) IMPROVEMENT PROJECT DIVISION
V\11I,jl,//,, 04Wa CUT of Ili!. -Zi ort itlt«r I. www.PortArthurTx.gov INTEROFFICE MEMORANDUM Date: November 20, 2025 To: The Honorable Mayor and City Council Through: Ronald Burton, City Manager From: Calvin Matthews, P.E., Water Utilities Director RE: PR 24673 —Approve Change Order No. 8 of Main Wastewater Treatment Plant (WWTP)Improvement Project Division Introduction: This agenda item is seeking the Council's approval to execute Change Order No. 8 with ALLCO, LLC for the Main Wastewater Treatment Plant(WWTP) Improvement Project for an increased cost of$458,175.02 to the new updated contract amount of$70,579,981.59. Background: Resolution No. 22-147 awarded the Main Wastewater Treatment Plant (WWTP) Improvement Project to ALLCO, LLC of Beaumont, Texas for the total amount of $73,643,227.00. The construction phase is managed by Freese &Nichols, Inc. On August 2, 2022, Resolution No. 22-329, approved Change Order No. 1 for value engineering performed by Freese & Nichols, Inc., ALLCO, LLC, Golden Triangle Consulting Engineers, and the City of Port Arthur staff in the deduction amount of$6,234,049.00 for a new contract amount of$67,409,178.00. On December 20, 2022, Resolution No. 22-586, approved Change Order No. 2 including, Primary Clarifiers subgrade stabilization, Drying Beds demo, Demo and Remove CSS, Helical Piles, and Brentwood PVC TF Media price increase and reduction for the removal of VE Lighting Package, use of bank sand for pipe bedding, and remove Admin Building improvements in the deduction amount of $73,564.57 and 75-day time extension for a new contract amount of$67,335,613.43. On December 19, 2023, Resolution No. 23-556, approved Change Order No. 3 for an increased amount of$114,851.00 to replace 4 Trickling Filter Effluent Butterfly Valves with Slide Gates and add an expansion joint to Aeration Basin Buttress Wall for a new contract amount of$67,450,464.43. On June 4, 2024, Resolution No. 24-246, approved Change Order No. 4 for an emergency repair to prevent the complete failure of the 30" force main from the lift station for an increased contract amount of$389,801.00 for additional piping to reach the existing 30" force main and to reroute the discharge piping of the existing 10" pump at the Main Outfall Lift Station to the existing 36" force main. In addition, to install a line stop at the 36" DI influent pipe to reroute the flow through 440 LF of 24"HDPE for a new contract amount of$67,840,265.43. On June 18,2024, Resolution No. 24-268, Change Order No. 5 was approved to provide and install Envirodyne Grit Removal Equipment which was a budgeted item in the Capital Budget and suggested as a cost-savings alternate manufacturer for $889,500.00. It also included $215,896.00 for replacing the 30" pipe connection at the new Headworks Facility with a 42" pipe for connection for the new 42" sewer force main being installed under a separate contract and a proposal to install VFD's to add variable speed control to the existing overhead crane at the Main Outfall Lift Station and crane certification which will be done by Crane Tech,Inc.with support by Allco for $13,195.00. The total cost of this change order resulted in an increase of $1,118,591.00, to a new total contract amount of$68,958,856.43. On April 8, 2025, Resolution No. 25-140, Change Order No. 6 was approved for the cost associated with bypass pumping at the Main Outfall Lift Station (MOLS). The original plans called for the current pumps at the MOLS to be operational to transition new pump installation. However, the current pumps have not been functional and thus required reconfigured bypass pumping. Furthermore, during construction, additional bypass measures were required at the Wet Well of the MOLS due to the existing gates not being functional to transition the installation of the new gates and knife gate valves. The cost associated with the reconfigured bypass pumping is for$805,251.12,bringing the total contract amount to$69,764,107.55.Change Order No. 6 also extended the contract time by 180 days. On August 12, 2025, Resolution No. 25-355 approved Change Order No. 7 for the chemical building door and wall rehabilitation, crane repairs, 8-inch water line and valve, crane hoist, Entergy pull box, debris removal at wet well, installing CSS at Main Outfall Lift Station, and includes deductions for pressure testing at the dewatering building, as well as,deduction for the use of stabilized sand at FRP joints instead of concrete. The cost associated with Change Order No. 7 was $357,699.02, bringing the total contract amount to $70,121,806.57. It also extended the contract time by 45 days. Freese and Nichols is proposing Change Order No. 8 for MOLS construction changes to meet new Entergy requirements, six (6) months of bypass pumping due to delays for such changes, and extension of the Chlorine Contact Basin weir height. The total cost associated with Change Order No. 8 is $458,175.02,bringing the total contract amount to $70,579,981.59. The Change Order will also extend the contract time by 90 days due to the work being proposed bringing the total contract time to 1,970 days. Budget Impact: The original contract price is $73,643,227.00 Change Order No. 1 decreased the contract amount by $6,234,049.00, decreasing the change order percentage allowed by -8.5%. Change Order No. 2 decreased the contract amount by $73.564.57, decreasing the change order percentage allowed by -0.1%. Change Order No. 3 increased the contract amount by $114,851.00, increasing the change order percentage allowed by 0.2%. Change Order No. 4 increased the contract amount by $389,801.00, increasing the change order percentage allowed by 1.5%. Change Order No. 5 increased the contract amount by$1,118,591.00, increasing the change order percentage allowed by 1.5%. Change Order No. 6 increased the contract amount by $805,251.12, increasing the change order percentage allowed by 1.1%. Change Order No. 7 increased the contract amount by$357,699.02, increasing the change order percentage allowed by 0.5%. Proposed Change Order No. 8 will increase the contract amount by $458,175.02, increasing the new total contract amount to $70,579,981.59 and increasing the change order percentage allowed by 0.62%to a total -4.16%. The funding is available in Capital Improvement Projects (CIP)Account No. 405-40-000- 8516-00-00-000, Project No. WS0023. Recommendation: Recommend City Council approve PR No. 24673 to authorize the City Manager to approve Change Order No. 8 as described/outlined above. ��C PR No. 24673 11/21/25 cm Page 1 of 5 RESOLUTION NO. A RESOLUTION AUTHORIZING THE CITY MANAGER TO EXECUTE CHANGE ORDER NO. 8 FOR THE MAIN WASTEWATER TREATMENT (WWTP) PLANT IMPROVEMENT PROJECT WITH ALLCO, LLC OF BEAUMONT, TEXAS, FOR AN INCREASED COST OF $458,175.02 FOR VARIOUS MODIFICATIONS AT THE MAIN WWTP, RESULTING IN A NEW TOTAL CONTRACT AMOUNT OF $70,579,981.59, AND EXTENDING THE CONTRACT TIME BY 90 DAYS; FUNDING FROM CIP ACCOUNT NO. 405-40-000-8516-00-00-000, PROJECT NO. WS0023. WHEREAS, the City Council approved Resolution No. 22-147, awarding the Main Wastewater Treatment Plant Rehabilitation project to ALLCO, LLC of Beaumont, Texas for the total amount of$73,643,227.00; and, WHEREAS,on August 2,2022,Resolution No. 22-329,approved Change Order No. 1 to reduce the contract amount by $6,234,049.00 for Value Engineering performed by Freese & Nichols, Inc., ALLCO, LLC, Golden Triangle Consulting Engineers and the City of Port Arthur staff for a new contract amount of$67,409,178.00; and, WHEREAS,on December 20,2022, Resolution No. 22-586, approved Change Order No. 2 for a decreased amount of $73,564.57 including, Primary Clarifiers subgrade stabilization, Drying Beds demo, Demo and Remove CSS, Helical Piles, and Brentwood PVC TF Media price increase and reduction for the removal of VE Lighting Package,use of bank sand for pipe bedding, and remove Admin Building improvements to a new contract amount of$67,335,613.43 and add 75-day time extension with a final project end date of December 17, 2026; and, WHEREAS,on December 19,2023, Resolution No. 23-556, approved Change Order No. 3 for an increased amount of$114,851.00 to replace 4 Trickling Filter Effluent Butterfly Valves with Slide Gates and add an expansion joint to Aeration Basin Buttress Wall, to a new contract amount of$67,450,464.43; and, PR No.24673 11/21/25 cm Page 2 of 5 WHEREAS, on June 4, 2024, Resolution No. 24-246, approved change Order No. 4 ratifying the emergency repair on the 30" force main for an increased amount of$389,801.00 by installing additional piping with a 10"pump to reroute the force main, 36" Line Stop, and HDPE Bypass piping, to a new contract amount of$67,840,265.43; and, WHEREAS,on June 18,2024,Resolution No. 24-268,Change Order No. 5 was approved for providing and installing Envirodyne Grit Removal Equipment, replacing the 30" pipe at the Headworks Facility with a 42"pipe for connection to the new 42"sewer force main from the Main Outfall Lift Station (MOLS)which is being installed under a separate contract, and proposal to install VFD's to add variable speed control to the existing MOLS overhead crane and get crane certified for an increase of$1,118,591.00, to a new total contract amount of$68,958,856.43; and, WHEREAS, on April 8,2025, Resolution No. 25-140, approved Change Order No. 6 for an as-needed basis with a not to exceed increase amount of$805,251.12 for the costs associated with the reconfigured bypass pumping required for the installation of the new pumps, gates, and knife gate valves at the Main Outfall Lift Station since the existing equipment was not operational as proposed in the original plans, bringing the new total contract amount to $69,764,107.55 and extend the contract time by 180 days due to the reconfigured bypass pumping; and, WHEREAS, on August 12, 2025, Resolution No. 25-355 approved Change Order No. 7 for an increase amount of$357,699.02 for the chemical building door and wall rehabilitation,crane repairs, 8-inch water line and valve, crane hoist, Entergy pull box, debris removal at wet well, installing CSS at Main Outfall Lift Station, and includes deductions for pressure testing at the dewatering building and deduction for the use of stabilized sand at FRP joints instead of concrete, bringing the new total contract amount to$70,121,806.57 and extend the contract time by 45 days; and, PR No. 24673 11/21/25 cm Page 3 of 5 WHEREAS, Freese and Nichols, Inc. is proposing Change Order No. 8 for an increase amount of $458,175.02 for MOLS construction changes needed to meet new Entergy requirements, six (6) months of bypass pumping due to delays for such changes, and extension of the Chlorine Contact Basin weir height, bringing the new total contract amount to $70,579,981.59 and extending the contract time by 90 days; and, WHEREAS,the total amount in the Change Orders, including the proposed Change Order No. 8, are within the allowed 25% of the original contract amount (Exhibit "B"), as per the Texas Local Government Code Section 252.048(d). NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PORT ARTHUR, TEXAS: THAT,the facts and recitals in the preamble are true and correct; and, THAT, the City Council hereby approves the City Manager's decision to execute Change Order No. 8 (Attachment "A") for an increase cost of $458,175.02 with ALLCO, LLC of Beaumont, Texas for the Main WWTP Improvements project, to a new contract amount of $70,579,981.59 and extended contract time of 90 days; and, THAT, funding is available in CIP Account No. 405-40-000-8516-00-00-000, Project No. WS0023, THAT, a copy of the caption of this Resolution shall be spread upon the Minutes of the Meeting of the City Council. READ, ADOPTED, AND APPROVED this day of , 2025 at a Regular Meeting of the City Council of the City of Port Arthur, Texas by the following vote: AYES: Mayor Councilmembers: • PR No. 24673 11/21/25 cm Page 4 of 5 • NOES: • CITY OF PORT ARTHUR, TEXAS: Charlotte M.Moses Mayor ATTEST: Sherri Bellard City Secretary PR No. 24673 11/21/25 cm Page 5 of 5 APPROVED AS TO FORM: Roxann Pais Cotroneo City Attorney APPROVED FOR ADMINISTRATION: I SiV Ronald Burton,�lVy City Manager Suhail Kanwar, P.E. Director of Public Services / 46371_____ f Calvin Matthews, P.E. Water Utilities Director APPROVED AS TO THE AVAILABILITY OF FUNDS: OP (Sgns-V-1-91; Ly (Lyn) Boswell, MA ICMA-CM Finance Director Clifton . Williams Jr. CPPB Purchasing Manager Exhibit "A" (Change Order No. 8) I NICHOLS 10497 Town and Country Way,Suite S00 + Houston,Texas 77024 + 713 600 6800 + FAx 817 735 7491 www freese.com November 14,2025 Calvin Matthews, PE Director of Water Utilities City of Port Arthur Texas 444 4`h Street Port Arthur,TX 77640 Re:Project No. R15056 Port Arthur Main WWTP Improvements:Change Order No.008 Dear Mr.Matthews: Included with this letter is Change Order No. 008 for the above-referenced project. This letter is to serve as a narrative along with the supporting documentation attached. All the items included in this change order will be funded by the City of Port Arthur's CIP Account No.405-40-000-8516-00-00-000,No.WS0023. Item No.1:CP-20 Install three Entergy anchor points This change proposal is for three wall mounted anchor points that Fntergy required for primary cable installation at the main outfall lift station Cost:$2,183.85 Additional Days:0 Calendar Days Item No.2:CP-21:Install rock drive extension for Entergy truck access This change proposal is for a rock drive extension for Entergy truck access to the pole mounted transformer at the main outfall lift station. Cost:$19,410.85 Additional Days:0 Calendar Days Item No.3:CP-22:Credit at main outfall lift station for pump conduit removed from scope This change proposal is a credit for conduit to pump removed from the scope. Cost:($15,482.09) Additional Days:0 Calendar Days Item No.4:CP-24:Additional bypass pumping at the main outfall lift station This change proposal is for 6 months of additional bypass pumping at the main outfall lift station. This change covers bypass pumping from October 21,2025,to March 21, 2026. Cost:$412,662.00 Additional Days:45 Calendar Days Item No.5:CP-26 Main outfall lift station conduit rerouting This change proposal is for conduit rework at the main outfall lift station required to accommodate new Entergy 2000 amp disconnect. Cost:$111,452.79 Additional Days:45 Calendar Days cc:Jess Liao,Hani Tohme,Murali Erat,Matt Cartwright PTR22379 T:\4.0 CONSTRUCTION\4.40 Contract Mod\4.43 Chg Orders\Change Order No.8 Ij Item No.6:CP-28 Automatic strainers deduct This change proposal is a deduct for changing the nonpotable water strainers from automatic backwash strainers to regular basket strainers. Cost:($90,699.63) Additional Days:0 Calendar Days Item No.7:CP-25 Extension of the chlorine contact basin outfall wall and weir This change proposal is for extension of the chlorine contact basin outfall wall and weir from El.0.53 to El.6.0. Cost:$18,647.25 Additional Days:0 Calendar Days To summarize,this Change Order has an overall cost increase of$458,175.02 and 90 additional calendar days to the contract time. I hope the above narrative, along with the supporting documentation included, provides adequate information to be able to process this Change Order in a timely manner. Please don't hesitate to reach out to me if you need any further explanation or backup documentation. Sincerely, 0.9.10.1 Wed FWaJara, ,FKYa Jaw.lr:an Kyle Jones a E6�„:'o'= Oah 1626 II V 11,11 a o6's Kyle Jones,PE,DBIA,CCM Construction Manager PTR22379 T:\4.0 CONSTRUCTION\4.40 Contract Mod\4.43 Chg Orders\Change Order No.7 lir Project Port Arthur Main WWTP Improvements Project Number Owner City of Port Arthur PR22416 Contractor Alico,LLC TX 870 Construction Manager Kyle Jones,PE,DBIA,CCM PTR22379 Design Professional Murali Erat, P.E. PTR22379 CoPA Account No. 405 40 000 8516 00 00 000 CoPA Project No. W50023 Change Order No. 008 Date 11/14/2025 Item_ Description Additional Days Change Amount 1 Change Proposal#20- Install Three Entergy Anchor Points at MOLS 0 $ 2,183.85 2 Change Proposal#21 -Rock Drive for Entergy at MOLS 0 $ 19,410.85 3 Change Proposal#22-Conduit Credit at MOLS,Pump Removed 0 $ (15,482.09) 4 Change Proposal#24-MOLS Bypass,9/21/25 to 03/21/26 45 $ 412,662.00 5 Change Proposal#26 MOLS Entergy Conduit Rework 45 $ 111,452.79 6 Change Proposal#28 Automatic Strainers Deduct 0 $ (90,699.63) 7 Change Proposal#25-Chlorine Contact Basin Weir Height 0 $ 18,647.25 8 0 $ 9 0 $ Net Change in Contract Price this Change Order $ 458,175.02 Net Change in Contract Time this Change Order 90 Days The compensation in this Change Order is the full,complete, and final compensation for all costs Contractor may incur because of or relating to this change whether said costs are known, unknown,foreseen, or unforeseen at this time, including without limitation, any cost for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged Work because of this Change Order. The changes in Contract Times ore the complete and final adjustments for imports to the ability of Contractor to complete the Work within the Contract Times and are the only adjustments to which Contractor is entitled. All terms and provisions of the Contract Documents remain in effect except as specifically modified by this Change Order. Original Contract Amount: $ 73,643,227.00 Net from Previous Change Orders: $ (3,521,420.43) Total Amount of This Change Order: $ 458,175.02 Percent Change in Contract Amount of this Change Order: 0.62% Total Percent Change in Contract Amount to Date: -4.16% New Contract Amount: $ 70,579,981.59 Original Contract Duration: 1,580 Calendar Days Additional Contract Days per Previous Change Orders: 300 Calendar Days Additional Contract per This Change Order: 90 Calendar Days Revised Contract Time: 1,970 Calendar Days Previous Revised Substantial Completion Date Original26 5/1/2027 7/30/2027 Final Completion Date 10/3/2026 7/30/2027 10/28/2027 Change Order No.8 Recommended by Design Professional: Recommended by Construction Manager: fJ h,.Ais; Kyle Jones a : 11/17/2025 r s 11/17/2025 4 Murali Erat, PE Date Kyle Jones,PE,DBIA,CCM Date (Freese and Nichols,Inc.) (Freese and Nichols,Inc.) Approved by C tractor: Approved by Owner: 610- Brandon Harri n Date Calvin Matthews,PE Date Vice-President Director of Water Utilities Allco, LLC City of Port Arthur Approved by City Manager: Ronald Burton,CPM Date City Manager City of Port Arthur Change Order No.8 nnom , m v m N A w r� >D 3 a v C ^m aD N >n > £ o o H ` sa -- z" o -4ncap zz 3 vco " do H 32 y rt 1 N = . e CI' d m OD O oaa cp v ° 0m D N 3 Favdvn - N ° 3 - =a o m 5oo NW a yl n n C a o m n y ° ,i, r a D 2 - Ti 3 3 `z- X " r; Z o 5 a ? a c c 1 Z n o , a r m LI d 0 O. A N , H O d 0 n 3 tl O' C t O Z D n N • *r. h O _1 w n 0 T 7 a" ii 0 0 3 0 0 n A A CF c O N Q D d y O Q E O1 n y D N ° 11°, (1 3 O tl O DCI .i - tiYIIT y Ro .. O1p ^ v 1 o m 111111 u OZ G!OOT iii : U N N N V.U N vN O Q, 5 m A , T r p nCv D N O 2 O' O O �n g S O O -1'. 3 p' GI N r. O N n a 0 m . OO� _ !IH 0.tp, OIII O �� a O O O rn = ii Q I-I 73 p dy u C O 3 H Uh III vNliii C cri ODN O oO of j o b i car, p ^D Wa 1.p o N T o - o.m U m 0 0N y !II II H DD N N N U U N N U Ill j j N liii ' II R 11111 III UL II A S UIII UD/AOOy SP°! II!!!! bwym ro 8 oo S S N Shall meet requirements of drawings D7-1 and D9-2. Point of Attachment(Minimum 112'galvanized eye t ,1 911 address shall be a minimum 3" recommended or other suitable attachment) (See lettering marked on structure,or meter Notes 2,5 and 6) enclosure and should be visible from \ street. _ I',. k 1 See Maximum Recommended Distance If k _J. I ' '.1 '1 P 1►/ r Minimum mounting height I for point of attachment ` — ,_ —Mast support rn _ ai _ o � c u`� a) y 4) 1 -See note 2 a c c m ar ' o a) r U c Ground wire attached to wall m ai Ix ci co u 2 N 11 •N __ 3'min a E war ung o io clearance c in (see o m drawing Ea m It D7-1) o' o a Cr) 0 rV -:• / \///\ i \ : \/' i\\/\\//,%i�\%�//�%�%//%A A %A 5/8"X 8'-0"copper clad ground rod and clamp Upper end of ground rod to be flush with or Maximum Recommended below grade in undisturbed soil Distance Amps Length 100 100' NOTES: 200 75' 1.Customer facilities shall comply with Company Standards,the 320 40' National Electrical Code(NEC),and authorities having)urisdicton 2.Customer shall install meter enclosure,conduit,weatherhead. Minimum Customer Wiring Size-Residence Single Phase point of attachment and conductor to point of attachment METER CONDUIT Current carrying 8 neutral COPPER 3.A minimum of 3'0"of each conductor shall extend from the top of SIZE SIZE wire size(per NEC) GROUND the service mast The neutral shall be marked with white tape al both ALUMINUM COPPER WIRE SIZE ends. Neutral can be bare 100 Amp 1.5' #2 #4 #6 4.Main breaker should be within 2'-0"of meter. Outside wall is 200 Amp 2' 4/0 2/0 #4 recommended 320 Amp 3' 500 350 #2 5.Clearance.(See Section 7.3) Wire sizes based upon customer breaker size a.Point of attachment shall be either accessible to Company's For 30, consult the company, Commercial & Industrial wire bucket truck or have enough surface(such as wall or building sizes are typically larger. structure)and sufficient ground space ENTERGY SERVICES, INC. b.Additional height may be required to maintain clearance c.Point of attachment can be no higher than 21'. d.Minimum 10'-0"height to bottom of drip loop allowed when TYPICAL PERMANENT OVERHEAD all traffic under wire does not exceed 8'-0"height SERVICE (UNDER ROOF LINE) 6.No telephone or cable attachment allowed on mast(NEC) 7.Any Service greater than 200 amps,consult the Company. APPROVED BY: JRH DATE: 10/24/2012 CHECKED BY: JED SCALE: 1/8"=1'-0" DRAWN BY: krich95 2 7/2017 UPDATED NOTES ERG 1 10/12 REVISION OF DRAWING SS7.1-1 JED Ent f NO. D7-2 NO. DATE: REVISION BY: APPR: �.' y PLOT 1=1 SH. 1 OF 1 INCORRECT CONNECTION POINT CORRECT CONNECTION POINT SEE CAUTION Existing SEE CAUTION Existing / Company / Company ++ I power line ( power line See)ate 2 Overhead 0 See�te 2 Overhead 0 11 cable -- POOL Ex sting COOL cable�% Existing TREE - Company REE Company Con�nedioint\n BUILDING pole LDING See note z/ POIO x- \ PORCH PORCH front connection within 3 ft of fron D of building on side E closest to pole HOME HOME C K The Company wil not Install an electrical facility over a pool,building,shed,or deck. INCORRECT CONNECTION POINT INCORRECT CONNECTION POINT SEE CAUTION Existng SEE CAUTION Existing Company .- Company ( power line f power line p Existing Overhead Existing Overhead / �.Company cable Company , pole Connection pole cable-,s,+' point within 3 ft. of front of '- PORCH / EMPTY LOT burldin =" / MAYBE 'PORCH BUILT UPON IN HOME FUTURE HOME Connecton point Wrong side of building for connection. Right of way for power line shall be on customer's land or customer shall get right of way from properly owner. METER CLEARANCES TABLE HOUSE CAUTION: 15' Meter _ tS Connection points,when such Maximum Recommended MIN Scckel AINN obstructions interfere with an Distance U overhead service,may need to CAUTION: be moved or converted to Amps Length No gas vo underground(if possible),at 100 100' meters the customers expense. within a 3' fences. 200 75' radius of n N clear 320 40' meter shrubs. enclosure. etc CALL 811 TWO BUSINESS DAYS For residential service, the meter is to be located on the outside BEFORE YOU DIG of the building on the side of the residence within three feet of In locations with underground facilities,the Customer shalt notify One the front wall and outside of the fences on the side most Call and shall have One Call locate all underground facilities before economical to reach the company's facilities. Main Breaker digging. It shall be the responsibility of the Customer to stay clear of should be located outside within 2 feet of meter. all underground facilities Notes: 1.NEVER build structures under or over existing electrical lines or facilities Check ENTERGY SERVICES, INC. with the Company for clearances 2.Contact Company for clearances prior to pool construction. OVERHEAD SERVICE 3.See Section 9.4 for meter location.Connection point shall be pre-approved by the Company. INSTALLATION DETAILS 4 See TABLE for maximum recommended service lengths Longer lengths than those in the table may require the Company to install an additional pole.This may involve APPROVED BY: JRH DATE: 01/09/2013 additional cost(typically$1500 or more),to the customer CHECKED BY: JED SCALE: None 5.The Customer is responsible for clearing and maintaining all right of wa 2 06/15/17 Revised notes os needed. ERG DRAWN BY: krich95 1 01/13 REVISION OF DRAWING SS7.2-1 JED No. D7-1 NO. DATE: REVISION BY: APPR: Ent6YJf PLOT 1=1 SH. 1 OF 1 "n1 a C-r:a:.,.. 1t Pr- 120V I p 1111 240V co 120V I''! A customer supplied and- ., N i _ _ installed leaser wire is required all from the neutral lug to a 5th _ll_ terminal mounted on the left side of the l meter block bet the 11 II line and load terminals p p _I 1_-' .1 1"' I GROUND r. ICI STUD 11 �, tl 11I II ilk Ill TO N TO ILOAD GROUND LOAD 1 .���11111���I GROUND 7—(PER NEC) 7—(PER NEC) TYPE S TYPE S 3 WIRE SINGLE PHASE 120/240 VOLTS_ 3 WIRE SINGLE PHASE 120/208 WYE VOLTS CAUTION: 4SOURCE _ For 480 volt service.see W , drawing D9-4. U — CY = i D l For 277/480 volt service Q ^ Customer shall furnish to and install a Company _ approved.Company lockable,non fused LINE ' B LINE A 3 V disconnect switch on the SIDE SIDE supply side of the meter base and a separate load side disconnect with �A P7� overcurrent protection / / 'i within 2 ft.of the meter IICompany shall control the ��� I supply side disconnect It shall be labeled"Utility /.� Disconnect'see§I.5 - P/, Labels and Disconnects and it shall be available to \ I I \ I I Company 24 hours a day without notice \_ LOAD 1 I = GROUND LOAD I I _ (PER NEC)D SIDE - (PER NEC) SIDE AB CN AB CN THREE PHASE 4 WIRE DELTA THREE PHASE 4 WIRE WYE 120/240 VOLTS 120/208 or 277/480 VOLTS ENTERGY SERVICES, INC. NOTES: WIRING DIAGRAM CONNECTIONS 1. Ungrounded Conductor with the Higher Voltage to Ground FOR OVERHEAD (Phase marked C) must be marked orange. 2. All sockets, except residential single phase less than 320 SELF CONTAINED METERS Amps, shall have a manual mechanical gang operated bypass APPROVED BY: JRH DATE: 01/14/2013 switch. CHECKED BY: JED SCALE: NONE 3. Lood and supply wires shall not cross in the meter socket. . DRAWN BY: krich95 2 06/15/17 Revised notes as needed. ERG 1 01/13 REVISION OF DRAWING SS11.8-1 JEDlb F A No. D9-2 NO DATE REVSIGN BY APPR Entergy PLOT 1=1 SH. 1 OF 2 2018 Edition 12 " 0 30 " A m1 4 " v C) A v 14 " 0 P late will be located on interior of wall to distribute t he weight of t he 3 runs of 500quad . I Z t • I , ,s1' \ . t r 1' • r 1 I I • . , I �, . .. ' , . . / . . . . •, , 1 ' ii r . , .. , . , , : . . • . , , . . , . „„.. 1 , . . . . \\ , . :,'\ k' E _ ., , , .„.,,,it,,,,,i.t....;.4_,.: S I/ ' Ili'' ', I: . ...: r' f r ) ' .r: — -----iNi. . t e J v ' ., �`, - l �� i : O S ES' ,, ' ,,' ...... ,. ,,.. ..., / ,..-.. - 1.• , , ... - t • #.7 ,.. . - , -. .. •• . .. ... ., . • v ,, . • ' * . , ',s-.,.'7; k:...i,. ;:.,,..:, ,„ ,,!,. ...-:.,i, ,., ,•,. 7 4 ._ ..4, •L :., ,..,,, , . ,... . . i.„. . .. . . . .. .. . . , fl ' . ,,, ••,:., , . .._. ..... . , • la ',...-4 4 A., :.•- ::*,.' , • 4 ., ,, ,, - . . . . .ir ••',--',!: s- , :, . , .. L ..f.,,, '4.' /417 It P „ . -„ 1 4 •"- - .'.. . # ) ', / 2 • Alv''''!"4:4;'''-e•J./. - . 4 ..,, ,,• • ,___-, A, .., - Flab,. w , / foyir N. • . ... . , .. .. 7e,..!.... I a._ ....., ,.. ,4' jelliMitYr AV/ 4.1' 4 ' .4 .,••'' 4,,,.;' .. .,.. i`. .•-1. '.* %•Ili . - ' . %. ',,, ''•/'"' . .j. ,'„cp,-.;kt :, • . . ., ._,• , - .. Nowa , „, r - 7;.4% I .. . . ' .e..,1.,;* J..- . ..fr . ,.. ,.. , •. , .1., • ,..•'.• 70•I'Ac •• ..ti • - , . . . ....t .(,. , , , • , ,,,a&,, • ,.2........k„ , • J . 4t,'.' ‘N`traii */ \I i. ' , '..11*, , . A,•'' , 7 , , 0 ie ri ,... ..,. v\•,4., ( I ',i, '.- •-.(•-_,;--I-'' • . _.„.....--•-------. . ,,-,.",,,fil: ,,•,,,,,„,tii.o...•:„,c, ‘ ., .., . . -- .t.,-2., -1--1,4‘0)- - •..8".• .• • -I' , .-,,,•-----., -.,.;‘,.-..„1'• t .r.,:-...' _ , ,... ....: 4 • tr • . 1 1 t„'. -,..)-.'.k. ,,..', . .... .......... . woo , ... v. , ___ _____:. _ ..... _ 4' . '-: ..ii ........ ,, ._._ ,., Ilk.,..„. ..„ ,... , ,... . . . % - . 4,q 14 4 , . '4 : m3 3 a',' o n n a O m p ^ W 3 r m c551. O a A O.�n c O w 3 *` n C °' .. 2 a A c c o,ON O D c K A e, 2 Y N .Z a i � = 3 s c F,r m r m 2 0 2 A �' O1 u 3 l ° 3 n on A f. -a y y n m o 2 rb ° S A O + w m n' n » a Z C ,3 p p o a n c p e. A m Q x �" D u a a c ‘2, o a _ - 3 • m d ° J N 9 J Q Y p n : N C n = N ? 2i Z n O .. p C n _C u n tz 3 » n u 'm a " c a R o A n r d • n O p F j a !1 O N m _ n ° n x. _ ° A f O r ° 3-^ J .3_ c o. o u 0 o a 3 :3..3A n o 0 - o O i 3 a y.. 3 r to r- a u e c c. p X p 3 a nm O -3 G i m e 0 I J n 3 O J d i -° I I S W O▪d y A y O u 00 Q O a 'y n _ICI u n a N ° m O ro a [ A a ^ u O ° n v o opi a 3 m $ m .c to to to VN N to N to ! N to N to N n p m 0 fl C�lr O J ^ �,O J i N 1 a o d a ^� > 0 0 ?; 3 o to a Z J ^ 3 a • N m .� w to .-L. u "ppf' , o n °o .•.o T O r tp V°� A S S S N — O 8 4 -r: A O 2 b O p O tg 0 8 S S O O $ 8 O n m O d Q N ? 3 A° u R a' D a TM n-O A ca n< Cl30 m3 o f 1 I 0No • c ° 3 %y w m 5 w a D o a � o Y o= m� 0 00 o wa_ , a..2. r J _ d o c o o ° �c 3 o 0 Y _ W O N to to N N IA A 6 N O J v a, m c N n V jO . A le in. Y f 8' a a V o o nn N o O . S• O — O n �^ 2-3 to to to N lA N to In C pY J J d O u Y o 6 3 3 9. A N • W W W W O O O O p 0 0 _ En Ento to to N id, a a c 0 c o v ^ 3 o o 0 0 m o a 0 808$8$8 ^ n C to to to N to to to to to to to _— Q j 0 N J w J Y O O C C Y II. - V . a A I. N -1 n Y ° {EA O N o O O O O O Q w a g .Z •O p ptt M a O L H O 8 S O S S S 8 -_ O'q .z 3.4 2 W O E C .1 02 O A • a 3 s c :. p O c c Ea ° m 3 3 a n _ _ in o v. v. v. N IA N N U N to to to U U to to to n a V a X N A N tp a N W ° lb N N A _ V la w tT iv ka~p~p N~ A Al Y U W O, O N 10 A O O iA 8 0 0 8 0 8 O g o 88 8888888 0 . • ti n . - S_ ,.": � ?s-4 'a' , .4` ..4, ram. if% `. . ,5 ; - t. 4jj ' , i j ,' .. 1 , I. Si r11 -, • yi, ,1 •.I r, 0 a 1 r fa 1 .�t. -• •o����� �' � v n n O O o n � o 0 0� 3 r � n R7 - O t H. o0 e0 _0 o• 2. 3 a nw , = - n 77 nF77. Z N^t n A 0^- �i n - c, ' c 0 7.7. n 0. C < -3 C CCn c .n. m ... cr > m -i -3 -e o� r, e+ n a n ! N o _ D H z N o o• N o El Et 9 3' c m 1 rrrt Z z -3 to Vi a w N c c v. 0 0 0 0 0 ti ° ;,o Er cn Dyv' o n H 3 n , to ,, o °' c o ry C fl 'O. n 'OU- n '-r7 3 F c O a. o , 7? a n S m =. o• o z a' O o a t U w o o DI w c. n rn T m T O „d r, n v n d O n , '-'3 a o M 0 z o D u v a v ° 9 ;' n c (� " o r. l= 0 3 o r 0 n T T. 'd -3n - N m v r r , 7o y ° c o 0 o c0 w o m = o '52 n o c O 7 -I y O O' IIIl o 0, .-IO — a n 11 pa c,, m c R. c O N O17; N w O, o o "? n ? c EA 6n Cl) CA CA EA Cl) Cl) 0 CM EA b9 0 'O^ n W O C) n F w w F a n w m = .3 G - -, 0 D A - O O n w 1111 N "3 -, O O d d b Z 4 00 w 0 0 �- o 3. o m - - O !;— - n O 0 v 0d c 3 00 w 70 A111111 oo z p I73 ll w 11 ° 11 Q c o o 3 5 v0 & m (� Cr 0.-_, IIIv ' - O $ on = U C cn Cd -O. O O ON 112 LA w O O n -j Q . rt C'. 7 g U n, 0 0 �' n 0 n - 0 d o ►_ a w w .- ] c 0 0 o C) C y A a. : 0 an 5 N y -n C l.+ N d N N 7 �) n OD �O '-� ...J ry C\ d 00 a o o o :1 o m ' O o — E. n .n o n Hi 69 EA f! 6n N1 Cl) n ? c w a .0 . o.,ro n .- w c c n n A - N A .I N A j, a . O % K Aw IQ O COw NJ A o▪ ho H 3 V d Co tJ U O 00 -1 tJ U Cl 0 t(0 U. A O O.. v 0 _ n �' a tr 3 0 n 111111 _F F O d c n 3 0 3 0 v O cA rn O e 0�� a 00 c O 7 , - c c n �, Qo < a C •C 'cJ • rnn. 3 n O O 1111 w w o ff 'v 46 p ] w 8 n o 0 40 111111 oJ'o a _ 3b N EA +n EA Vl EA EH EH EA EA O O VD y Cl) VI tn O 0�- N 0 1-�p U W .JD 00 J O J .! N ao O AA g : �l w v' J A J (,.d - tJ H to -...) O, N 00 3+1 . ON W Co '^ ✓ V v 00 .N. ON 1 ;a O1, 1 iy;o ,1:� r� 3 1� z O OD /j- O \ ct3✓� T. • b �dm r \ " \ co: Z \ m \ b Z b \• � , m \ • Y,? 'oa € 5 iV. z \ e ' o' j,. =l4^n.2- gY = MS-9p2F 0 go .n' 3 6,o,C ,itL -2 P. 3yo a of iot Y; ~E$ g . i. aI d .�tt g HE '" - . - - - s £ o ; - i 3! ,n ee9 i;; $5 `�" C; m !I OA ill 2 F i t £ - i d g 1E i! r 5: p D a 1 , .. e E -o n Za A. $ = .y . I ! I o oftttJIfl ' s ; a R zRag e RL o' y £r + , \\\ , 0 '` " '• r•` �` 15 r Ci,vp:PORT ARTHUR TE:ffRSU1!COu`iry,TEYAS• ,���..� ^�mx.n' PORT ARTHUR WWTP IMPROVEMENTS FREESE 1.% _�;• SN NOLS .o3w• a! W _ . '". CICCTIRCA. .».� .y.i I. „„ „, MAIN OUTFALL LIFT STATION , Y 55 SITE PLAN .007/A, THE REYNOLDS QUOTE COMPANY tiltlor MI( lPPI 10502 GREENS CROSSING BLVD Entered Date Customer PO# Customer# Order# HOUSTON.TX 77038•1494 (713)426.8400 7/29/25 16285 25940701-00 Placed By Sales Rep In Sales Rep Out CARLY ESPADA CHAD M.BEATY Taken By Requested Ship Date Printed Date and Time CMB 7/30/25 7/29/25 11.28 AM Bill To Ship To W-INDUSTRIES,INC W INDUSTRIES INC ATTN.ACCOUNTS PAYABLE 8303 THORA LN 8303 THORA LN SPRING,TX 77379-3160 SPRING,TX 77379-3160 WE ARE PLEASED TO PROVIDE THE FOLLOWING QUOTE FOR YOUR REVIEW QUOTES ARE VALID FOR 30 DAYS WITH THE EXCEPTION OF COMMODITIES OR WHERE OTHERWISE NOTED Instructions Reference DO NOT ACCEPT VERBAL PURCHASE Ship Point Ship Via Terms THE REYNOLDS COMPANY-HOUSTON OT ROUTE4 NET30 Notes Line Product and Description Quote Qty Net Avail Estimated Unit Price Price UM Net Amount($) Ship Date 1 CONDPVCI1/2 210.00 210.00 7130/25 68.00 C 142.80 PVC CONDUIT 10FT 1-1/2 SCHEDULE 40 naps+rwwwreyr:'tdsorame candProducttapproved vender jowl I.2?equo:e-lrue 2 CONDPVCBASESPACER2X2 12 00 12.00 7/30/25 60.87 C 7.30 PVC BASE SPACER 2X2 h nps Avnw ro,nr...sr: a:e r1-odcctrapproved".ereor.pwbesespacer2s2'lequate In.e 3 CONDPVCCPLGII/2 5.00 5.00 7/30/25 43.21 C 2.16 PVC COUPLING 1-1/2 Wits thmvr rep old oetrre consiProductlapproved-ve'dor pvccp17r 1.2?cquole't ue 4 CONDPVCFA1112 2.00 2.00 7/30/25 53,36 C 1.07 PVC FEMALE ADAPTER 1-1/2 ✓ites,Nnm reynr"ds.M•le canuProducvapo used se-dcr pe.fal t.2?na'ro'e-ove 5 CONDALC3/4 50.00 50.00 7/30/25 116 75 C 58.38 ALUM CONDUIT 3/4 h nps liewes reyrratdsoNere rendPraducdapproved candor aIOJ?equote=lnrc 6 WIREXHHW10BK500 1,000 00 1,000.00 7/30/25 304.82 M 304 82 XHHW 10 BLK 7STR CU 500 naps Mows reyno esanlre cemProductlapero•:ed•vendor-rSwlObk5GC'eruo:e=:roe 7 EGSMLB57SA 2.00 2.00 7/30/25 25.50 E 51.00 APP LB57SA 1/21N FRM7 LB ALUM Nips!Awes reynoidsoeOna'Producoapp:eton applbhisa?equolt'We 8 EGSMRB15075 2.00 2.00 7/30/25 347.42 C 6.95 APP R8150-75 1-1/2X3/4 RED BUSH nnps fNnv::reyno'6son,erasrom'Produc'app'etor,-rir15075?iGucta=uve THE ESTIMATED SHIP DATE IS ONLY ACCURATE FOR IMMEDIATE ORDERS AND IS BASED ON AVAILABILITY AT THE TIME OF ORDER. Tor:sole at products and sancta oy Setter o subject to Seller's gene'at teems and cores-tors of safe("Scent's Tennel es altscned to Ihms dcccment cr as other roe posted on Se'ter s vebsne,h•.Ipv Inu nv reytrofdsorr-no comaarms and condrtto i S.et objects to and rejects any terms or candibons That may appear on or are referenced n Customers purchase ceder or other documents that are in addillen!nor orher'vise noses sten!v:th Seers Terms Customers wept or acceptance of del-tory of arty ordered rem abe•:e eM cornbtete its acceptance of Seders Tercets. Page 1 of 2 „ma THE REYNOLDS QUOTE COMPANY I-I FC T Pi; 10502 GREENS CROSSING BLVD Entered Date Customer PO# Customer# Order# HOUSTON,TX 77038-1494 (713)426-8400 7/29/25 16285 25940701-00 Placed By Sales Rep In Sales Rep Out CARLY ESPADA CHAD M.BEATY Taken By Requested Ship Date Printed Date and Time CMB 7/30/25 7/29/25 1128 AM Bill To Ship To W-INDUSTRIES,INC W-INDUSTRIES INC ATTN:ACCOUNTS PAYABLE 8303 THORA LN 8303 THORA LN SPRING,TX 77379 3160 SPRING TX 77379-3160 8 Lines Total Total Qty Quoted 1,283.00 Subtotal 574.48 Taxes 0.00 Total 574.48 THE ESTIMATED SHIP DATE IS ONLY ACCURATE FOR IMMEDIATE ORDERS AND IS BASED ON AVAILABILITY AT THE TIME OF ORDER. The sale of products and sernces by Setters subject to Seders genera terms and cond bons or deO Setters Tens')as epaaed tows document cl es o!herane potted on Setters nrebs:o h!ipsa.•.Ysw reya4s0n ne C.:demn-and canGeons Seger objects to and rejects any terms or condetons that may appear on or ate teterenced in Customer's purchase order or other dontments that are in ad4can to or othemisn u:consste.-.t dv,!h Set'ers Terms Customers receipt or acceptance of delivery of any ordered dent above oil constable ds acceptance of Senors Terms Page 2 of 2 • Kyle Jones From: Richard Provolt Sent: Thursday,July 17, 2025 8:03 PM To: Brittany Stutes Cc: Michael Schuster; Matt Cartwright; Murali Erat Subject: FW: FW: PTR22379: MOLS Existing Pump at Old Lift Station Brittany, Please pull together for CP-14 which will be a credit tot the W Industries work we are deleting below. For all credit CP'please include the labor cost and mark ups that were included in the bid to install these items. Regards, Richard From: Richard Provolt Sent: Monday, May 5, 2025 9:43 AM To:JESS LIAO<jess.liao@portarthurtx.gov> Cc:Michael Schuster<Michael.Schuster@freese.com>; Matt Cartwright<Matt.Cartwright@freese.com> Subject:RE: FW: PTR22379: MOLS Existing Pump at Old Lift Station Jess, Thanks for the quick response.We will pursue a credit. Regards, Richard From:JESS LIAO<jess.liao@portarthurtx.gov> Sent: Monday, May 5, 2025 9:24 AM To:Richard Provolt<grp@freese.com> Subject: RE:FW: PTR22379: MOLS Existing Pump at Old Lift Station This is an email from an EXTERNAL source.DO NOT click links or open attachments without positive sender verification of purpose.Never enter USERNAME, PASSWORD or sensitive information on linked pages from this email. Please report all suspicious messages using the Report Message button in Outlook. Richard, We do not need any electricity work at red line location.The city agree to have the credit. Best Regards, Jess Liao, PE Utility Assistant Director Office:409-983-8193 444 4th St, City of Port Arthur,TX *This email and its attachments may be confidential and are intended solely for the use of the individual to whom it is addressed.Any views or opinions expressed are solely those of the author and do not necessarily represent those of the City of Port Arthur. If you are not the intended recipient of this email and its attachments,you must take no action based upon them, nor must you copy or show them to anyone. Please reply to the sender if you believe you have received this email in error. From:Richard Provolt<gp@freese.comn> Sent: Monday, May 5, 2025 9:07 AM To:JESS LIAO<jess.liao@portarthurtx.gov> Subject: [NON-CoPAJ FW: PTR22379: MOLS Existing Pump at Old Lift Station Here is what I had. Regards, Richard From: Michael Schuster<Michae{_Schuster@freese.com> Sent:Sunday, May 4, 2025 9:54 AM To: Richard Provolt<grp@freese.com>; Matt Cartwright<Matt.Cartwright@freese.com> Cc:Jeremy Heine<Jeremy_Heine@lreese.corp> Subject: RE: PTR22379: MOLS Existing Pump at Old Lift Station Richard, Any word on this one? Thanks. Michael P.Schuster, P.E. Associate Freese and Nichols, Inc. 817-735-7371 office Michael.Schuster@freese.com From:Richard Provolt<grp@freese.com> Sent:Tuesday,April 22, 2025 10:56 PM To: Michael Schuster<Mrchael.Schuster@freese.com>;Matt Cartwright<Matt.Cartwright@freese.com> Cc:Jeremy Heine<Jeremv.Herne@freese.com> Subject: RE: PTR22379: MOLS Existing Pump at Old Lift Station Michael, Thanks for the heads up I will check with the City on what their plans are. Regards, Richard From: Michael Schuster<Michael.Schuster@freese.com> Sent:Tuesday,April 22,2025 9:23 AM 2 To:Richard Provolt<grp@freese.com>; Matt Cartwright<Matt.Cartwright@freese.com> Subject:FW: PTR22379: MOLS Existing Pump at Old Lift Station Richard and Matt, I wanted you to be aware of some of my coordination with Rami.The Main outfall lift station had a small self-priming pump that was used to pump out another well on the property.The electrician below told Rami that the pump is no longer there. If the City does not plan to reinstall this pump, then I think it would be best to have the electrical removed and provide a credit to the Owner. I would imagine this would be a credit to cover conduit/wire and excavation as they probably have already procured the pump starter. Thanks. Michael P.Schuster, P.E. Associate Freese and Nichols, Inc. 817-735-7371 office Michael.Schuster@freese.com From: Rami Abusheikh<Rami.Abusheikh@freese.com> Sent:Thursday,April 17,2025 2:31 PM To:Michael Schuster<Michael.Schuster@freese.com> Subject: PTR22379: MOLS Existing Pump at Old Lift Station Michael, I'm on site and was chatting with W-Industries about the ongoing electrical work and their site superintendent pointed out the duct banks highlighted below. Are the floats and those duct banks still needed if the pump at the old lift station has been demolished? Note 8 says existing panel board to remain yet there's no panel board. Note 12 mentions installing floats... are those floats supposed to control the existing pump which is no longer there? Sheet E-3: 3 LP OM 01 P Pump ira., y 13 1 1 LSH-0050.01C — Li-en No"rod LSI-0050-01C I t 67 / CS a , /� 11 A ® !! E 11 i� LIFT STATION / VW s� \ ae/i/PUMP STARTER IIfTSTATION gO \\ / // 0 O © LIFT STATION Q' ® IVRE E-4 FOR CON I INUATION N 8. EXISTING PANEIBOARD LP-LS TO REMAIN. PROVIDE 3 ri10, #10G., 1 1/2"C, FROM PANEL LP1, 12. PROVIDE FLOAT SWITCHES LSH-0050 01 AND LSL•0050-01 IN EXISTING LIFT PUMP WET WELL SWITCH ELEVATIONS. E-10: 4 • L9 o o O i o ai -, r r - 21'1'1 21'1'S H U n 11111 1PI'S ?PI S • alli I600AF/1G09AT PQ15'ER 2000AT/2000A1 POWER • 1P __--- _QUALITY ,--{A10 ----' +�3P QUALITY METER '' ILSIGI METER 115161 --r- r ist5 (('�' Gal I 2 d' (_ u �11 �I l 1 ` • 1l \\ t /O ,,)1P�1" .1 1P00A 11 SOOA 01 1FL1A d�3N'A i 1pAt: _L_ l J �' TL d N d In, a •P A. N • y � 2 Y n\ q o O N N M t:1 1, O ' 0 0 •0 C-7 o o Si' o o 9 a Q o ! p o '--. " o i n,� 0 .n' 0 .; ¢ is ii -a 'V JO.N v — " m , y .n _.N N r o• r PUMP I PUMP 2 PUMP 3 PUMP 4 SSRVS-0110 01 I SSRVS-0110-U2 I VFU-0110-U3 ` VFU 011004 I I 13P I • I - - - J -v VENTI.ATION fONTROI PA\E&Q I I u 0 . 7 I ! I u ryV , L -11 CI .1n o in O ev n V' ..1 , s r 4 9 q 0 O. 0o Q o l L ail It N N 1' , N H el r M — 0 U U U V 0 N ^� N r — N a v � '_' v n a' a o �, '� o M O e.1 ' .1 + C r' FUM1SPI PUMP2 PUMPS PUMP4 ' TERMINATION 1E11MINAIION TERMINATION TERMINATION `en NI M N M MI N 'mil CABINET CABINET CABINET CABINET .• a Fa ,j, a 9 ft s a C s h W ti W Nr W N = 7N1 " ( W it A R �. F >1 VU !n M M C r1 e �- f . 130A f lion f , 130A f . l3UA ? rr I OP I liP I IWP I 13P ((( com u% ti L • JNF L JNF JNF L UNF S m a T.. T s s i ,, 2. LLN i Tr ,I IT a _ N r 2 G q m O m :a T t+ • N � � � � N 0. 4 'i t7 4 z O b N T L. hl N N N - W W W r1 a u rr M II: I., c'e-1 Y , 21S 0 0 1/2 0 C PUMP l PUMP 2 PUMP 3 PUMP 4 EXHAUST FAN EXHAUST FAN EXHAUST FAN EXHAUST FAN MO-SBP 01 MO-SB11 02 MO SBP 03 MO SW'04 EF 1 EF 2 EF 3 EF 4 1, 1 FLA:520A FLA:520A FLA454A FLA.2S4A 5 Rami Abusheikh,PE I Construction Manager I Freese and Nichols,Inc. 1832-456 4736 I rami.abuslheil<h@freese.com I www free5e con FREESE Malcolm Baldrige • L� , c National Quality Award ��Ctf7�i.7 Recipient 2010&2024 This electronic mail message is intended exclusively for the individual or entity to which it is addressed.This message, together with any attachment, may contain the sender's organization's confidential and privileged information.The recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the information except as authorized by sender's organization.Any unauthorized review, printing, retention,copying, disclosure,distribution,retransmission,dissemination or other use of,or taking of any action in reliance upon,this information by persons or entities other than the intended recipient is prohibited. If you received this message in error, please immediately contact the sender by reply email and delete all copies of the material from any computer.Thank you for your cooperation. This email and its attachments may be confidential and are intended solely for the use of the individual to whom it is addressed.Any views or opinions expressed are solely those of the author and do not necessarily represent those of the City of Port Arthur. If you are not the intended recipient of this email and its attachments,you must take no action based upon them, nor must you copy or show them to anyone. Please reply to the sender if you believe you have received this email in error. 6 ll Design Build A Construction Management General Contractors IMMIN P.O.Box 3684,Beaumont,Texas 77704 Phone:409-860-4459 Fax:409-860-3857 Email:allco@allco.com October 1,2025 Freese&Nichols 10497 Town&Country Way,Suite 500 Houston,TX 77024 Attn: Richard Provolt Re: City of Port Arthur WWTP Improvements Project Change Proposal—Additional Bypass Pumping(MOLS Entergy Issues) Dear Mr.Provolt: Allco proposes the following change order in the amount of$412,662.00 for additional bypass pumping at the Main Outfall Lift Station: DESCRIPTION/COST SUMMARY Allco is unable to proceed with pump start up due to new Entergy requirements for a disconnect switch on the outside of the building;bypass pumps will remain in service until the new pumps are put online;The duration below is estimated and will be adjusted as needed Pricing includes bypass rental costs,fuel,and maintenance for six months;Allco will honor the previously approved rate for bypass pumping(see attached for backup) Time Extension—TBD ITEM QTY UNIT UNIT PRICE TOTAL Bypass Pumping-MOLS Entergy 6 MOS $68,777.00 $412,662.00 Issues —— — Please contact the undersigned if you have questions or issues regarding this matter. Respectfully, Allco, LLC randon H rison til rr����' �Chi -r ��n� ti rtt ?te a.. 4 -5.' '90-:t T. T- atir FREESE • 11200 Broadway St.,Suite 2320 r Peariand,Texas 77584 + 832-456-4700 r FAX 817-735-7491 tr,P G 1411 March 27,2025 Calvin Matthews,PE Director of Water Utilities City of Port Arthur Texas 444 4`"Street • Port Arthur,TX 77640 • Re: Project No.R15056 Port Arthur Main WWTP Improvements:Change Order No.006 Dear Mr.Matthews: Included with this letter is Change Order No. 006 for the above-referenced project. This letter is to serve as a narrative along with the supporting documentation attached.All the items included in this change order will be funded by the City of Port Arthur's CIP Account No.405-40-000-8516-00-00-000,No.W50023. Item No. 1:Main Outfall Lift Station Additional(Upstream)Bypass Bumping This change order includes all bypass pumping and related charges Incurred since November 5,2024,and those projected through September 17,2025.Per the contract's Special Procedures,the contractor was to utilize the existing pumps at the Main Outfall Lift Station during installation of the new pumps.However, the existing pumps have been Inoperable since November 2024,necessitating continuous bypass pumping. Compounding the issue,the existing sluice gates required to Isolate the sewer box were also Inoperable.As a result,two additional bypass pumps were installed upstream to allow for placement of an inflatable plug and diversion of flow,enabling Installation of new knife gates at the pump inlets per the IFC Plans. The work involving the two additional bypass pumps to facilitate the knife gate installation has been completed.Bypass pumping will remain in place until at least two of the new pumps at the Main Outfall Lift Station are brought online,which the contractor currently forecasts to be completed by September 2025. Total Cost:$805,251.12 Additional Days:180 Calendar Days To summarize,this Change Order has an overall cost increase of$805,251.12 and 180 additional calendar days to the contract time.There will be subsequent change orders for the remaining work that is still ongoing related to the work change directive. I hope the above narrative,along with the included supporting documentation,provides adequate Information to be able to process this Change Order In a timely manner.Please don't hesitate to reach out to me if you need any further explanation or backup documentation. Sincerely, Raml Abushelkh,P.E. Construction Manager S cc:Jess Llao,Hanl Tohme,Murall Erat,Matt Cartwright 1 PTR22379 T:\4.0 CONSTRUCTION\4.40 Contract Mod\4.43 Chg Orders\Change Order No.6 3 t1 iI F. CHANGE ORDER Project Port Arthur Main WWTP Improvements Project Number Owner City of Port Arthur PR22416 Contractor Alico,LLC TX 870 Construction Manager Rami Aubhse(kh,P.E. PTR22379 Design Professional Mural!Erat,P.E. PTR22379 CoPA Account No. 169-07-015-8516.00-40.000;404.40-000.8516-00-00-000 CoPA Project No. ARP002-GRE-WWT; TW-0003-CON Change Order No. 006 Date 3/27/2025 Item Description Additional Days Change Amount 1 Bypass Pumping from 11/5/24 to 3/21/25 60 $ 329,818.12 2 Additional Bypass Pumps from 1/2/25 to 3/21/25 it. 60 $ 62,771.00 3 Bypass Pumps to Complete MOLS Work —tv rnos e, lob 7 77.e' 60 $ 412,662.00 4 5 I ( Net Change in Contract Price this Change Order $ 805,251.12 Net Change in Contract Time this Change Order 180 Days The compensation in this Change Order Is the full,complete,and final compensation for all costs Contractor moy incur because of or relating to this change whether said costs are known,unknown,foreseen,or unforeseen at this time,including without limitation,any cost for delay,extended overhead,ripple or impact cost,or any other effect on changed or unchanged Work because of this Change I Order. The changes in Contract Times ore the complete and final adjustments far impacts to the ability of Contractor to complete the Work within the Contract Times and are the only adjustments to which Contractor is entitled.All terms and provisions of the Contract { Documents remain In effect except os specifically modified by this Change Order. i ( 1 i Original Contract Amount: $ 73,643,227.00 Net from Previous Change Orders: $ (4,684,370.57) Total Amount of This Change Order: $ 805,251.12 Percent Change in Contract Amount of this Change Order: 1.09% Total Percent Change in Contract Amount to Date: -5.27% New Contract Amount: $ 69,764,107.55 Original Contract Duration: 1,580 Calendar Days Additional Contract Days per Previous Change Orders: 75 Calendar Days Additional Contract per This Change Order: 180 Calendar Days Revised Contract lime: 1,835 Calendar Days 1 Original Previous Revised k Substantial Completion Date 7/5/2026 9/18/2026 3/17/2027 HFinal Completion Date 10/3/2026 12/17/2026 6/15/2027 4 a 1 i l 4 3 1 S 11 All Design Build Construction Miinagennent General Contractors MEN P.O.Box 3684,Beaumont,Texas 77704 Phone:409-860-4459 Fax:409-860-3857 Email:alico(talico.com March 7,2025 Freese&Nichols 10497 Town&Country Way,Suite 500 Houston,TX 77024 Attn:Rami Abushelkh Re: City of Port Arthur WWTP Improvements Project Change Proposal—Additional Bypass Pumping(MOLS) Dear Mr.Abushelkh: Alico proposes the following change order in the amount of$412,662.00 for additional bypass pumping at the Main Outfall Lift Station: DESCRIPTION/COST SUMMARY The pumps at the Main Outfall Lift Station are ALL out of operation. Per the specifications,all the pumps at the MOLS were assumed to be in operation and would be taken down two at a time. At no point during this project have all four pumps been operational and Allco has incurred significant bypass pumping costs to maintain flows. The City is now on full bypass until we put two(2)new pumps online. We estimate this process will take approximately six months. Pricing includes bypass rental costs,fuel,and maintenance for six months;The monthly bypass costs amounts to $68,777.00 per month The change order assumes we return the bypass to its original arrangement;additional costs will be needed if we are required to continue bypassing the main wet well Time Extension-180 Calendar Days ITEM LABOR MATERIALS EQUIPMENT SUBS MARKUP/OH TOTAL Bypass Pumping- $27,734.00 $140,292.00 $0.00 $190,812.00 $53,824.00 $412,662.00 Additional(6 months) Please contact the undersigned if you have questions or issues regarding this matter. Respectfully, Allco, LLC Brandon H rison AwoN.. ,-..-. vA AwA Z Onnom z q g o o n' 3;r, " r. N N N = w b A n A n <<C O m O w o o E O ••; c 'N 3 O N N r r N W O O Z N m n y y O m w w p R 3 >< 0 C tNn N w Y z N o°00 3 K C C D 70 yT v 72 'd 3 °' ° OA'�m btim.- A . n <i< 93 3cp-b ,_�11 v 3 `� o .. ° - C N C Ow,O g r X v A S A 3< C N 3 C _A ,, O O An n - 3 D m Z n 0 y Z Z N n Z v 9= -1 e.a? v m m-1• m N' w•G v c i g u F N C o p 0 C_ *Z =A A A O Z S A O Y a _ a , D -lay'° 'D yCC OZ,Aa20nm y Y 7 3 ; A =N O 2 P w 0(sal C_ o- n .. D Om O O m n-1 O O O ? r Jc D n d o' y O o p D C D A m .? _ 3 N A ,, ,n Z O I� 'O O m O Or a D N " C N p O ? £ Q N P1 p N A 3 N ✓ 3 o . z D E n a 9 n 9 „ 00 o c A o a i a a o w I. m R A d 2 o N O is 3- 3 O ~ Q C d r- O -- V Y 'e -V V 0 . a o 0 O O j W .7 d Q O C = = S m n -1 m o O N N m O O d d w G 9 J 4.. = _ ^v y wO O O d C _ - n Y O P < O u C U AV 3 O O m m k'C C- • U N U U U U U,y v. I U U U U N N Cr O 3 m F, b n o 0 o a .o irA � � oN� > N o 0 4, 33 o .. `vim Z N. ° o 011 3 ° 'n NO~ ,W0 m g 0 - o 0 0 3 n 3 a m a A a A s, A a 73 l 64i. ' n' m AN.-mmmNNP.-ooP OWN 3 E Pomoo,00OooOmm000P1o,oN am ' ( Q O 5 «e" c "o. 6,_ v _ _NnNN 3 3 17 • Xa v,10 - a.. 0ul O O' b O A w m O5 ..... D w rI - y �.S w N w w 0 0.- .D A.D A N y.N N.N r 0 n n w 0. :I.,. o P r y 0 -m g C O N y. A P N N �' W A m m O O O N O d Q O^ O' O NIP N O A J A W.H N I.D P'Ip m w .. O O 3 O W _ d U U U U U N U U U U U U U N U U U U U U N U U N U N U N 3 A N A �. O O i P ♦+ U N N ,''J O A a Cp - W n. u n O O O P W N iD OI W P v.... W m a m W N w .N1 v N -1 d S E G n� o m N P pA m N N pp W.D N J A N♦. O I O O n 2 t ' c o 0 0 0 0 0 0 g O O P N g g O P 0 0 Q. • • n m N U U N U U / • I - - a-_-.. g 0 E, o c n a w a.L.l IQ O. mN Co C. 3 > �-J-., - a '1 -4 maNg0000g A▪ oggPO 0O OOO a / 'U U a o C 0 o a 000 » -! o goo n G N U 1 U Us la, U an N n m O S illel o n a 1 iup 12 c n I*F. g g g N v a S8S 0°2 o m o To a z ^ z_ c c v 3 3 z ° - r. o a v o .. !" n a a N a . .D O U co to U U U U V I U U N 1 n U U.n U 1 n V N U 1 n.n V..n i n US..n.n 1 n U U A. O' N A N H Q O N N W N N O O m N 0 u U W N O N N ,D N P N P m N V N U N W w.N.I N N ~p O u .D P ON O W O m P P N m N W p bp N A N N O 888 gp O . Y & o o g 0 0 0 g O g O 0 P N P C 0 P O O P 888 0 8 ' Ulk W-INDUSiVIES November 5, 2025 Subject: 33590- PORT ARTHUR WWTP IMPROVEMENTS - SERVICE CONDUIT MODIFICATIONS Thank you for the opportunity to offer our proposal for the subject project. Our pricing encompasses the a following: SERVICE CONDUIT MODIFICATIONS $106,145.51 I TOTAL: $106,145.51 The work shall include the following: MOLS SERVICE CONDUIT MODIFICATIONS: Determination and pulling out of all wire within raceways. Demolition of Raceways downstream of the CT cabinets Demolition of conduits interfering with the Disconnect intended location. New routing of raceways and supports shown below on picture. Raceways to terminate into the side of the disonnect Installation of 600V/ 2000A/ 3 POLE / 3 PHASE / 3 WIRE /NEMA 4X 55 DISCONNECT Pulling of new wire Terminations of the new wire Point to Point checking of the new wires Clarifications: 1. All hardware shall be 316 Stainless Steel. 2. W-Industries will be present for start-up assistance. W-Industries will not perform start up. 3. W-Industries will do our best to reuse conduit that has been demolished. 4. W-Industries understands that the Nema 4x Utility CT J-Box remain in place. 5. W-Industries will not be responsible for grout work, housekeeping pads, or painting to the structure where raceways, supports, and equipment have been demolished. 6. Equipment has a 5-week lead time. W-Industries wilt have a schedule impact of an additional 8 weeks to complete the task once change order has been signed and approved. 7. Testing from SHERMCO has not been included in this proposal. 8. Overtime rates have been provided. Pricing is subject to change based on changes to scope of work, changes in job conditions, required site training classes, other delays beyond the control of W-Industries, including but not limited to stand by time, time clearing debris or building materials from work area, conflicting schedules with other trades, delays caused by unsafe work conditions, added mobilizations or phases beyond original agreement. Sincerely, W-Industries- I&E Industrial & Commercial Construction, Inc. Alexander Perez ESTIMATOR Regulated by the Texas Department of Licensing&Regulations •P.O.Box 12157 Austin,TX 78711 - 1.800-803.9202, 512-463-6599 www.tdlr.texas.Aov•License#30301 • w-industries.com Aug 21 , —:�,�� J �JA is ') , J') Pill +29 91.6 : 'ti J1-, -) r"�j'l -fib -• J.J'i ff] ) —,_f _r �� rtr,rtll !lI' _r�� fJ 'f� ' lirilt,9() r 1 f tilii _ i -7( _ . ,,-. . , t 5 A, _---_ -• 90 into side of .4 ).;.. for -'cabinet ........)hi. .x. ... side entrance l"' l; ;, t - - —__L`' MR INIIM demo 2"and Depth of t switch will , other need to be INTV '* — ----- conflict less than 38" - ______ing .. pad - - pipes - t,:. will re .J,yw route (-........,....-- \ fir` above _ r � i off,, a r' , ilk • • , f ° ' i �.'to .1,,� /• . r .� :tr2a - �t`ytkq C 4. , ,•l� * y ,; lN.C'i�k /, 'eft t• - • -^� 1 • -` } a•':'1. i s st.. s'y t ' kt;`�H ti F< t ,�_ rat - t` f .411e t �' -) t "i s �. � 1 55 x.1 it a ,, i}`. i - " -' i r ,r r 1( ' ( iI (.rirj-/ ( r.' f) rI-1 J(' -t r r}/ I1,JJ. 9 J JJJI )- JJ., JJ J r' --' _-_ -- - _.__ ., r .._cam.. �JJ Jam, Port Arthur TX 77642 United States w x, ..,rime,-;: o 1i , # G rr . _ _ ..,..gym - 4 _ 1 , w 1 - swoons 4" 6 ‘.MOP MO.01.11iiiiINIMMIlkl.Ir, -- ! •MISM- �ONMOO �----- _ distance ~--- - '. .. -;' ia • - � -� yam+, ". =r3,r - �-„;.. � ,�� - (0) •.. ..-- ti .. .+ ,'# • - _ , 1 ►C*4. fir t r 4 j • J /rI. �' a ..ttl-s1 ' .5 +29 91 jf� `� , A ' , ±87 . 74m rr . `�k � 175° S 0r -542 Procter r $,t TE, r 77a 2, t f7 , pY;p a r { fi _ - Ii i g u t - -. 6' ; Hy ^�• it •.-.- - - 'r%: ' _ ' r • wrj a4 <r' ,a �n3 a .4 t r _1 m R. ' ` L d t as ar �w iooi� is is"b "?' . >, A° s*e ` ` ,1MT�1 . . i is i i5 k' ; 44 3 l 3 'rr r ' t 4 xy ,tip ;�� ;" , M J i r ,4 fr,' fi . ` ^ , ' .4-i ...i si'it.-:.'..•i , $'-\\I ' •:40 ii'i--\ ' __ — 1 r t 2 -c-;kt .•1 --.'°1.1. )j 1 I.' j li 1) 'L. • y ev-- , ry, _.)., . . , . r..,. . ...,,,..... . . ,.. \ . A r A • f: .0 {..9 r) r-j 1 r_)7 r i 1- rj rjj :9 _I-", —f, -./ ri • ''',,, ,,y -.,,,,-,'F',- --, ,,--- ) ) ...,- • , . .. fa-..41.rif, ..,...;... . „A,,.... i.,...— . ..,. . . - -' .. - \-`--:-71.1.i' \\. 't,\ , . ' i rj .) • ' '.4..'"'t.' ri.-.5, :r......0„. •-.1 .,:. , • .1 ', a... . f•1 I I -/ -/ I f r .i — •-•.- ' j . • I,r ,s." ' , i -., r's a I • • ./-'"'" -ir- .V,,,,, ., ;' ..,, ',.,..4f I-1•,1'-'-' '' 1.". , 1 7 iii I clic] ' .; ., :- •5". 4,sit'<Ir.. :1':t-.3* -gli7-0, f" -',444.F. :•'::'7;-:-.` • .F- 1-,sr,',.. - :7'--'• •,--4-4-4-'-- '..F - -i-2,,-.1.,t :, ,A, • ' t'-',-.. . t?i,ef.10-.:- ...:-.:-, f•X01,4, i 14 II'' - II':-.lk:•'.1 .,v,:-.-.-,-.*--•.Ne',.. - '' -;•,/*. .''''' .... '.-.1. :`1.•4'1' .. • . , •.. f. . - .A _ .- I.\ - — - TriVt k , 1 : ,. ..,..... .. -,:.i ' It. i ,'? '. -1 - ''.:, , 't,- .A • ../..! ,,„..or.WN00* .-,. ,a :”. , . ,.,:,. t,.. , , o...,..... •-.- , H :'. 4,....-- ,_:.. - 4.'v;. • ... -,...L. . _ '.- -- • ' - ,•-I . ‘,,',-. I, 1 , s -,',....,...;, 7•'....A. ...,';'1 " -:.... :i • ....---•... „........- . - 1 ' 'i , . 1 ) -,.-1 :e ''!,„.,: ,2''''•!.(::'." '''.- 'I', . si , ''. ' '•.•' ''' F --„._-• - ----- , I ' !• . ... ,t4 ''• , . V.,- „s4 4\ • / .i. ...0,-,. I . . ,•4,2,.': -.il r' - . • ,, I dn.... 1..;- .. , . . . . • -' ' ' '.,'. / / . . . - , .... . . . . . aisimussesisse.. .,,,,,:,''''.t4/41.47.... .zmix==u,k,kU ' ,,.,,..,• , ,r ' -1'-',4,,c, - . . ';','-'4-•''.. . .,.,..."'"-1. ' a, -. .. . . . , t• ..-- - - 41 : . .. . • .. . ._ .,.. ..:, . _ . • •44-. . . . ••;',- • • . . . . - ,''. .... . _ . S / . •_ .. . . • . ,_ . , • -,--,-,':..••• ..,:.:. 4.; . ..'-..',--.-, "' - --• - - ,:;I'l',.', ,. ":'..--''' - - .•..--.: .',:-..;....".,. -' .-'...1,,-:....,: :... ;!.....4!....:.:- :- ' _ ' - ,- -,.. -.1., , ... . 4 ,' •. - -. .' .. . :2,,1•:,-.1?...-,,k,,.--..:-.4;',.rj:,:•77.' •-,74.!,':Nieff.W' — -7:4,3,,,,,,,,;p4-Z: — . ,. . ..,- ''L.- . . / '...! , ' ,-. • . . ...... ..-.-.--, ...,..•.......Y....',.t.';-i'!----.!?...':','-.:,!.,,,(-,.-..i..::-;:-.''.?••Li'..:-..4--''4-1;4:(,.-f--' . -.'-' ' • ' r.- ' - --'..'', .` / 4 . .. . - ... . .. . . , . 0 x ! , . , , Oct2, 2/ 25at84, .2 ' :47/M +29 *1 .., 916344,/93 891853 • t, . /10 '' _9 ,, i68m ,.. 4o N ' . , ..,..,... . Port Arthur Tii 77642 , , . . , . . .. ., UnitedStates . • , .:, .. . i ‘'- , MOLS ..,. . . . ,. , ... __ ,.. , i ,,'1,.:, 1 f -' :. . , - :7 I, . '".. ; r ,I 4 vi: '‘' , ..'.'#-; - . - ., .. .,, . , 1.... -4.•" . , .., 4. , ,..i. I / „..........4 •.....„,..,1. ...„45 , f.,' 1 ' ...„.. .. . 2 , . , . . -....„„ ....-, . .,. _ . ., . . . ! . ..,..... , ., .. / . .., :,. , ._,...., ..t. .. ,.„ P .., :...,...:',; 1 ''. .-,... ..,...„. . 1 r N ..:, .1115 ,...i E i ,itsa 71 . .00 . , - _ '-r t ` . 17: 7 AM Octact2 2025, a 8 5 4 � �+24'.-9"1 a J�J�J� r�— "r�, F1�JII jl 'J J t - t t�' ( �1 J�J J I , ' �� ;' =, .... ra . 1Jrjfir.I'fI t11ir" r1_ f1 )-fJ : .F," J IJIJ1c f1 - r-Irriir i[gib °4 x r44:::'t-'''',7,,,_ . h .. M1 /' . ` "-'ate ��, . �. ., i i s M '' '. Y ! } £ :TI ri 3 F t »,"1r 3,7 ice: A a . „ .,_.. c,. 19 2 , 1 8 R 1 _________________ ._.. ______...._ .....,, , .. ,, ._ .....,_ ..,..._... • _. ,. _ ,, L ............ , _..a.,..+9,01/1411 .. . _ .t:t . • , .rin Oct 2 2025 1 . 1720. . ,,2 �,.916152 -93.8O8 ±7 136 r . ° #, rJ r JlJ Dirr. srx rr�!1 - Port 7642 +.� nited States . ,.> -44 I MOLS r + / y r i t`rM x'. v. l .. vor .' dam ,T .- .w i T,- f•J is may' 4 p t At x S , t \ ,\ \ yrr/ "1 i Yo. yr tt ik.. ' .' .. '.. c• - fii . a ' _6I,6 _ i , »:�0 »4 m _ . • 13 5° SE • - . ' --,„ ,,,, . . ,. j JJr r ff-rlj r, I Jr1 _ _ - ' .� ----United States ii 11,1 \ , . i. +, r x Y a 5.„err,,. - . `, v 4, yi J { i s„Fr.Z ,.... 15• \ '4a+ .�17y 'L xi' �� ta ;re ij .. ' xwa ., µ ,r,..r, a ,,,,,,„ 1 y L s T, .,.� w. :R�} tr • , .'n , I �a Oct 2, 202� at �,, ,4 °. `A�� a. , ; }> +29 91,629, 9s3 � ^ ®iY�� � T,�.f4:: �' t �� fit "* r ` .. ,-..-..•. . 4 -.- .— .-_-_,.-- ; S ; a '- , rx't'I ;7.. 1 at. L ;r . .'s r Y ` ' ea `F c. .: ti !..... ;,,I. -'''''''''-'''4 .,47'- '• 42 s .,,,i,'... , 7, . ,, ,..:,.. .,......,........„.„.-:..-,-0„,—, .,..,..-,,,,r, -1...- ., s ---x 7i ' ----- --.. .i): * 1 , i.. . _ .-mot w . ii+.. a-�'wa+ f -, - _ - .P----==-5 ;��41 {:; 1,4:4,g b '1 . , ic� l,,a `4- ' i .I I. d St ate`s 7d t `er- t' 43t, R t 4t,` -1 a yam :+ 'h f • T•' ki, ,",...7.,)‘: tr... .4' r a 1,,.,,,-4,..* '21 `r,, -.44,,,'Lre. I I •=.?V't`,t,'Nktvi:-.. ' A...)L.,0 aC 4• : , - -a--. ., ' - -- -•, . •• ..- - ':::.-- 4.1,. 17.4j;•'-;:'";•Ic,-5, '-'i'71'%.•.r::-4." -- ''' -/r.' a T" t ( ".i,Lw `sue 5ssr 'i„-y,,,+- .T• �4 l �Y Z4-0��.•titt,�pbi a} �y�a C� ice' f r = '4 rit 4cf XB. y.y, ,ts,'')! .r ja.,9F • wE 1Z•-A. 4W ,a LI 1 t k.-. ,,, iiil :. ,..,, 4 ..,.. . .., 43a ....., _ .._ , .._ I 4-1 PI ram. a Z : ID « i , y"... �.. D 4 + '" .y ''' x,#s A4 'a41 ��i v, � 4. '.. 4 T �• •a x + ice.' .. c A'.4'1'" i!r a r ..t , "", .. ,, .. *.i ':'ytR .. . " } '3 s,,,r �`4 t A 4 '' e < y` 4' ...... . 4+P V'i - \ 1 ie'dI, 1N L .°V Fs I r n a¢ Y f ,� •.- .+= t r F i y, ' "�, ,`.0 +} .� -s~` fC; . At jz~ y.j 'xgl y,f�,', •-, i.t,.r ri'y tit, '7. ,�' ,�"` '- "1 � '`0''�1,s^C r F F.',;ar . T,c.. ,'� r7'i y : ?"r7w'�K� y�.� .m. $.s.+t;! -1'.:;t'7*a.t + "4,: zq'` x -< �Ji-Vim.",; 3 r "' k .:;IFS - !7''Y ?n ti }. li: i r „� �f "`a y. 1.� .''' a, s "i4. * ,`'i,;t4,-,-, .:**.'",*, .--- - --- . P, a '-**,ic' fit'-'--''''',.,_, ,-1 . 5" ! ____. � � ii I l r ��s,++ �5�,�' �' »"fit �.JJ 3. ,'..**,,-.9._,..„ _ , _ , .1!)_... .. . J-J J) J J '� �J �� - - (f) J J J a ' Tr 1 J ill 0 '--.' : D —I (-1' 2 I—I' ..." a e ,J J e—' I -- ,� ;V �j4J �— ,r) 1J 1—J rr -)) •j e_ 1 r 2000A Standalone Disconnect [26 28 16] PORT ARTHUR WWTP IMPROVEMENTS JOB NO: TX-875 / LOCATION: P.O. Box 1089, Port Arthur, Texas, 77641 1M 111..1t0 •00 von@ EI M. mAAu JAJ 102 Ll 0- o -_ 103 1-2 F.- � ; -.___... — __-._ ----- ' - —_ - _-_°_———i2 460 VAC A�VAC JPN 104 6014, L3 11^———0---- -. _. �._.y 0————T3 EONS IDS CND.——— ! _______. , ---.—ram 0- ———ENO .A0A.5 I 106 107 106 109 00 SAt, "I 1•0I n1 uD [ x1 {7----- 1 J1A ]3., 10 Ali MR 10 iaiiiO Ill 10 Ala , ]F�oi. 1C A:0%J1{) 10 AA:11 M:.- 0—"--— , VM: 112 .104 An.ON OAK COMM JA CA.ACCCA• 10 At OM [. 10 Ali 10 A0C Y -;_0----- 10 UR 101 0[axis N•.t41 11 POI 113 V' t n AIi MN 1011 114 VP,M Y(((V���1111 10 1•0L i 10 Ai M A1A2001 115 116 O1' I1110.:2S- ,,,.,A. bv__. ``1 117 ::: imlnf.,. t M —lin I ' YI a I1 A100.INiM2N111PNjN[MjOf N®R 01L A ND MIT N .r�.w L 120 121 te 122 UNLESS OTNEROA SE SPECIFIED,ALL CONTROL PARES ARE 1116 AMC 123 wall 1 J�ir.�aow nwa roe u ae.mc Iaea+a 1011104. i IHM Sant II 0M1•t O .MEM..M,00 0, .A[ /100 1 O 1M10 sa nsa 0•W 4l OIL t>mKtl 40 t Am100 121 .IA[M I010.na11K A10 1YS AA•O[nand. i0rt,M alt 41�SS Olt S1..i1t Ir OA 10 KWIC 114IWN04 125 SAADI- 1100 a0 Am O rm.Awl¢04,WM WI Mt 40 4rK Cr Nit Jif SUCCESS COMM wallet rorauol.utmfb MSIMAw1NA all ACM-RI16f-2000t-Af31f *' A GESCAOTO. MIME'.AMILL-20001 Au ,f»1Mpf/50-1710 51*1100a.00.61 JJOI), AlnllarnOl[MYOr[NAl'rArr M'I[MM[WRA[LL IMWRJI TN own I0/2025 Ou+R SC OOM1. 000HO.itt00 Rb OMObOn WHO Of CAVMLM IO[ ' UiA [M001M4.OSOHl12A1 ftY.VOMarWOlt[V500H2O0[ AMKHOR M1 C111Ce20 It f57i*. • 241475an) 110100l000wllC,lA.r00105SM•010100..'1MOH NUR I r If00AC0C C01IM01S11110II 011011u 0 SCAll MS 2� 211YG .12Pv 230 ,IIn?.r , .r.i.,.f 1...•r1. '1,.,,N,17. 201 •p ..w�ltts�rz D 231 0 ,o 202 4 . .;al., w 232 203 QN 233 ,. 204 • ,� ate Q w, 234 F.: . ry ❑-— ., 205 yr 135 �-m---toe 2y 2 rin d . .M2x _(�__ 207 MCME• .) wr 206 • .. �� w ".zE. o o i>d -1'tq i'' QF• - _ 109 779 Y _IA Q}—- 210 1.470 » 1 210 7..- 07'1 1-0 R4 1:21-—- cr I 211 as,1 211 MI.. ', K 0 ua cc-..__ i.7mo {{ si#90 NNKE wax 212 t« , ..__,-- . f.I Orr a ;112. _- .< .r.s.... 213 MOSE 243 wE-�n4 o .. ID .-aG. K. I14 # ...: o o � 1N •.�i12.1.--11'_.„'• use _.1le-6-_' nu .cx.,.,. ,,215 245 @^r onn •Nc • _ ''._.R- 216 + •, •ES5 C1• ' 246 3112 ' 4.909 1113 217 Iwo. 227 r m) 0101 412E 'I__trta•a'• In.1 216 F n. O 0 V) •01 246 - - 216 , 249 220 E aIEEE .----- r_ 250 221 •130 251 (.IAC1) 222 ,A*o► •a; o o w, •AI•• 02• �,' 252 Ka m 223 I53 .es . . ar`--'- ...:., <: 224 254 ...- a200..7 225 255 UNLESS 0134ER1515E SPECIFIED,ALL CONTROL MIRES APE 116 AMC. III SUCCESSC0U6r, WEN.MNLM.VWG flit ACOC-NISS-200W-ASST A.V A 025CA0')1CN MLN1�11 0.-2000. Wr. 0f.4.11/fp-I)10 3IArr0A0.O tIS r7N7, ACMCUU1.0YMWrrrp)ASIM WRsN W[2Wrr oMw3.r M DAIL 0 2025 3W0C,PM,90Mr (%� USA oo[2Dm NutoN MtruwwaumvmncmwuNcn 1I PAWL SCNON.% 711773 r2)7 UrJ.10001171.400100011.4411110 �I4110111100 mwriur. nun A/MOW ar IN CNr<un.r 2N2nr 2 PLUMMY Ib1.1.0,wN)NUNma O'wY7W 0 ICA1A 1r15 1 i 5. 7 .. t_ Mad•••_faa.uron 0C1A4 N 'Tw•�i•fa NM WC S${ ' f I/MCAC.n-Al �A1 t4X CiZ Nm 310E CRAG ENTRIES 1 maar>Infr )1031111a i4w wo..tvafv, L.L. a • .im)-1/t )x•u+>MCC,aua CC. ...L. 1 1Oa• t01 mir s x.it, palm M 10.01 city try city IC.flaw I ) ca-W - OmM W1 KC 1a6 0 4 I ,01f01103 rInr.wlw.aM L.L. t Ii' 0 0 - �1__01 $ 1 400001w 1�..1.$44.4,101313.1 Car. .a.l w" LOW m.r t00011 .M1—r—� � - 10- Qw.altwuaz wfa .w.�aap 1..� 1 10.01111 • "nn^' Glpl QnRA1m1 itPr(0 S, 7 @ '--ilie • • 1 ntfOMY h!M -CY ara 4RR M(.Icta OTw 1 'MM.' boar fro 1-w/0 _ WC. Q t IO 1 rr4I11aG-14D11 awv j{pa0Q'/jl�C/0�.0a1f G o at,Ilca a0ttc { It ! nwlann-r410 ]a1el lni�L(pl�ApIy�XJOC IRO G It 1 RW12OA-NM DORY llwr'-""p"-�A.•.uO V vtw {� ®Ltoi[ la 1 rnnllfu-Hier gels 1301RA LOC.JUR U WWI Q at¢1 7 14 1 i001lpM11 1011311 f.1 tiw+a+1 S1 WN 4191 w.4040I Kt 101 I nN•rL t•wO w.1-11/0 Grow /.w i49U YJ11 r1(vf•O*1109*i, RN•m* Jr 0 a 1f 1 Irownwl. fr, ac .. trm MINE ONE1• 1 Y71113 s"n1�� tlei�nw nrtl. CVO. • IILI I. 1 11.14.31ffir.ala I 1OOAW11 Cant...irk I-w/0 4400 1 la 1Wa MCC'O tt? ya•!a 1 Aloneriot Ruff C.NOV.Mk IOf01 1,, 3 II u Z, i MCC>m Ionia n Mars.m a a ac. .wr- ri(•wrap Cosram•1.Ie1 reelsl maw•man.Mier_ ..—_ -. __. wm a WO.WWI O iiae•t Yin MIN%fl.raaR. U U- i*move aax-. 00 at.mlci w.n ram suit city vi f..'v f i xpv[ v a v¢v w•Q wtmc Ga 5 ia.TCasra.sruenRpra� #Af WPM".. OM »rt rwR a[w 'Lar 11 a Ia1OM RR•a vrna.•CPun Oaf. .M1.w1 Mt r f 1f WW1(ON). 0O11(.>IO111WUO u(NVO Ms 111.40006 MI I0X-MISS-Iff0l-Afar w A orsrarrnam M4wP I11Q.-ZOOM au .a.YMrf p iN.uauu 4011C,011.1010 alrwnM/f0-.>IB f)ArfOlo.ttlAf)r.)>. •tHp r.• a0r0aT r07.17ORYMop(mvon(2 n! two 1. R1 fpn 10/2023 MwFl u.dR ` OM uwNlr.nwfwttu&AN ll AINCOl.w00H1D.0•Nil1. arnlym 1. A11 (Mra10 1.. �- 1/1.2)1 all Hero HO.(NUM1710Owenwwwur0wwnwuN MKT PACT• 3 raY411011 naY ui0 urn fM0 VW 0 SOUS WM 1.111 CO Design Build Construction ManagementGeneral Contractors P.O.Box 3684,Beaumont,Texas 77704 Phone:409-860-4459 Fax:409-860-3857 Email:allco@allco.com October 28,2025 Freese&Nichols 10497 Town&Country Way,Suite 500 Houston,TX 77024 Attn: Kyle Jones Re: City of Port Arthur WWTP Improvements Project Change Proposal- NPW Strainers Deduct Dear Mr.Jones: Allco proposes the following deductive change order in the amount of$90,699.63 to provide duplex basket strainers in lieu of automatic strainers: DESCRIPTION/COST SUMMARY Allco proposes to utilize the duplex basket strainers in lieu of the automatic strainers;The duplex strainers are significantly cheaper and require minimal maintenance;See attached backup for your reference ITEM QTY UNIT UNIT PRICE TOTAL Deduct-Automatic Strainers (1) LS $75,566.00 ($75,566.00) Deduct-Electrical @ Auto Strainers (1) LS 25,381.63 ($25,381.63) Add-Duplex Basket Strainers 1 LS $10,248.00 $10,248.00 TOTAL(DEDUCT) ($90,699.63) Please contact the undersigned if you have questions or issues regarding this matter. Respectfully, Allco, LLC eir. / Brandon Harrison 151 4 !N-INDUSTRIES October 28, 2025 CO # City of Port Arthur WWTP Credit for NPW Autostrainer Control Panels Qty Description Price 2 Canopies / equipment rack $5,440.00 2 Equipment Rack Plugs $2,733.44 2 Misc. Material ft Labor for both Control Panels $13,400.96 • 15% Markup $3,807.23 Total $25,381.63 CLARIFICATIONS, ASSUMPTIONS AND EXCLUSIONS 1. This proposal is based on the electrical design being provided by others. Therefore, our proposal is based on the plans and specifications as shown.Any additional requirement or additional device changing the design will have to be priced accordingly. 2. This proposal is based on a lump sum bid and pricing breakouts are not stand-atone pricing. Break-out pricing is for accounting purposes only. 3. Electrical installation quoted as per specifications. 4. Credit for the deletion of 2 autostrainer control panels at NPW and the associated materials and labor 5. The following items have been excluded: • Motors • Formed concrete/concrete pads/light pole foundations • Utility company charges • 0ffsite trash removal • Final site preparation • Sanitary facilities • Boring, hydro excavation, or hand digging • Traffic control • Geotechnical laboratory fees • Rock excavation • Spoil removal/testing • Sales Tax w-industries.com COHEN INDUSTRIAL SUPPLY COMPANY 1922 KNOLL STREET HOUSTON, TEXAS 77280 (713)467-3300 DATE: 10/23/25 ADD/DEL:8 TOTAL: $10,284.00 PROJECT: PORT ARTHUR CONTRACTOR: ALLCO LOCATION: 8" BACKWASI-I STRAINER ADD: TAG QTY DESCRIPTION COST TOTAL 1935 2 8"TITAN BACKWASH $5,142.00 $10,284.00 PRICING FIRM: 11/20 25 AS OF 10/22/25- INSTOCI< Authorization Signature: DS695696-0119 DUPLEX STRAINER 4. QUAD BALL TYPE t THREE PIECE BODY TITAN. ASME CLASS 125 (Cl) & 150 (CS & SS) • FLANGED TITAN FLOW CONTROL,INC. 1- L--I'1 NEW Quad-Ball MODELS: DS 695-CI Design! (Flanged - Cast Iron) DS 696-CS (Flanged - Carbon Steel) DS 696-SS (Flanged - Stainless Steel) FEATURES SIZE RANGE: 6" _ 8" TECHNICAL • O UNIQUE QUAD-BALL DIVERSION SYSTEM PRESSURE/TEMPERATURE RATING)I REVOLUTIONARY FOUR BALL DESIGN THAT EFFICIENTLY DIVERTS THE PIPELINE CAST IRON-A126GR.B•CLASS 125 FLOW FROM ONE CHAMBER TO THE OTHER. TEFLON SEATS ENSURE A POST rIVE SEAL AND HELP TO PREVENT SEEPAGE INTO I HE CHAMBER THAT IS BEING WOG IN. 200 PSI @ 150 -F CLEANED. O LOW OPERATING TORQUE PRESSURE/TEMPERATURE RATING ttt CARBON STEEL-A216 GR.WCB-CLASS ISO • THE TITAN FCI DUPLEX STRAINER FEATURES A LOW TORQUE, EASY TO OPERATE HANDLE THAT DOES NOT REQUIRE ANY AUTOMATION. ADDITIONALLY, THE HANDLES POSITION CLEARLY INDICATES WHICH BASKET IS IN SERVICE AND WOG 285 PSI @ 100'F WHICH BASKET CAN SAFELY BE REMOVED FOR CLEANING. REDUCED MAINTENANCE PRESSURE/TEMPERATURE RATING 01 STAINLESS STEEL-A35 I GR.CFBM•CLASS 150 THE QUAD BALL DES,GN ISOLATES EACH CHAMBER AND KEEPS THE SERVICING CHAMBER DRY DURING CLEANING. NO SPECIAL TOOLS ARE REQUIRED TO ACCESS AND REMOVE THE STRAINING ELEMENT FROM THE CHAMBER. COVER WOG warvsnack): 275 PSI @ 100'f VENTS, DRAIN PLUGS, AND FOOT PADS ARE PROVIDED ON EACH CHAMBER. C, NUMEROUS OTHER BENEFITS !. The above listed temperatures are theoretical and may vary during actual operating conditions. TITANS NEW DESIGN OFFERS COUNTLESS OTHER ADVANTAGES INCLUDING: NO 2. Moo itrid into temperatures me(or reference INTERRUPTION IN SERVICE, COMPACT STRUCTURE, LONG SERVICE LIFE,AND LOW only Prolonged use at these temperatures PRESSURE DROP. is not recommended for optimal service life. GENERAL APPLICATION: THE DUPLEX STRAINER IS A UNIQUE PRODUCT WITHIN THE PIPELINE INDUSTRY. LIKE OTHER OBASKET STRAINERS, THE DUPLEX STRAINER PROTECTS EXPENSIVE DOWNSTREAM EQUIPMENT BY MECHANICALLY REMOVING _ SOLIDS FROM FLOWING FLUIDS VIA A PERFORATED,MESH, OR WEDGE WIRE STRAINING ELEMENT. HOWEVER, THE DUPLEX STRAINER IS DESIGNED WITH TWO BASKET CHAMBERS AND A FLOW DIVERTER SYSTEM THAT ALLOWS THE PIPELINE FLOW TO BE SWITCHED FROM ONE CHAMBER TO THE OTHER, COMPLETELY ISOLATING THE FLOW TO A SINGLE CHAMBER. THIS U MAKES THE DUPLEX STRAINER IDEAL FOR NON-INTERRUPTIBLE APPLICATIONS THAT CANNOT BE SHUT DOWN DURING _J ROUTINE MAINTENANCE AND CLEANING OPERATIONS. CL Eo/I•Type Duple<Strainers are not recommended far slurry and fibrous content applications Q The above data represents common market and service opplicotmns. No representation or guarantee,expressed or implied,is given due to the numerous variations of concentrations.temperatures and flow conditions that may occur during actual service TI TANS'FLOW CONTROL, INC, YOUR PIPELINE TO THE FUTURE! Tel: 910-735-0000 0 Fax:910-738-3848 0 titan@titanfci.com o www.titan(ci.com 290 Corporate Drive PO Box 7408 0 Lumberton,NC 28358 D5695696.0119 ASME Class TITAN'.FLOW CONTROL, Inc. DUPLEX BASKET STRAINER 125 CI 290 Corporate Drive E-mail: titan@titanfci.com Flanged Ends Tl TA IV Lumberton,NC 28358 Web: www.titanfci.com DS 696 CS (Carbon Steel)• DS 696-SS (Stainless Steel) ASME Class Tel: 910.735.0000 Fax: 910.738.3848 DS 695-CI(Cast Iron) 150 CS&SS BILL OF MATERIALS(I> Cut parts shown with hatch. g Cut View No. Part DS 696-CS DS 696-SS DS 695-CI Illustrations ore representative of a 8"OS696-CS(Flanged model). 1 Body Carbon Steel Stainless Steel Cast Iron Please ask for certified drawings when required A216 Gr.WCB A351 Gr.CFBM A126 Gr.B 6 2 Straining Element°. Stainless Steel Stainless Steel Stainless Steel (9)-, 3 Cover Carbon Steel Stainless Steel Cast Iron ,T,__ 2ti A216 GeWCB A351 Gr.CFBM A126 Gr B -,rt. /- I„.a:. .. 4 Ball Stainless Steel Stainless Steel Stainless Steel . I '_ ".?1', .. ' Type 304 Type 304 Type 304 — .t .N�fii YP YP YP ._ .II_ III/�') .?��.■,. liL\ d i'titi�e ,. S O-Ring Buna-N Viton Buna-N ,l _ „�\? T `\O 6 Seat Teflon(PIPE) Teflon(PTFE) Teflon(PTFE) -:__ I 2 -�_ -714 C%.A...�• _ �y==a"�i 5, 7 Seal Hung-N Visors Buna-N .��---- I 11%`14� 8 0-Ring Body Buna-N Viton Buna-N W• NW I 9 Handle Carbon Steel Carbon Steel Carbon Steel •IIfg sI -CZ,. Zinc Coated Zinc Coated Zinc Coated t ll is I. Bill of Materials represents standard materials Equivalent or better materials may be L! ■ substituted at the manufacturer's discretion 2. Aluminum Bronze units are also available 3. Denotes recommended spare parts Front View DIMENSIONS AND PERFORMANCE DATA";i F Handle Length In 6•• r SIZE tat ntt„ 300 350 AF DIMENSION In 22 2675 — ------..rl_,t fACFTO FACE 559 68, • - B DIMENSION in 35.31 48.50 I ,_11_ ji i uNlTWiDTH(w aae%wo) ,,,,T. 897 �76E jollilki Il C DIMENSION in 35 63 45 12 E i'� HEIGHT WITH HANOLF ,, gh ! Removal 90S 1;96 Height With 1 D DIMENSION in 24 45 30.39 Handle �' De CENTER UNETO BOTTOM 62' 712 CLaenterIi To E DIMENSION in 48 62 Bottom BASKET REMOVAL ,+m I22U I575 F DIMENSION in 21.65 29.13 g. tl s HANDLE LENGTH min 5S0 74U _.• e .._ APPROXIMATE WEIGHT lb 850 1600 os os'ssreu.FLANGED kg 3 a ti 7 25 �memem � Flow Coefficient Cv 429 776 Top View I. Dimensions,weights,and flow coefficients are provided for reference only. 14� 0Is� Always request certified drawings. r i;r //Is�I�� 'gl- e. �1 '_ s1 ({ Larger,fabricated duplex strainers are available Fabricated duplex strainers can be designed to Twat,�/m1i-1'r\`111,`1 meet any space or application requirements I Mir- __♦'/ M� �\`"li t Quick-open covers are not recommended for steam or high temperature applications above i r 200'F. r INLET r PRESSURE-TEMPERATURE RATING MATERIAL TEMPERATURES ASME Class 125 DS 695•CI Seat/SeallBall Temp Range ` WOG(Non-,hock) 200 PSI @ ISO'F Buna-N(Seal) -20-250°F ASME Class ISO DS 696-CS DS 696-SS Viton(Seal) -40-400°F WOG 1Noothoct) 285 PSI @ 100'F 275 PSI 0 100'F Stainless Steel Ball Max 450'F I Max and min temperatures are for reference only.Prolonged use at these temperatures is not recommended for optimal smoke bfe. REFERENCED STANDARDS&CODES NPT FITTING SCHEDULE: SCREEN SELECTION GUIDELINES Code Descrl tion Size Gauge Bottom Side Cover Size Liquid Open Area P Tats Drain Drain Vent q P ASME 816.5 Pipe Flanges and Flanged Fittings 6' I/8" 1" liT 1/4' 6"-8' 1/8'(0.125) 41% ASME BI 6.11 Forged Steel Fittings.Socket-Welding,and Threaded B' IIB' 2' 1/2" IX' ASME 816.1 Gray Iron Pipe Flanges and Flanged Fittings As t Titan product changes occur,there maybe shortaerm dlferences between moat product specifications and the information contacted m,t us our literature.}ikon FCI reserves the right to make design and specrftouan changes to improve our products mahout pear notification When required,request cerefied drawings.iTI TAN no a registered trademark ofT-aon Pow Con tint Incerporoted 111A.>v TITAN FLOW CONTROL, INC. INSTALLATION, OPERATION, AND MAINTENANCE PREFACE: This manual contains information concerning the installation, operation, and maintenance of Titan Flow Control (Titan FCI) Duplex Strainers. To ensure efficient and safe operation of Titan FCI Duplex Strainers, the instructions in this manual should be 0 thoroughly read and understood.This manual is general in nature ........111116 ......" ° C and is not meant to take the place of an on-site,process engineer VP' r or pipe fitter.As such,Titan FCI recommends that only experienced, rn X skilled personnel be allowed to install and maintainTitan FCI Duplex Strainers. Please retain this manual in a location where it is readily 7 O -I available forreference. + • I "V ` m ry r.: in GENT RALLINFORMATION; • n. k D A Duplex Strainer is installed in a pipeline to remove sediment and — Debris from fluids.Fluid flow is not interrupted while the basket Z is removed for cleaning.These Strainers are designed for pressure Xl or suction applications. Figure: I-1 Straining is accomplished by directing fluid flow to one strainer housing of the duplex basket strainer. Once sediments and debris t' - - —0 are collected in the basket,fluid flow is switched and directed to the O second strainer housing.The isolated basket may then be serviced without interruption of flow. 0 Prior to selection of a Titan FCI Duplex Strainer; the following tti t— factors must be determined: '- 'j�,t9 - 1' 3 • • Material construction requirements of the Duplex Strainer. �� • oi • Design and working pressure/temperature requirements. — • Operating conditions(throttling,pressure drop,condensation, �O flow reversal,operation frequency,etc.). • Service media type(liquid,gas,abrasive,corrosive,dirty,etc). f i • Pipeline Media Flow-rate and Viscosity. ....... • Debris Size to be removed and debris loading of the pipeline. • Ability to interrupt flow for servicing and cleaning • Clean Start-up Pressure of the Pipeline. • Space availability for installation.and operation. ` Titan Design Engineers are available to assist in the determination Figure:2-I of these requirements prior to selection and purchase. YOUR PIPELINE TO THE FUTURE! Tel:910 735-0000< Fax 910-738.3848, titan@ctanfcl,com t, www.atanfci.com 290 Corporate Drive PO Box 7408 O Lumberton.NC 28358 TJ I `' TITAN FLOW CONTROL, INC. INSTALLATION, OPERATION, AND MAINTENANCE UNPACKING AND INSPECTION: • Unpack and inspect strainer for damage that may have occurred during shipping. Any damage should be reported to STORAGE: the carrier immediately. Store the container in a dry,clean area until the strainer is installed. 0 I. Store your strainer indoors in a clean,dry environment whenever possible. r— • Prior to installation,remove strainer covers and inspect for m any foreign matter that could be washed downstream when 2. Be sure chat all protective wrappings,flange protectors, X etc.are in lace. the strainer is put into service. The strainer has been packed plugs, P .( with a preservative coating on the inside surfaces.This coating should be removed if there is a possibility of contamination of 3. Outdoor Storage,if unavoidable,should be treated as m the piping system. follows: Xl A) Cover all openings and seal flange protectors • See Disassembly Instructions for Service and Maintenance in with water-proof tape. this manual. m B) Protect the entire strainer with heavy polyethylene wrap and seal with waterproof tape. • Carefully check the pressure and temperature ratings on the strainer body or nameplate to be sure that they are correct for the intended application. rJ • Inspect the Duplex Strainer's flange ends and the pipeline's mating flanges to ensure gasket surfaces are free of defects.The pipeline should also be checked for proper alignment. Titan FCI Duplex 0 Strainers should never be utilized to realign an existing piping in system. 0 3 0 ao •o CAUTION: In both indoor and outdoor storage,do not stack any object on your strainer. YOUR PIPELINE TO THE FUTURE! Tel.910-735.0000 'Fax.910-738-3848 ' titan@clmnfci.com wwwuanfcicorn 290 Corporate Drive 0 PO Box 7408 Lumberton,NC 28358 TI T:`''v TITAN FLOW CONTROL, INC. INSTALLATION, OPERATION, AND MAINTENANCE INSTALLATION; OPERATION; Once proper installation has been successfully completed, Installation Procedure start the system gradually,at start up as well as after shut down.This eliminates sudden shock to the strainer and C Step I: other equipment in the line. Place the strainer in the line so that the liquid enters the side m marked INLET. DO NOT LIFT the strainer by the knobs or handle. Start-up Procedure' X Use slings around body or flanges for lifting.Provide proper pipe Step I: - supports to minimize loading on duplex strainer flanges. Turn handle to the center,directly over the INLET. Open pet cocks on both basket covers. SLOWLY fill m Ste 2: the chambers with line fluid. Close pet cocks when _ p fluid starts to flow from them. Allow enough room above the strainer for easy basket removal. D See DIMENSIONS AND PERFORMANCE DATA. In product Step 2: Z literature. Allow system to gradually reach normal operating m pressure and temperature.Check carefully for leaks at Step 3: this time.Be sure that all basket cover knobs and bolts When connecting flanged strainers to the line,be sure that the are securely tightened.If there are any leaks,follow flanges are the same type: flat face to flat face or raised face to the procedures in this manual under Disassembly raised face.Flat face flanges require full-face gaskets. Note: Specified Instructions For Service and Maintenance. W face-to-face dimension of the strainer an approximation one due to machining tolerances.Allow adjustment in prefabricated piping Step 3: or request certified dimensions prior to shipment. Rotate handle until it is directly over one of the chambers.The handle is always over the chamber in service. DO NOT leave the handle in the center 0 Step 4: position or both baskets will become clogged, - Check to see that flange gaskets are properly positioned before 0 tightening bolts.Tighten bolts in a scar sequence in accordance with requiring the system to be shut down for cleaning. See good mechanical practice. Changeover and Cleaning Instructions in this manual for o switching the flow from one chamber to the other rb CAUTION: Excessive bolt torque may damage flanges. Please refer to established flange bolt torques for guidelines. Step 5: We recommend the installation of flexible hoses on the pet cocks on the basket covers if service temperatures greater than 120°F are expected. YOUR PIPELINE TO THE FUTURE/ Tel.9i0.735.0000 0 Fax 910 738.3848 V uun@utanki.com G wwwtitanki.com 290 Corporate Dnve 0 PO Box 7408 -> Lumberton,NC 28358 T11,-1V TITAN FLOW CONTROL, INC. INSTALLATION, OPERATION, AND MAINTENANCE MAINTENANCE; • Titan Flow Control Duplex Basket Strainers require little monitoring Change Over And Cleaning Instructions-STANDARD once they are properly installed.The pressure differential across the basket should be checked periodically to determine if the basket Step I: v needs to be cleaned or replaced. If the pressure differential goes Open pet cock on clean (unused)chamber. c unchecked and the screen becomes completely clogged,the screen will break and require replacing,and possibly damage downstream Step 2: m equipment. Admit liquid slowly into the clean chamber by turning x the diverter handle to the halfway position over the inlet. —4 Titan Flow Control Duplex Strainers are designed to require very little maintenance.Regular maintenance involves: Step 3: When liquid flows from the pet cock,close the pet cock. • Inspect baskets at each cleaning for Holes/Damages.Repair/ .� replace as required. Step 4: D • Inspect body cover seats and Gaskets.Clean seats and Gaskets Examine clean chamber for leaks.If none,proceed with as required. step 6. Z m 7J CAUTION: Step 5: If leakage occurs,turn diverter handle back to its position Before performing any kind of service,be sure to check over the dirty chamber.Vent and drain the clean chamber, pressure and temperature of the system and whether the fluid remove the cover-,correct the cause of leakage,replace is corrosive or otherwise dangerous. cover and repeat steps I through 4. Bodily injury and property damage could result if appropriate Step 6: protection and safety procedures are not used. Read the following Slowly shift flow CO the clean chamber by slowly rotating instructions completely and carefully BEFORE SERVICING. the diverter handle to position it over the clean chamber. If there is no leakage.proceed to step 7.1f there is leakage, repeat step 5. O Keep these instructions for future reference. In the instructions below,it is important to keep in mind that the"dirty"chamber is the Step 7: p one in use NOW.The handle is always directly over the one in use. Open pet cock slowly on the dirty chamber. co The"clean"chamber is the one that is not in use. See Figure I-4 Chamber In Use. q Step 8: 1 Open drain plug on dirty chamber and allow liquid to , drain while removing the cover. O ^ •" (° 0 Step 9: • J V When liquid level is below the top of the strainer basket, ,� ) - o close the drain plug. • • Step 10: Open Cover,remove the strainer basket and allow the liquid to drip into the strainer body. I o : ; o II I. Figure: I-4 • YOUR PIPELINE TO THE FUTURE/ Tel 910.73S-0000 0 Fax 910 738.3848--, clan@tkankl.com www.otankl.com 290 Corporate Drive 0 PO Box 7408 k,• Lumberton,NC 28358 T17:4 IV TITAN FLOW CONTROL, INC. INSTALLATION, OPERATION, AND MAINTENANCE Change Over And Cleaning Instructions continued... Step I I: Change Over And Cleaning Instructions With Optional Clean the basket and examine for damage. Repair or replace as Equalizing Line Installed Continued... • necessary. Step I: Step 12: Locate Equalizing Line Valve. Operate valve co both open Reinstall basket. and closed positions.Leave valve OPEN. Step 13: Step 2: Examine cover 0-ring.Replace if damaged. Examine clean(unused)chamber for leaks. If none,CLOSE the Equalizing Line Valve and proceed co Step 4. Step 14: Reinstall and secure cover. Step 3: If leakage occurs,CLOSE Equalizing Line Valve. Vent and Step 15:Shift diverter handle back toward the center position. drain the clean chamber,remove the cover,correct the cause of leakage,replace cover and repeat step I. Step 16: When liquid flows from newly cleaned side pet cock,close pet cock. Step 4: Open pet cock on clean (unused)chamber. Step 17: Examine for leaks. If leakage is evident,go to step 5. If there is no Step 5: evidence of leakage,shift diverter handle back to its position over Admit liquid slowly into the clean chamber using the the clean basket.The newly cleaned basket is now ready for the Equalizing Line Valve. next changeover when needed Step 6: Chamber In Use. When liquid flows from the pet cock, CLOSE the Equalizing Line Valve and pet cock. • Step 7: • ••ram Examine clean chamber for leaks.If none,proceed. 0 0 '' • •• �= �� Step 8: To reduce line pressure load on valve seats, OPEN 'i^�' Equalizing Line Valve. o o O • •• o Step 9: Shift flow to the clean chamber by slowly rotating the diverter handle to position it over the clean chamber • • I.I I•) Figure: I-5 YOUR PIPELINE TO THE FUTURE! Tel:910.735-0000 i Fax 910 738-3848 J citan@titankccom . wwwckank,com 290 Corporate Drive . PO Box 7408 0 Lumberton,NC 28358 717f11v TITAN FLOW CONTROL, INC, INSTALLATION, OPERATION, AND MAINTENANCE Change Over And Cleaning Instructions With Equalizing Line Change Over And Cleaning Instructions With Equalizing Installed Continued... Line Installed Continued... Step 10: Step 23: CLOSE Equalizing Line Valve. To reduce line pressure load on valve seats, OPEN 0 Equalizing Line Valve. C Step II: m Open pet cock slowly on the dirty chamberStep 24: r m Shift flow to the newly cleaned chamber by slowly rotating X Step 12: the diverter handle to position it over the newly cleaned Open drain plug on dirty chamber and allow liquid to drain while -< chamber. removing the cover. In Step 25: N Step 13: Examine chamber for leaks if none proceed. When liquid level is below the top of the strainer basket,close XI the drain plug. Step 26: To reduce line pressure load on valve scats, OPEN m Step 14: Equalizing Line Valve. X Remove the strainer basket and allow the liquid to drip into the strainer body. Step 27: Shift flow back to previous side Step 15: Clean the basket and examine for damage. Repair or replace as Step 28: o` necessary. CLOSE Equalizing Line Valve. Step 16: Step 29: Reinstall basket. The newly cleaned basket is now ready for the next p changeover when needed. Step 17: 0 Examine cover 0-ring.Replace if damaged. . Figure: I-6 3 0 02 Step18: 0. -v : RI, ? s _ Reinstall and secure cover-. ,. NO : 311111111k : Step 1 p: o , '�.�� : o Open pet cock on newly cleaned chamber o Step 20: 13^ I • Admit liquid slowly into the newly cleaned chamber using the Oil Equalizing Line Valve. ' I ' ri I Step 21: allN1111111111110_i;i:;:g...in When liquid flows from the pet cock,CLOSE the Equalizing Line I.� t'III �i I Ill Valve. Step 22: Optional Equalizing Line Valve. Close pet cock. YOUR PIPELINE TO THE FUTURE! Te1.910-735.0000 C Fax 910-738.3848 J tinni taflfci corn wwwdtanfci.com 290 Corporate Drive PO Box 7408 0 Lumberton,NC 28358 717> N TITAN FLOW CONTROL, INCH INSTALLATION, OPERATION, AND MAINTENANCE DISASSEMBLY INSTRUCTIONS FOR SERVICE AND Disassembly instructions for service and maintenance MAINTENANCE: Continued... CAUTION: Step 8: CI Slide balls and,if applicable"connection boxes"from the Before performing any kind of service,be sure to check pressure and temperature of the system and whether the fluid center housing. is corrosive or otherwise dangerous. m Step 9: X Remove the PTFE seats and elastomer seals. "0 Bodily injury and property damage could result if appropriate Step 10: m protection and safety procedures are not used. Read the following If only the seats and seals are to be replaced, skip to tn instructions completely and carefully BEFORE SERVICING. step 16. Keep these instructions for future reference. This strainer can Step I I: remain in the line while being serviced. If desired,it may also be Remove the lower stem from the main housing by pressing rn removed from the line for servicing. Care should be taken when it down from the top into the lower ball area. 70 removing the basket housing. Slings should be used to remove the basket housings on these larger units.DO NOT LIFT the strainer Step 12: or the basket housing by the knobs or handle. Remove the upper stem from the main housing by pressing it down from the top into the upper ball area. Step I: o Shut down flow on both sides of the strainer. Step 13: Inspect all 0-rings on the upper and lower stems and,if Step 2: worn,replace them. Turn diverter handle toward the center position. Open pet cocks on both chambers to bleed pressure. Step 14: VI Slide thrust washer onto the upper stem. Lightly grease 0 Step 3: the 0-rings on the upper stem. Insert the upper stem0 3 Open drain plugs and drain both chambers. into the main housing from the upper ball area by pushing up through the top hole.Ensure that the rounded portion — Step 4: of the stem faces toward the basket in the main housing. Remove the knobs/nuts from the basket covers and remove the covers. Pull the strainer baskets from the basket housings. Step 15: Lightly grease the 0-ring on the lower stem.Insert the Step 5: lower stem into the main housing from the lower ball Unit may be serviced from either side.Turn diverter handle toward area by pushing up through the center hole.Ensure that the basket housing which will be removed. the flats on both the upper and lower stems are in line and parallel with each other. Step 6:Remove handle from the main housing. Step 16: Step 7: Inspect the counter bores for the PTFE seats in the main Loosen nuts holding the basket housing and carefully pull it from housing to ensure that they are clean. Push the PTFE seats the center housing. (Use a sling to ensure that the basket housing and seals into the counter bore,making sure that they are does not drop.) flat and parallel to the counter bore. YOUR PIPELINE TO THE FUTURE! TeL 910-735-0000 C Fax 910.738-3848 .- titan@unnkicom-. www.dunfci.com 290 Corporate Drive PO Box 7408 -) Lumberton,NC 28358 E x5 o xC 48 4 E r 1 "sP i 1 ; \\, / , \ = ` N L i -. y If 1 1 a. - V - 1- 1 g E `lam - Zm ,a R6 v Z <> L"---,,,....--: 111 7 .1 - j r L. E t, s p L s 2 jilflilliii!iii151 1 (-› — l -R# _Pb„ 31 na" 2. :a-^e,sF-^3Pd,iRn`s LISSUEOFORCONSTRUCTIONON04162022 „,,,,,,.,,.. XI .�.... _, .. e..� f..c.v 3-- �— ---- molt, UIYIn PORT FRIkU�IEffER50N COUPON.Pt; 1t" �- �� � ' — — ui PORT ARTHUR WWTP IMPROVEMENTS $ 9 __.___._-.. ___._.. .. .._._ R.IECIEFKKJEI _ _— Mr:.r:t..Ptm x, CHLORINE CONTACT BASINS .Pnw 6 v,. "' �....... STRUCTURAL DETAILS 02 Rd'" ""Z"•• I Exhibit "B" (Contract Status) t Contract Status Contract Name: Main WWTP Improvement Contractor: ALLCO Contract#: 24-021 Original Contract Amount: $ 73,643,227.00 Statutory Range: $ 18,410,806.75 Pursuant to 252.048(d)(+/-) Amount Percentage of Percentage Original Contract to Date Original Contract $ 73,643,227.00 Change Order 1 $ (6,234,049.00) -8.5% -8.5% Change Order 2 $ (73,564.57) -0.1% -8.6% Change Order 3 $ 114,851.00 0.2% -8.4% Change Order 4 $ 389,801.00 0.5% -7.9% Change Order 5 $ 1,118,591.00 1.5% -6.4% Change Order 6 $ 805,251.12 1.1% -5.3% Change Order 7 $ 357,699.02 0.5% -4.8% Change Order 8(proposed) $ 458,175.02 0.6% -4.2% Total Change Orders to Date $ (3,063,245.41) -4.2% New Total Contract Amount $ 70,579,981.59 I