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HomeMy WebLinkAbout11/21/2023 PACKETREGULAR MEETING OF THE CITY COUNCIL COUNCIL CHAMBERS CITY HALL 801 MAIN STREET TUESDAY, NOVEMBER 21, 2023 1:30 PM AGENDA CALL TO ORDER INVOCATION PLEDGE OF ALLEGIANCE ROLL CALL PROCLAMATIONS PRESENTATIONS Communications Update Employee Service Award Presentation for the Creation of a Tax Increment Reinvestment Zone (TIRZ) for Downtown Beaumont RECOGNITIONS PUBLIC COMMENT ON AGENDA/CONSENT Persons may speak on the Consent Agenda and Regular Agenda items 1-11 (or any other topic). CONSENT AGENDA A. Council to consider approving the November 7, 2023, City Council meeting minutes. B. Council consider a resolution authorizing the acceptance of a ten foot (10’) wide Exclusive Water Line Easement. C. Council consider a resolution authorizing the City Manager to execute Change Order No. 1, to the contract with Viking Painting, LLC, of La Vista, NE, for the Southwest Elevated Storage Tank Rehabilitation Project. D. Council consider a resolution authorizing the acceptance of a ten foot (10’) wide Exclusive Water Line Easement with Arfeen Properties. E. Council to consider authorizing settlement of the claim of Jazma Watson. F. Council approve an ordinance amending Title I Chapter 20 Section 20.03.003 of the Code of Ordinances that would change the speed limits on US 69, 96, 287 and SH 347. G. Council approve an ordinance amending Title I Chapter 20 Section 20.03.003 of the Code of Ordinances that would change the speed limits on College Street (US 90). H. Council approve an ordinance amending Title I Chapter 20 Section 20.03.003 of the Code of Ordinances that would change the speed limits on Interstate 10. I. Council consider a resolution authorizing the City Manager to execute an agreement to administer portions of the Owner-Occupied Minor Repair Program for Program Year 2023. J. Council to consider appointments to the Board of Adjustments Committee. K. Council to consider appointments to the Library Commission. L. Council to consider appointments to the Convention and Tourism Advisory Board M. Council to consider appointments to the Building Board of Appeals Committee. N. Council consider a resolution setting a public hearing for the creation of a Tax Increment Reinvestment Zone REGULAR AGENDA 1. Council to consider approval of an ordinance canvassing the results of the November 7, 2023, City of Beaumont Special Election. 2. Council to consider approval of a resolution adopting changes to the City Charter. 3. Council consider a resolution for the approval of an agreement with OpenGov, Inc. in San Jose, CA, for the procurement of the OpenGov Budgeting and Planning software for $120,000. 4. Council consider a resolution authorizing the purchase of one (1) Raw Sewage 10 MGD Pump for the Headworks Building at the Wastewater Treatment Plant. 5. Council consider a resolution authorizing the City Manager to execute Change Order No. 1 to the contract with MK Constructors, of Vidor, for the Jefferson Street Infrastructure Repair Project. 6. Council to consider an ordinance denying CenterPoint Energy Resources Corporation proposed rates. 7. Council consider a resolution approving a contract for collection services for Municipal Court. 8. Council consider a resolution authorizing the City Manager to execute Change Order No. 4, to the contract with Allco, LLC, of Beaumont, for the Collier’s Ferry Pump Station Project. 9. Council consider a resolution approving the award of a contract for the demolition of the two structures located at 555 Main Street. 10. Council consider a resolution renewing a contract with SETEX Construction Corp., for the Citywide Emergency Water Main Repairs III. PUBLIC HEARING Council to Conduct a Public Hearing for an Emergency Demolition of 2778 Amarillo REGULAR AGENDA 11. Emergency Demolition of 2778 Amarillo DISCUSSION ITEM Discuss and receive direction regarding a request to rename the Beaumont Municipal Tennis Center. COUNCIL COMMENTS EXECUTIVE SESSION Consider matters related to contemplated or pending litigation in accordance with Section 551.071 of the Government Code: Keethon Diamond vs. City of Beaumont; Cause No. D-0209462 ADJOURNMENT Persons with disabilities who plan to attend this meeting and who may need auxiliary aids or services are requested to contact Kaltrina Minick at (409) 880-3777. A TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Tina Broussard, City Clerk MEETING DATE: November 21, 2023 REQUESTED ACTION: Council to consider approving the November 7, 2023, City Council meeting minutes. BACKGROUND None FUNDING SOURCE None RECOMMENDATION Approval of the Minutes ATTACHMENTS Minutes - November 7, 2023 Minutes – November 7, 2023 MINUTES OF THE CITY OF BEAUMONT COUNCIL MEETING Albert “A.J.” Turner, Mayor Pro Tem ROY WEST, MAYOR Randy Feldschau, At-Large Taylor Neild, Ward I CITY COUNCIL MEETING Michael Getz, Ward II Audwin Samuel, Ward III November 7, 2023 Chris Durio, Ward IV Tina Broussard, City Clerk Kenneth R. Williams, City Manager Sharae Reed, City Attorney The City Council of the City of Beaumont, Texas, met in a regular session in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551 on November 7, 2023, at the City Hall Council Chambers, 801 Main Street, Beaumont, Texas, at 1:30 p.m. to consider the following: OPENING  Invocation Pledge of Allegiance Roll Call  Proclamations, Presentation and Recognition  Public Comment: Persons may speak on the Consent Agenda/Regular Agenda items 1-4 Mayor West called the council meeting to order at 1:30 p.m. Minister Cheryl Williams with Antioch Baptist Church gave the invocation. Mayor West led the Pledge of Allegiance. Roll call was made by Tina Broussard, City Clerk. Present at the meeting were Mayor West, Mayor Pro Tem Turner, Councilmembers Durio, Getz, Feldschau, Samuel and Neild. Also, present were Kenneth R, Williams, City Manager; Sharae Reed, City Attorney; Tina Broussard, City Clerk. Proclamations, Presentation and Recognition “National Nurses Practitioners Week” – November 12-18, 2023 – Proclamation read by Tina Broussard, City Clerk; accepted by Mrs. Cynthia Arceneaux, with SETX Nurse Practitioners Organization “Veterans Day” – November 11, 2023 – Proclamation read by Councilmember Durio; accepted by Ray Hardy and John Bryant, Vietnam Veterans of America SETC Chapter 292 Mayor West read the announcement regarding the Executive Session being held at the conclusion of Public and Councilmember comments. Public Comment: Persons may speak on the Consent Agenda/Regular Agenda Items 3-4 (or any other topic) (Public comments can be heard or seen at the City of Beaumont website at beaumonttexas.gov Emma Richardson 4335 Congress St. Beaumont TX Minutes – November 7, 2023 Isean Isedore No address given Beaumont TX Steven Vasquez 1397 Corley Ave. Beaumont TX Tone Ligon 4240 Inez Beaumont TX David Pete 6255 Chinn Ln. Beaumont TX Tess Wells 6200 Sienna Trail Beaumont TX Thefarro Richard 5275 Parkview Dr. Beaumont TX Charlie Crabbe 928 East Dr. Beaumont TX Vernon Durden 16436 Westburry Beaumont TX Deloris Clark 2825 S. 12th St. Beaumont TX Kathy Wingate 4790 Wingate St. #111 Beaumont TX Gloria Landry 2825 S. 12th St. #913 Beaumont TX Deondre Moore 9130 Gross Beaumont TX CONSENT AGENDA (Items placed on the Consent Agenda are considered routine in nature and are considered non- controversial. The Consent Agenda can be acted upon in one motion. A consensus of the Council is required to remove any item for discussion and separate action.) A. Council to Consider approving the October 31, 2023, City Council Meeting Minutes B. Council to consider a resolution appointing Tim Sudela to the Board of Appeals – Resolution 23-323 C. Council to consider the appointments to the Parks and Recreation Advisory Committee - Resolution 23-324 D. Council to consider appointments to the Animal Care Advisory Board - Resolution 23- 325 E. Council to consider appointments to the Community Development Advisory Committee – Resolution23-326 F. Council to consider appoints to the Historic Landmark Commission – Resolution 23-327 G. Council to consider appointments to the Library Commission – Resolution 23-328 H. Council to consider appointments to the Planning and Zoning Commission – Resolution 23-329 Minutes – November 7, 2023 I. Council to consider appointments to the Police Department Community Advisory Committee – Resolution 23-330 J. Council to consider appointments to the Convention and Tourism Advisory Board – Resolution 23-331 K. Council to consider a resolution authorizing the settlement of the claim of Tiffany Simpson – Resolution 23-332 L. Council to consider authorizing settlement of the claim of Stella DeBlanc – Resolution 23-333 M. Council to consider a resolution authorizing the acceptance of a ten foot (10’) wide Exclusive Water Line Easement with Julia Ruth Brower Steinhagen – Resolution 23-334 N. Council to consider a resolution authorizing the acceptance of three (3) ten foot (10’) wide Exclusive Water Line Easements with LaBelle Park, LP – Resolution 23-335 O. Council to consider the granting the City Manager approval to execute an amendment to the ZeroParks Management LLC Industrial District Agreement (IDA) – Resolution 23-336 Councilmember Feldschau moved to approve the Consent Agenda. Councilmember Getz seconded the motion. AYES: MAYOR WEST, MAYOR PRO TEM TURNER, COUNCILMEMBERS DURIO, GETZ, FELDSCHAU, SAMUEL AND NEILD NAYS: NONE MOTION PASSED REGULAR AGENDA 1. Council to consider a resolution authorizing the purchase of one (1) digester blower, motor, and skid for the Wastewater Treatment Plant. Currently, the Wastewater Treatment Plant has four (4) digester blowers (1,2,4, and 5). The main function for the blowers is to supply a rate of continuous forced oxygenated air to the digesters. Blower #5 has reached the lifetime expectancy and needs replacement before it completely fails and results in reduced capacity to produce sludge cake at the belt press. The total pricing for the 150 HP Blower, Motor, and Skid is $69,583.00 and was obtained from Atlas Copco Compressors, LLC, of Houston, the sole source provider of the blowers used at the Wastewater Treatment Plant. The quote and sole source letter are attached for your reference. Funds will come from the Capital Program. Approval of the resolution. Minutes – November 7, 2023 Councilmember Durio moved to APPROVE A RESOLUTION THAT THE CITY COUNCIL HEREBY APPROVES THE PURCHASE OF ONE (1) 150 HP DIGESTER BLOWER, MORE, AND SKID FOR THE WASTEWATER TREATMENT PLANT IN THE AMOUNT OF $69,583.00 FROM THE ATLAS COPCO COMPRESSORS, LLC, OF HOUSTON, TEXAS. Councilmember Samuel seconded the motion. AYES: MAYOR WEST, MAYOR PRO TEM TURNER, COUNCILMEMBERS DURIO, GETZ, FELDSCHAU, SAMUEL AND NEILD NAYS: NONE MOTION PASSED RESOLUTION 23-337 2. Council to consider a resolution authorizing the City Manager to award a contract to ALLCO, LLC, of Beaumont, for the Street Rehabilitation Citywide – Phase V (REBID) Project. The Street Rehabilitation Citywide – Phase V (REBID) Project consists of milling existing asphalt pavement, asphalt base repairs, concrete repairs, curb and gutter repairs, crack and joint sealing existing pavement, base stabilization with cement or cem-lime slurry, roadway resurfacing pavement with hot mix asphaltic concrete and new pavement markings. The base bid of this project is comprised of twenty-six (26) roadways scheduled for rehabilitation located citywide. The additive bid item is for the wastewater treatment plant Roadway Rehabilitation. On September 21, 2023, two (2) bids were received for furnishing all labor, materials, and equipment for the project. At this time, only the base bid is recommended for award. The Engineer’s Estimate for the base bid is $5,200,000.00. The base bid items are totaled in the table below: Contractor Location Base Bid Amount ALLCO, LLC Beaumont, TX $6,847,514.00 Texas Materials Group, Inc., dba Gulf Coast Beaumont, TX $6,882,857.50 The Public Works Engineering staff recommends this project be awarded to the lowest bidder, ALLCO, LLC, in the base bid amount of $6,847,514.00. A total of 365 calendar days are allocated for completion of the project. Funds will come from the Community Investment Plan – Street Rehabilitation Program. Approval of the resolution. Councilmember Feldschau moved to APPROVE A RESOLUTION THAT THE CITY HEREBY APPROVES THE AWARD OF A CONTRACT TO ALLCO, LLC., OF BEAUMONT, TEXAS, IN A BID AMOUNT OF $6,847,514.00 TO COMPLETE THE WORK AND MATERIALS FOR THE STREET REHABILITATION CITYWIDE-PHASE V (REBID) PROJECT AND THAT THE CITY MANAGER BE AND HE IS HEREBY AUTHORIZED TO EXECUTE A CONTRACT WITH ALLCO, LLC., OF BEAUMONT, TEXAS. Councilmember Samuel seconded the motion. Minutes – November 7, 2023 AYES: MAYOR WEST, MAYOR PRO TEM TURNER, COUNCILMEMBERS DURIO, GETZ, FELDSCHAU, SAMUEL AND NEILD NAYS: NONE MOTION PASSED RESOLUTION 23-338 3. Council to consider a resolution renewing a contract with TMT Utilities, Inc., for the Citywide Emergency Water Main Repairs II. On August 15, 2023, the City of Beaumont issued a Mandatory Water Restriction as determined by Stage 3 of the Drought Contingency Plan due to the excessive heat and lack of rain. The excessive heat and lack of rain has caused multiple water mains to burst, causing blowouts throughout the city. The blowouts must be repaired immediately to conserve the already limited water consumption deemed mandatory throughout the City, along with maintaining adequate water pressure per state regulations for public health and safety. On September 26, 2023, by Resolution No. 23-269, the City Council awarded a contract to TMT Utilities, Inc. for emergency water main repairs in the amount of $100,000 with an option to renew one (1) time. TMT Utilities, Inc. has completed the first $100,000 of work closing out the first contract. Due to the fact that the number of outstanding water main repairs continues to be higher than normal, staff recommended that the agreement be renewed and not to exceed $100,000. Funds will come from the Water Utilities Fund. Approval of the resolution. Councilmember Feldschau moved to APPROVE A RESOLUTION THAT THE CITY COUNCIL HEREBY APPROVES THE RENEWAL OF THE CONTRACT WITH TMT UTILITIES, INC., OF HUNTSVILLE, TEXAS, FOR THE CITYWIDE EMERGENCY WATER MAIN REPAIRS II IN THE AMOUNT NOT TO EXCEED $100,000.00; AND THAT THE CITY MANAGER BE AND HE IS HEREBY AUTHORIZED TO EXECUTE A RENEWAL CONTRACT WITH TMT UTILITIES, INC., OF HUNTSVILLE, TEXAS. Councilmember Getz seconded the motion. AYES: MAYOR WEST, MAYOR PRO TEM TURNER, COUNCILMEMBERS DURIO, GETZ, FELDSCHAU, SAMUEL AND NEILD NAYS: NONE MOTION PASSED RESOLUTION 23-339 PUBLIC HEARING Minutes – November 7, 2023 Council to conduct a Public Hearing authorizing ZIP to implement the Qualified Veterans Pass Program Public Hearing Opened: 2:27 p.m. Deloris Clark 2825 S. 12th St. #111 Beaumont TX Charlie Crabbe 928 East Dr. Beaumont TX Public Hearing Closed: 2:50 p.m. 4. Council to consider an ordinance authorizing implementation of the Qualified Zip Veterans Pass Program. Zip, formerly known as Beaumont Municipal Transit System, requests permission to implement the Qualified Zip Veterans Pass Program for qualified veterans to receive free fixed route and paratransit services. Similar to Houston Metro‘s program, a qualified veteran under this program is a person who has a service-connected disability rating of 50% or more, or 40% or more due to the amputation of a lower extremity or received a Medal of Valor (Air Force Cross, Medal of Honor, Distinguished Service Cross, Navy Cross or Purple Heart). Zip has a partnership with the Veterans Administration Office to confirm such records should the program be implemented. Any qualified Veteran will have their application processed within forty-eight (48) hours of receipt to the Veterans Administrative Offices. The proposed program aligns with the requirements of Harris County’s transit system, Metro. The transit system is funded through a combination of rider fares, the General Fund as well as grants from the Texas Department of Transportation and the Federal Transit Administration. Approval of the ordinance. After discussion Councilmember Duiro asked that the fixed route and paratransit services for Veterans not have any qualifications and that all Veterans can ride as long as they can prove they were in the military. Councilmember Neild second that request. The item was approved on the condition that staff come back with more information within thirty (30) days. Councilmember Durio moved to ADOPT AN ORDINANCE ENTITLED AN ORDINANCE IMPLEMENTING THE QUALIFIED ZIP VETERANS PASS PROGRAM FOR QUALIFIED VETERANS. Councilmember Neild seconded the motion. AYES: MAYOR WEST, MAYOR PRO TEM TURNER, COUNCILMEMBERS DURIO, GETZ, FELDSCHAU, SAMUEL AND NEILD NAYS: NONE MOTION PASSED ORDINANCE 23-085 Minutes – November 7, 2023 COMMENTS  Councilmembers/City Manager/City Attorney comments on various matters (Comments can be heard or seen on the City of Beaumont website at beaumonttexas.gov) COUNCILMEMBER COMMENTS COUNCILMEMBER TEM DURIO - COUNCILMEMBER GETZ - MAYOR PRO TEM TURNER - COUNCILMEMBER FELDSCHAU - COUNCILMEMBER SAMUEL - COUNCILMEMBER NEILD - CITY ATTORNEY REED – PW DIRECTOR BARTKOWIAK – ACM BOONE – ACM ELLIS - CITY CLERK BROUSSARD - CITY MANAGER WILLIAMS - MAYOR WEST – EXECUTIVE SESSION • Consider matters related to the contemplated or pending litigation in accordance with Section 551.071 of the Government Code: The Claim of Jazma Watson • Consider matters related to the deliberation of the purchase, exchange, lease or value of real property in accordance with Section 551.072 of the Government Code, to wit: Specifically, Land owned by the City of Beaumont at HEFLERBOWER & SCOTT LOT D, B27 PT LOT A, B28 12.424 AC NE PT LT A, B28 25.5A, Beaumont, Jefferson County, Texas Open session of meeting recessed at 3:00 p.m. Minutes – November 7, 2023 Roy West, Mayor Tina Broussard, City Clerk B TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Bart Bartkowiak, Director of Public Works MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution authorizing the acceptance of a ten foot (10’) wide Exclusive Water Line Easement. BACKGROUND Kareem Hamdan and Hanan Hamdan have agreed to convey a ten foot (10’) wide Exclusive Water Line Easement to the City of Beaumont. The easement is described as being a 0.0842 acre tract of land out of the Daniel Easley Survey, Abstract No. 20. The easement is for the construction of a water line to Seven Stars Phase One subdivision. FUNDING SOURCE Not applicable. RECOMMENDATION Approval of the resolution. ATTACHMENTS Water Line Easement - Kareem and Hanan Hamdan RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: WHEREAS, Kareem Hamdan and Hanan Hamdan have agreed to convey a ten (10) foot wide Water Line Easement to the City of Beaumont, said easement being a 0.0842-acre tract part of land out of the Daniel Easley Survey, Abstract No. 20, as described in Exhibit “A,” and attached hereto, to the City of Beaumont for Seven Stars Phase One subdivision; and, WHEREAS, the City Council has considered the purpose of said conveyance and is of the opinion that the acceptance of said conveyance is necessary and desirable and that same should be accepted; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this resolution are hereby, in all things, approved and adopted; and THAT said above-described easement conveyed from Kareem Hamdan and Hanan Hamdan be and the same is hereby, in all things, accepted. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. _______________________________ - Mayor Roy West - C TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Bart Bartkowiak, Director of Public Works MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution authorizing the City Manager to execute Change Order No. 1, to the contract with Viking Painting, LLC, of La Vista, NE, for the Southwest Elevated Storage Tank Rehabilitation Project. BACKGROUND On April 18, 2023, by Resolution No. 23-104, City Council awarded a contract to Viking Painting, LLC, of La Vista, NE, in the amount of $1,348,440.00 for the Southwest Elevated Storage Tank Rehabilitation Project. Proposed Change Order No. 1, in the amount of $18,378.00, is requested to install a conduit for the proposed tank mixer and to add a logo to the south face of the tank. A total of five (5) calendar days are requested to be added to the contract for the additional work. The contract includes a Miscellaneous Tank Repairs Allowance of $25,000.00. If approved, Change Order No. 1 will be deducted from the Miscellaneous Tank Repairs Allowance resulting in no change to the current contract amount of $1,348,440.00. FUNDING SOURCE Capital Program. RECOMMENDATION Approval of the resolution. ATTACHMENTS Proposed Change Order No. 1 RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: WHEREAS, on April 18, 2023, the City Council of the City of Beaumont, Texas passed Resolution No. 23-104 awarding a contract in the amount of $1,348,440.00 to Viking Painting, LLC, of La Vista, Nebraska, for the Southwest Elevated Storage Tank Rehabilitation Project; and, WHEREAS, Change Order No. 1, in the amount of $18,378.00, is required to install a conduit for proposed tank mixer and to add a logo to the south face of the tank. A total of five (5) calendar days are requested to be added to the contract for the additional work. If approved, Change Order No. 1 will result in no change to the current contract amount. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this resolution are hereby, in all things, approved and adopted; and, THAT the City Manager be and he is hereby authorized to execute Change Order No. 1, for additional work described above for the Southwest Elevated Storage Tank Rehabilitation Project; and, The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. - Mayor Roy West - Contract # 002.001 07-Nov-2023 08:25 AM CST South West Tank Rehabilitation 1350 Langham Rd Beaumont, TX 77707 Project Number: WU0123-08 002.001: Change Order 1 Grand Total: $0.00 For 002 South West Tank Rehab - Cons. Division 33 Line Item Type Unit price Group 3.0 Construction Scope of Work This Change Order is to install a conduit for the proposed tank mixer and to add an additional logo facing south on the tank. Notes Awarded To Reason Code Owner Requested Days Changed 5 Attachments Change Order Summary Original Contract Sum 1,348,440.00 Substantial Completion Date Net Cost by Previous Approved COs 0.00 Net Time Change By Previous COs 0 days Contract Sum Before This CO 1,348,440.00 Substantial Completion before This CO Contract Sum Changed By This CO 0.00 Time Changed By This CO 5 days New Contract Sum 1,348,440.00 New Substantial Completion Date All Change Orders make up 0.00% of the Original Contract Accounting and Status Accounting Status Item Id 473 Viking Industrial Painting, LLC Luan Ha 28352 Grand Total: 0.00 PO Number 441224 FEMA Number Accounting Project Code Custom Accounting Field 04 Custom Accounting Field 05 Custom Accounting Field 06 Custom Accounting Field 07 Custom Accounting Field 08 Line Items Item # Account Code WBS/ Section Description Quantity UoM Unit Price Total Amount Contract Items 019 330000 Miscellaneous Tank Repairs -0.74 ALLOW 25,000.00 -18,378.00 020 330000 Install new buried 1" electrical conduit from the power panel to the dry riser. Repair coating 1.00 LS 10,778.00 10,778.00 021 330000 Paint one additional logo 1.00 LS 7,600.00 7,600.00 Total 0.00 Name or Role Status Actions 1 External-GC Approved Luan Ha 06-Nov-2023 09:17 AM CST 2 External-Engineer Approved Jeff Beaver 06-Nov-2023 02:54 PM CST 3 Project Manager Approved John Pippins 06-Nov-2023 04:07 PM CST 4 City Engineer Approved Amalia "Molly" Villarreal 06-Nov-2023 04:59 PM CST 5 Director Approved Bart Bartkowiak 07-Nov-2023 08:21 AM CST 6 Admin Pending 7 Assistant City Manager Waiting for previous approvals. 8 City Clerk Waiting for previous approvals. Created by: John Pippins on 27-Oct-2023 Last Modified by: Bart Bartkowiak on 07-Nov-2023 Approval Pending Due: 14-Nov-2023 D TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Bart Bartkowiak, Director of Public Works MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution authorizing the acceptance of a ten foot (10’) wide Exclusive Water Line Easement with Arfeen Properties. BACKGROUND Arfeen Properties has agreed to convey a ten foot (10’) wide exclusive Water Line Easement to the City of Beaumont. The easement is described as being a 2,798.19 square foot tract of land out of a 1.13 acre tract of land situated in the H. Williams Survey, Abstract No. 56. The easement is for construction of a new water line to serve a new healthcare facility located at 6480 Delaware Street. FUNDING SOURCE Not applicable. RECOMMENDATION Approval of the resolution. ATTACHMENTS Water Line Easement - Arfeen Properties RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: WHEREAS, Arfeen Properties has agreed to convey a ten (10) foot wide Water Line Easement to the City of Beaumont, said easement being a 2,798.19 square foot tract of land out of a 1.13-acre tract of land situated in the H. Williams Survey, Abstract No. 56, as described in Exhibit “A,” and attached hereto, to the City of Beaumont for construction of a new water line to serve a new healthcare facility located at 6480 Delaware Street; and, WHEREAS, the City Council has considered the purpose of said conveyance and is of the opinion that the acceptance of said conveyance is necessary and desirable and that same should be accepted; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this resolution are hereby, in all things, approved and adopted; and THAT said above-described easement conveyed from Arfeen Properties be and the same is hereby, in all things, accepted. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. _______________________________ - Mayor Roy West - E TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Sharae Reed, City Attorney MEETING DATE: November 21, 2023 REQUESTED ACTION: Council to consider authorizing settlement of the claim of Jazma Watson. BACKGROUND The claim of Jazma Watson was presented and discussed in Executive Session on November 7, 2023. The City Attorney is requesting authority to settle this claim in the amount of $34,200.00. FUNDING SOURCE General Liability Fund. RECOMMENDATION Approval of the resolution. ATTACHMENTS RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: WHEREAS, the claim of Jazma Watson was discussed in Executive Session properly called and held on Tuesday, November 7, 2023; and, WHEREAS, the City Attorney is requesting authority to settle this claim; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this resolution are hereby, in all things, approved and adopted; and, THAT the City Attorney be, and is hereby, authorized to settle the claim of Jazma Watson for the sum of Thirty-Four and Two Hundred Thousand, and 0/100 Dollars ($34,200.00); and, BE IT FURTHER RESOLVED THAT the City Manager be and he is hereby authorized to execute all documents related to settlement of the claim. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. _______________________________ - Mayor Roy West - F TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Bart Bartkowiak, Director of Public Works MEETING DATE: November 21, 2023 REQUESTED ACTION: Council approve an ordinance amending Title I Chapter 20 Section 20.03.003 of the Code of Ordinances that would change the speed limits on US 69, 96, 287 and SH 347. BACKGROUND The Texas Department of Transportation (TxDOT) performed a traffic survey on US 69, 96, 287 and SH 347. The study indicated an excessive number of crashes compared to similar roadways in Texas. A detailed crash analysis provided by TxDOT can be found in Exhibit 3. It is anticipated that lowering the speed limit will reduce the number and severity of crashes. The current ordinance for US 69, 96, 287 does not reflect the existing speed limit of the road or the proposed speed limit by TxDOT. SH 347 is currently omitted from the ordinance. City Staff and TxDOT propose that the speed zone boundaries and speed limits for these sections of US 69, 96, 287 and SH 347 be amended under the schedule Chapter 20 Section 20.03.003 to read as follows: FUNDING SOURCE Not Applicable. RECOMMENDATION Approval for amending Title I Chapter 20 Section 20.03.003 of the Code of Ordinances. ATTACHMENTS US 69 and SH 347 Exhibit ORDINANCE NO. ENTITLED AN ORDINANCE AMENDING CHAPTER 20, ARTICLE 20.03, SECTION 20.03.003 OF THE CODE OF ORDINANCES OF BEAUMONT, TEXAS BY CHANGING AND AMENDING SPEED LIMITS AND SPEED ZONE BOUNDARIES TO THE SCHEDULE FOR US 69, 96, 287, AND SH 347; PROVIDING FOR SEVERABILITY; PROVIDING FOR REPEAL; AND PROVIDING A PENALTY. BE IT ORDAINED BY THE CITY OF BEAUMONT: Section 1. That Chapter 20, Article 20.03, Section 20.03.003 (a), (b), (c), and (d) of the Code of Ordinances of the City of Beaumont, be and the same is hereby amended by changing and adding speed limits and speed zone boundaries to the Schedule for US 69, 96, 287, and SH 347 to read as follows: Street Limits of Zone Direction of Travel Speed In Miles Per Hour Max. Min. US 69, 96, 287 SH 347 (a) From the intersection with Interstate 10, to the centerline of Sulphur Plant Road. (b) From the centerline of Sulphur Plant Road to the south city limits. (c) From the intersection with Sour 380 to the south city limits. Northwest and southeast Northwest and southeast Northwest and southeast 65 70 65 Section 3. That if any section, subsection, sentence, clause of phrase of this ordinance, or the application of same to a particular set of persons or circumstances, should for any reason be held to be invalid, such invalidity shall not affect the remaining portions of this ordinance, and to such end, the various portions and provisions of this ordinance are declared to be severable. Section 4. That all ordinances or parts of ordinances in conflict herewith are repealed to the extent of the conflict only. Section 5. That any person who violates any provision of this ordinance shall, upon conviction, be punished, as provided in Section 1.01.009 of the Code of Ordinances of Beaumont, Texas. The meeting at which this ordinance was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. ______________________________ - Mayor Roy West - Page 1 of 2 Exhibit 1 Ordinance Revisions - Title I Chapter 20 Section 20.03.003 US Hwy 69, 96, 287 Existing Ordinance Street Limits of Zone Direction of Travel Speed In Miles Per Hour Max. Min. Cardinal Drive Main Lanes (U.S. Hwy. 69, 96, 287) From the intersection with Interstate 10, said point being 4,330 feet northwest of the centerline of the A.T. and S.F. Railroad Bridge, to the south city limits. Northwest and southeast 55 45 Proposed Ordinance Street Limits of Zone Direction of Travel Speed In Miles Per Hour Max. Min. U.S. Hwy. 69, 96, 287 a) From the intersection with Interstate 10 to the centerline of Sulphur Plant Road. b) From the centerline of Sulphur Plant Road to the south city limits. Northwest and southeast Northwest and southeast 65 70 Page 2 of 2 Exhibit 1 Ordinance Revisions - Title I Chapter 20 Section 20.03.003 SH 347 Existing Ordinance SH 347 is currently omitted from the ordinance. Proposed Ordinance Street Limits of Zone Direction of Travel Speed In Miles Per Hour Max. Min. SH 347 From the intersection with Spur 380 to the south city limits. Northwest and southeast 65 US 69, 96, 287 From IH-10 to Southern City Limits CITY LIMITS IH-10 AVENUE A M.L. KING (SPUR 380) EXISTING SPEED ZONES PROPOSED SPEED ZONES Exhibit 2 Speed Zone Revision Map 65 mph 65 mph 70 mph 75 mph 10-30-2023 SULPHUR PLANT RD Page 1 of 2 SH 347 From Spur 380 to Southern City Limits Exhibit 2 Speed Zone Revision Map 10-30-2023 EXISTING SPEED ZONES 65 mph PROPOSED SPEED ZONE 70 mph 65 mph CITY LIMITS M.L. KING (SPUR 380) U.S. HWY 69, 96, 287 Page 2 of 2 STATE COUNTY JOB SHEET NO. HIGHWAY NO. TEXAS DISTRICT CONTROL SECTION DIVISION TEXAS FHWA MAP LOCATION SH 347 LIMITS ILLUSTRATED ARE APPROXIMATE. NOTES: BMT N JEFFERSON BRIDGE CITY 73 73 87 87 82 365 215 380 69 96 287 93 ARTHUR PORT Proposed 65 MPH Speed Zone Existing 70 MPH Speed Zone Mile Point 0.204 CITY OF BEAUMONT 366 BEAUMONT NEDERLAND SH 347 JEFFERSON 667 01 347 Proposed 65 MPH Speed Zone Existing 70 MPH Speed Zone Mile Point 1.402 CITY OF BEAUMONT County HWY Control Section From To Length Control-Section Length Meeting Criteria Crash Rate 2020 State Avg. Crash Rate 2020 Crash Rate 2021 State Avg. Crash Rate 2021 Crash Rate 2022 State Avg. Crash Rate 2022 Most Recent Speed Study Trial Run Existing Posted Speed Recommended Speed Jefferson US0069 0200-14 7.501 7.72 0.219 0.219 299.56 60.65 42.91 88.3 214.56 68.42 7/18/2023 70 MPH 75 MPH 70 MPH Jefferson US0069 0200-15 7.72 14.224 6.504 6.504 122.67 60.65 124.14 69.83 102.69 68.42 7/18/2023 70 MPH 75 MPH 70 MPH Crash Rate Chart Provided by TxDOT Exhibit 3 Page 2 of 4 STATE COUNTY JOB SHEET NO. HIGHWAY NO. TEXAS DISTRICT CONTROL SECTION DIVISION TEXAS FHWA MAP LOCATION US 69 LIMITS ILLUSTRATED ARE APPROXIMATE. NOTES: BMT N JEFFERSON BRIDGE CITY 73 73 87 87 82 365 215 380 69 96 287 93 ARTHUR PORT Proposed 70 MPH Speed Zone Existing 75 MPH Speed Zone Mile Point 7.501 CITY OF BEAUMONT Proposed 70 MPH Speed Zone Existing 75 MPH Speed Zone Mile Point 9.082 BEAUMONT CITY LIMITS Proposed 70 MPH Speed Zone Existing 75 MPH Speed Zone Mile Point 12.010 NEDERLAND CITY LIMITS 366 Proposed 70 MPH Speed Zone Existing 75 MPH Speed Zone Mile Point 13.074 NEDERLAND CITY LIMITS Proposed 70 MPH Speed Zone Existing 75 MPH Speed Zone Mile Point 13.074 PORT ARTHUR CITY LIMITS Proposed 70 MPH Speed Zone Existing 75 MPH Speed Zone Mile Point 17.127 CITY OF PORT ARTHUR BEAUMONT STATE COUNTY JOB SHEET NO. HIGHWAY NO. TEXAS DISTRICT CONTROL SECTION DIVISION TEXAS FHWA MAP STRIP SH 347 BMT SH 347 JEFFERSON 667 01 RES. SIGHT DISTANCE BALL BANK or ADVISORY SPEED CURVES OVER 2° GRADES OVER 3% SURFACE WIDTH AND TYPE R.O.W. AND RDBD. WIDTH ACCIDENTS C.L. BEARINGS DEVELOPMENT RES. SIGHT DISTANCE BALL BANK or ADVISORY SPEED CURVES OVER 2° GRADES OVER 3% SURFACE WIDTH AND TYPE R.O.W. AND RDBD WIDTH ZONE LENGTHS MILE ZONE SPEEDS MPH ZONE SPEEDS MPH ZONE LENGTHS MILE TOWARD TOWARD SEE BELOW MAP OF 667-01 - - CITY ORDINANCE DATE LEGEND XX 85 PERCENTILE SPEED TOP SPEED MEASURED XXX NUMBER OF CARS CHECKED XX XX TRIAL RUNS (AS NEEDED) FATAL ACCIDENT PERSONAL INJURY ACCIDENT PROPERTY DAMAGE ACCIDENT INDICATES SECTION ZONED BY COMMISSION MINUTE SECTION LENGTH C.S.J. LIMITS OF ZONE BEGIN MP END MP M.P.H. SCALE: G TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Bart Bartkowiak, Director of Public Works MEETING DATE: November 21, 2023 REQUESTED ACTION: Council approve an ordinance amending Title I Chapter 20 Section 20.03.003 of the Code of Ordinances that would change the speed limits on College Street (US 90). BACKGROUND The Texas Department of Transportation (TxDOT) performed a traffic survey on College Street (US 90). The study indicated an excessive number of crashes compared to similar roadways in Texas. It is anticipated that lowering the speed limit will reduce the number and severity of crashes. City Staff and TxDOT propose the speed zone boundaries and speed limits for these sections of College Street (US 90) be amended under the schedule Chapter 20 Section 20.03.003 to read as follows: FUNDING SOURCE Not Applicable. RECOMMENDATION Approval for amending Title I Chapter 20 Section 20.03.003 of the Code of Ordinances. ATTACHMENTS College Street Exhibit ORDINANCE NO. ENTITLED AN ORDINANCE AMENDING CHAPTER 20, ARTICLE 20.03, SECTION 20.03.003 OF THE CODE OF ORDINANCES OF BEAUMONT, TEXAS BY CHANGING AND AMENDING SPEED LIMITS AND SPEED ZONE BOUNDARIES TO THE SCHEDULE FOR COLLEGE STREET (U.S. HWY 90); PROVIDING FOR SEVERABILITY; PROVIDING FOR REPEAL; AND PROVIDING A PENALTY. BE IT ORDAINED BY THE CITY OF BEAUMONT: Section 1. That Chapter 20, Article 20.03, Section 20.03.003 (a), (b), (c), and (d) of the Code of Ordinances of the City of Beaumont, be and the same is hereby amended by changing and adding speed limits and speed zone boundaries to the Schedule for College Street (U.S. Hwy 90) to read as follows: Street Limits of Zone Direction of Travel Speed In Miles Per Hour Max. Min. College Street (U.S. 90) (a) From a point 90 feet east of the centerline of the Santa Fe Railroad to a point 30 feet west of Hillebrandt Bayou. (b) From a point 30 feet west of Hillebrandt Bayou to a point 60 feet east of the centerline of Wescalder Road. (c) From a point 60 feet east of the centerline of Wescalder to the west city limits. East and West East and West East and West 35 45 55 Section 3. That if any section, subsection, sentence, clause of phrase of this ordinance, or the application of same to a particular set of persons or circumstances, should for any reason be held to be invalid, such invalidity shall not affect the remaining portions of this ordinance, and to such end, the various portions and provisions of this ordinance are declared to be severable. Section 4. That all ordinances or parts of ordinances in conflict herewith are repealed to the extent of the conflict only. Section 5. That any person who violates any provision of this ordinance shall, upon conviction, be punished, as provided in Section 1.01.009 of the Code of Ordinances of Beaumont, Texas. The meeting at which this ordinance was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. ______________________________ - Mayor Roy West - Page 1 of 2 Exhibit 1 Ordinance Revisions - Title I Chapter 20 Section 20.03.003 College Street (US 90) Existing Ordinance Street Limits of Zone Direction of Travel Speed In Miles Per Hour Max. Min. College Street (US 90) a) From a point 90 feet east of the centerline of the Santa Fe Railroad tracks to a point 30 feet west of the centerline of Hillebrandt Bayou. b) From a point 30 feet west of the centerline of Hillebrandt Bayou to the centerline of Dowlen Road. c) From the centerline of Dowlen Road to a point 60 feet east of Wescalder. d) From a point 60 feet east of the centerline of Wescalder to the west city limits. East and West East and West East and West East and West 35 45 50 55 Page 2 of 2 Proposed Ordinance Street Limits of Zone Direction of Travel Speed In Miles Per Hour Max. Min. College Street (US 90) a) From a point 90 feet east of the centerline of the Santa Fe Railroad tracks to a point 30 feet west of the centerline of Hillebrandt Bayou. b) From a point 30 feet west of the centerline of Hillebrandt Bayou to a point 60 feet east of the centerline of Wescalder Road c) From a point 60 feet east of the centerline of Wescalder Road to the west city limits. East and West East and West East and West 35 45 55 College Street (US 90) From Wescalder Road to Dowlen Road EXISTING SPEED ZONES PROPOSED SPEED ZONES Exhibit 2 Speed Zone Revision Map 10-31-2023 CITY LIMITS WESCALDER RD DOWLEN RD HILLEBRANDT BAYOU 35 MPH ZONE CONTINUES TO 90 FEET EAST OF SANTA FE RAILROAD 55 mph 45 mph 35 mph 55 mph 50 mph 45 mph 35 mph County HWY Control Section From To Length Control-Section Length Meeting Criteria Crash Rate 2020 State Avg. Crash Rate 2020 Crash Rate 2021 State Avg. Crash Rate 2021 Crash Rate 2022 State Avg. Crash Rate 2022 Trial Run Existing Posted Speed Recommended Speed Jefferson US0090 0028-06 31.084 31.421 0.337 0.337 209.73 166.13 386.96 194.8 344.9 195.04 45 MPH 50 MPH 45 MPH Jefferson US0090 0028-07 0 1.045 1.045 1.045 209.73 166.13 386.96 194.8 344.9 195.04 45 MPH 50MPH 45 MPH Crash Rate Chart Provided by TxDOT Exhibit 3 Page 1 of 1 H TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Bart Bartkowiak, Director of Public Works MEETING DATE: November 21, 2023 REQUESTED ACTION: Council approve an ordinance amending Title I Chapter 20 Section 20.03.003 of the Code of Ordinances that would change the speed limits on Interstate 10. BACKGROUND The Texas Department of Transportation (TxDOT) performed a traffic survey on Interstate 10. The study indicated an excessive number of crashes compared to similar roadways in Texas. It is anticipated that lowering the speed limit will reduce the number and severity of crashes. The current ordinance for Interstate 10 does not reflect the existing speed limit of the road or the proposed speed limit by TxDOT. City Staff and TxDOT propose the speed zone boundaries and speed limits for these sections of Interstate 10 be amended under the schedule Chapter 20 Section 20.03.003 to read as follows: FUNDING SOURCE Not Applicable. RECOMMENDATION Approval for amending Title I Chapter 20 Section 20.03.003 of the Code of Ordinances. ATTACHMENTS IH 10 Exhibit ORDINANCE NO. ENTITLED AN ORDINANCE AMENDING CHAPTER 20, ARTICLE 20.03, SECTION 20.03.003 OF THE CODE OF ORDINANCES OF BEAUMONT, TEXAS BY CHANGING AND AMENDING SPEED LIMITS AND SPEED ZONE BOUNDARIES TO THE SCHEDULE FOR INTERSTATE 10; PROVIDING FOR SEVERABILITY; PROVIDING FOR REPEAL; AND PROVIDING A PENALTY. BE IT ORDAINED BY THE CITY OF BEAUMONT: Section 1. That Chapter 20, Article 20.03, Section 20.03.003 (a), (b), (c), and (d) of the Code of Ordinances of the City of Beaumont, be and the same is hereby amended by changing and adding speed limits and speed zone boundaries to the Schedule for Interstate 10 to read as follows: Street Limits of Zone Direction of Travel Speed In Miles Per Hour Max. Min. Interstate 10 (a) From the south city limits to a point 700 feet south of the centerline of Liberty Avenue. (b) From a point 700 feet south of the centerline of Liberty Avenue to the centerline of Harrison Avenue. (c) From the centerline of Harrison Avenue to the east city limits. East and West East and West East and West 65 45 60 45 55 45 Section 3. That if any section, subsection, sentence, clause of phrase of this ordinance, or the application of same to a particular set of persons or circumstances, should for any reason be held to be invalid, such invalidity shall not affect the remaining portions of this ordinance, and to such end, the various portions and provisions of this ordinance are declared to be severable. Section 4. That all ordinances or parts of ordinances in conflict herewith are repealed to the extent of the conflict only. Section 5. That any person who violates any provision of this ordinance shall, upon conviction, be punished, as provided in Section 1.01.009 of the Code of Ordinances of Beaumont, Texas. The meeting at which this ordinance was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. ______________________________ - Mayor Roy West - Page 1 of 1 Exhibit 1 Ordinance Revisions - Title I Chapter 20 Section 20.03.003 Interstate 10 Existing Ordinance Street Limits of Zone Direction of Travel Speed In Miles Per Hour Max. Min. IH-10 Interstate 10 Seventh to College Street a) From a point 1300 feet west of Calder to a point 350 feet west of the centerline of Harrison. b) From a point 350 feet west of the centerline of Harrison to a point 1400 feet east of the centerline of Eleventh Street. East and West East and West East and West 45 60 45 55 45 Proposed Ordinance Street Limits of Zone Direction of Travel Speed In Miles Per Hour Max. Min. Interstate 10 a) From the south city limits to a point 700 feet south of the centerline of Liberty Avenue. b) From a point 700 feet south of the centerline of Liberty Avenue to the centerline of Harrison Avenue. c) From the centerline of Harrison Avenue to the east city limits. East and West East and West East and West 65 45 60 45 55 45 Interstate 10 From the South City Limits to the East City Limits Exhibit 2 Speed Zone Revision Map 10-31-2023 CITY LIMITS CITY LIMITS 11th ST HARRISON AVE LIBERTY AVE 65 mph 65 mph 60 mph 60 mph 55 mph 55 mph 65 mph EXISTING SPEED ZONES PROPOSED SPEED ZONES I TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Chris Boone, Assistant City Manager, Community Services MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution authorizing the City Manager to execute an agreement to administer portions of the Owner-Occupied Minor Repair Program for Program Year 2023. BACKGROUND On May 2, 2023, by Resolution No. 23-124, the Council approved the 2023 Consolidated Programs Budget for the Community Development Block Grant (CDBG) funds. This program year is from July 1, 2023 through June 30, 2024. The Owner-Occupied Minor Repair Program provides home repairs to eligible applicants and furthers our goal of sustaining affordable housing inventory within the city limits. The program is administered by eligible non-profit agencies in partnership with the City. Each eligible and approved applicant may receive up to $24,999 for home repairs. A formal Request for Proposal notification was sent to eighty-five (85) potential vendors, with three (3) proposals submitted that were evaluated by a committee of three (3) staff members. The evaluation score sheet is attached. Staff recommends awarding $235,200 to Habitat for Humanity and $235,200 to Legacy Community Development Corp., LLC for the administration of a portion of the Owner-Occupied Minor Repair Program. FUNDING SOURCE U.S. Department of Housing and Urban Development Community Development Block Grant (CDBG) funds. RECOMMENDATION Approval of the resolution. ATTACHMENTS Score results. RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the City Manager be and he is hereby authorized to execute an agreement to administer portions of the Owner-occupied Minor Repair Program for the Program Year 2023 in the amount of $235,200.00 to Habitat for Humanity and $235,200.00 to Legacy Community Development Corp., LLC for a total amount of $470,400.00. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. ______________________________ - Mayor Roy West - Score Results RFP Number: DF0823-11 Quality Control Efficient Use of Funds Dispute Management RFP for Minor Home Repair Program RFP Opening Date: September 28,2023 Critera Habitat Legacy Community Development 20 20 20 6 5 4.67 4 4 4 4 2.33 4 98 0.33 4 Experience, Past Performance and Record of Integrity Management References Summary of Approach Program Administration Inspections Repairs Regulatory Compliance 3.67 AVERAGE SCORE Nehemiah's Vision 8.33 5 20 1.67 1.67 0 1 0 0.67 1.33 2 Safe Work Practices 16.33 20 19.33 3.67 42 91.67 5 3.67 4 4 4 4 J TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Sharae Reed, City Attorney MEETING DATE: November 21, 2023 REQUESTED ACTION: Council to consider appointments to the Board of Adjustments Committee. BACKGROUND Mayor Roy West appoints Roger Sorrell and Tom Rowe. The term for each shall begin on November 21, 2023, and expire on November 21, 2025. FUNDING SOURCE Not applicable RECOMMENDATION None ATTACHMENTS RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT Roger Sorrell and Tom Rowe are appointed to the Board of Adjustments Committee by Mayor Roy West. The term will commence November 21, 2023, and expire November 21, 2025. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. ______________________________ - Mayor Roy West - K TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Sharae Reed, City Attorney MEETING DATE: November 21, 2023 REQUESTED ACTION: Council to consider appointments to the Library Commission. BACKGROUND Mayor West appoints Jan Blackwood. The term shall begin on November 21, 2023 and expire on September 30, 2025. FUNDING SOURCE Not applicable RECOMMENDATION None ATTACHMENTS RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT Jan Blackwood is appointed to the Library Commission Committee by Mayor Roy West. The term will commence November 21, 2023, and expire September 30, 2025. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. ______________________________ - Mayor Roy West - L TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Sharae Reed, City Attorney MEETING DATE: November 21, 2023 REQUESTED ACTION: Council to consider appointments to the Convention and Tourism Advisory Board BACKGROUND Councilmen Feldschau appoints Jake Tortice. Mayor West appoints Memo Abarca and Cheryl Guillory. The term for each shall begin on November 21, 2023, and expire on September 30, 2025. FUNDING SOURCE Not applicable RECOMMENDATION None ATTACHMENTS RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT Jake Tortorice is appointed to the Convention and Tourism Advisory Board Committee by Councilmember Randy Feldschau. The term will commence November 21, 2023, and expire September 30, 2025; and, THAT Memo Abarca and Cheryl Guillory are appointed to the Convention and Tourism Advisory Board Committee by Mayor Roy West. The term for each will commence November 21, 2023, and expire September 30, 2025. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. ______________________________ - Mayor Roy West - M TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Sharae Reed, City Attorney MEETING DATE: November 21, 2023 REQUESTED ACTION: Council to consider appointments to the Building Board of Appeals Committee. BACKGROUND Mayor West appoints Vince Jabbia. The term shall begin on November 21, 2023, and expire on November 21, 2025. FUNDING SOURCE Not applicable RECOMMENDATION None ATTACHMENTS RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT Vince Jabbia is appointed to the Building Board of Appeals Committee by Mayor Roy West. The term will commence November 21, 2023, and expire November 21, 2025. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. ______________________________ - Mayor Roy West - N TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: June Ellis, Assistant City Manager, Operations MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution setting a public hearing for the creation of a Tax Increment Reinvestment Zone BACKGROUND The City of Beaumont is in the process of creating a Tax Increment Reinvestment Zone (TIRZ) #1, for downtown Beaumont. A TIRZ is a special zone that is created to spur economic development within an area. These zones help finance costs of redevelopment and promote growth in areas that would otherwise not attract sufficient market development in a timely manner. Taxes attributable to new improvements (tax increments) are set-aside in a fund to finance public improvements within the boundaries of the zone. The Beaumont TIRZ #1 is being proposed for the downtown area of the City. There are various steps in creating a TIRZ within a city, and before a governing body votes to create a TIRZ, a public hearing has to be held, per the State law. In order to hold a public hearing, notice must be given in a newspaper of general circulation in the City of Beaumont no later than the 7th day before the date of the hearing. The public hearing for the creation of the Zone is scheduled for December 5, 2023. The notice for the public hearing will be published, as required, on Monday, November 27th. FUNDING SOURCE Not applicable RECOMMENDATION Approval of resolution ATTACHMENTS RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BEAUMONT, TEXAS, SETTING A PUBLIC HEARING UNDER SECTION 311.003 OF THE TEXAS TAX CODE FOR THE CREATION OF A TAX INCREMENT REINVESTMENT ZONE CONTAINING APPROXIMATELY 7,384.43 ACRES OF LAND GENERALLY LOCATED WEST OF THE NECHES RIVER, ALONG INTERSTATE 10 AND ALONG NORTH HIGHWAY 69, AND BEING WHOLLY LOCATED WITHIN THE CORPORATE LIMITS AND EXTRATERRITORIAL JURISDICTION OF THE CITY OF BEAUMONT, TEXAS; AUTHORIZING THE ISSUANCE OF NOTICE BY THE CITY CLERK OF THE CITY OF BEAUMONT, TEXAS, REGARDING THE PUBLIC HEARING; AND DIRECTING THE CITY OF BEAUMONT, TEXAS TO PREPARE A PRELIMINARY REINVESTMENT ZONE FINANCING PLAN. WHEREAS, the City of Beaumont, Texas (the "City"), is authorized under Chapter 311 of the Texas Tax Code, as amended (the "Act"), to create a tax increment reinvestment zone within its corporate limits; and, WHEREAS, the City Council of the City (the "City Council") wishes to hold a public hearing in accordance with Section 311.003 of the Act regarding the establishment of a tax increment reinvestment zone containing approximately 7,384.43 acres of land generally located west of the Neches River, along Interstate 10 and along North Highway 69, and being wholly located within the corporate limits and extraterritorial jurisdiction of the City (the "Zone"), with the boundaries of the Zone being generally depicted in Exhibit “A,” attached hereto and made a part hereof for all purposes; and, WHEREAS, in order to hold a public hearing for the creation of the Zone, notice must be given in a newspaper of general circulation in the City no later than the 7th day before the date of the hearing in accordance with Section 311.003 of the Act; and, WHEREAS, the City Council has determined to hold a public hearing on December 5, 2023, on the creation of the Zone; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT, TEXAS: SECTION I. That a public hearing is hereby called for December 5, 2023, at 1:30 p.m., in the City Council Chamber, at 801 Main Street, Beaumont, Texas, 77701, for the purpose of hearing any interested person speak for or against: (i) the inclusion of property within the Zone; (ii) the creation of the Zone; (iii) the boundaries of the Zone; and/or (iv) the concept of tax increment financing. SECTION 2. That at such time and place the City Council will hear testimony regarding (i) the inclusion of property within the Zone; (ii) the creation of the Zone; (iii) the boundaries of the Zone; and/or (iv) the concept of tax increment financing and will provide a reasonable opportunity for the owner of any property within the proposed Zone to protest the inclusion of their property within the Zone. Upon closing the public hearing, the City Council will consider the adoption of an ordinance creating the Zone and other related matters. SECTION 3. That attached hereto as Exhibit “B,” is a form of the Notice of Public Hearing, the form and substance of which is hereby adopted and approved. SECTION 4. That the City Clerk is hereby authorized and directed to cause said notice to be published in substantially the form attached hereto as Exhibit “B,” in a newspaper of general circulation in the City no later than the 7th day before the date of the hearing on December 5, 2023. SECTION 5. That before the December 5, 2023, hearing concerning the Zone, the City shall prepare a preliminary reinvestment zone project and finance plan. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. - Mayor Roy West - Exhibit A – Depiction of the Proposed Zone Exhibit B CITY OF BEAUMONT CITY COUNCIL NOTICE OF PUBLIC HEARING ON CREATION OF A REINVESTMENT ZONE ______________________________________________________________________________ THE CITY OF BEAUMONT CITY COUNCIL WILL HOLD A PUBLIC HEARING ON DECEMBER 5, 2023 AT 1:30 P.M. IN THE CITY COUNCIL CHAMBER LOCATED AT 801 MAIN STREET, BEAUMONT, TEXAS, 77701, ON THE CREATION OF A REINVESTMENT ZONE AND ITS BENEFITS TO THE CITY OF BEAUMONT AND TO PROVIDE A REASONABLE OPPORTUNITY FOR ANY OWNER OF PROPERTY WITHIN THE PROPOSED ZONE TO PROTEST THE INCLUSION OF THEIR PROPERTY WITHIN THE PROPOSED ZONE, WHICH PROPOSED REINVESTMENT ZONE CONTAINS APPROXIMATELY 7,384.43 ACRES OF LAND GENERALLY LOCATED WEST OF THE NECHES RIVER, ALONG INTERSTATE 10 AND ALONG NORTH HIGHWAY 69, AND BEING WHOLLY LOCATED WITHIN THE CORPORATE LIMITS AND EXTRATERRITORIAL JURISDICTION OF THE CITY OF BEAUMONT, TEXAS. A MAP DEPICTING THE BOUNDARIES OF THE PROPOSED REINVESTMENT ZONE IS AVAILABLE IN THE OFFICE OF THE CITY SECRETARY AT 801 MAIN STREET, BEAUMONT, TEXAS, 77701, AND IS AVAILABLE FOR PUBLIC INSPECTION. AT THE PUBLIC HEARING, ANY INTERESTED PERSON MAY SPEAK FOR OR AGAINST THE INCLUSION OF PROPERTY WITHIN THE PROPOSED REINVESTMENT ZONE, THE CREATION OF THE PROPOSED REINVESTMENT ZONE, ITS BOUNDARIES AND/OR THE CONCEPT OF TAX INCREMENT FINANCING. FOLLOWING THE PUBLIC HEARING, A SEPARATE DATE WILL BE SET WHERE THE CITY COUNCIL WILL CONSIDER ADOPTION OF AN ORDINANCE CREATING THE REINVESTMENT ZONE AND OTHER RELATED MATTERS. 1 TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Tina Broussard, City Clerk MEETING DATE: November 21, 2023 REQUESTED ACTION: Council to consider approval of an ordinance canvassing the results of the November 7, 2023, City of Beaumont Special Election. BACKGROUND The Election Code, Section 67.003, stated that each local canvassing authority shall convene to conduct the local canvass at the time set by the canvassing authority's presiding officer not later than the eleventh day after election day and not earlier than the later of the third day after election day; the date on which the early voting ballot board has verified and counted all provisional ballots, if a provisional ballot has been cast in the election; or the date on which all timely received ballots cast from addresses outside of the United States are counted, if a ballot to be voted by mail in the election was provided to a person outside of the United States. The City Council shall meet and canvass the returns and officially declare the results. RECOMMENDATION Approval of the Ordinance ATTACHMENTS Ordinance ORDINANCE NO. AN ORDINANCE CANVASSING THE RETURNS OF THE SPECIAL ELECTION OF THE CITY OF BEAUMONT HELD ON THE 7TH DAY OF NOVEMBER 2023, FOR THE PURPOSE OF VOTING ON CHARTER AMENDMENT PROPOSITIONS; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR REPEAL. WHEREAS, the City Council of the City of Beaumont, in session, duly called for a special election to be held on the 7th of November 2023, and the election returns of the votes cast in said election were canvassed for the following propositions. WHEREAS, after duly canvassing said returns, the City Council finds that the votes cast at said election for the Charter propositions are as follows: City of Beaumont Charter Amendments PROPOSITION A Shall the City Charter of the City of Beaumont be amended to increase City Council terms from two (2) years to four (4) year staggered terms with a three-term limit totaling twelve (12) years per office? FOR: 4,141 46.41% AGAINST: 4,781 53.59% PROPOSITION B Shall the City Charter of the City of Beaumont be amended to require the City Council to hold such regular meetings as necessary to efficiently conduct the affairs of the City? FOR: 7,610 85.28% AGAINST: 1,314 14.72% PROPOSITION C Shall the City Charter of the City of Beaumont be amended to clarify the authority of the City Manager and City Council’s role? FOR: 7,376 83.47% AGAINST: 1,461 16.53% PROPOSITION D Shall the City Charter of the City of Beaumont be amended for consistency and compliance with State Law? FOR: 7,494 85.25% AGAINST: 1,297 14.75% PROPOSITION E Shall the City Charter for the City of Beaumont be amended to delete repetitive and unnecessary provisions? FOR: 7,179 81.68% AGAINST: 1,610 18.32% NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: Section 1. That the results of said City special election be and the same are hereby declared to have been as herein set out, and Charter Proposition A failed; and Charter Propositions B, C, D and E passed. Section 3. The City Council of the City of Beaumont further finds that notice of said special election was duly and properly given as required by law, and that said election was duly held and returns thereof were duly made by the proper officials of said election and in all things according to law. Section 4. That if any section, subsection, sentence, clause, or phrase of this ordinance, or the application of same to a particular set of persons or circumstances, should for any reason be held to be invalid or adjudged unconstitutional by a court of competent jurisdiction, such invalidity shall not affect the remaining portions of this ordinance, and to such end the various portions and provisions of this ordinance are declared to be severable; and the City Council of the City of Beaumont, Texas, declares it would have passed each and every part of the same notwithstanding the omission of any such part thus declared to be invalid or unconstitutional, or whether there by one or more parts. Section 5. That all ordinances or parts of ordinances inconsistent or in conflict herewith are, to the extent of such inconsistency or conflict, hereby repealed. The meeting at which this ordinance was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November 2023. ____________________________ - Mayor Roy West - ATTEST: _______________________________ Tina Broussard, City Clerk 2 TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Sharae Reed, City Attorney MEETING DATE: November 21, 2023 REQUESTED ACTION: Council to consider approval of a resolution adopting changes to the City Charter. BACKGROUND On November 7, 2023, the City held an election on the adoption of amendments to the City's Charter. The results for the election were canvassed on November 21, 2023. Before the amendments can become effective, Council is required to adopted said changes by resolution. FUNDING SOURCE Not applicable. RECOMMENDATION Approval of the resolution. ATTACHMENTS Measure language. RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BEAUMONT, TEXAS, ORDERING AND DECLARING THE NOVEMBER 2023 CHARTER AMENDMENTS, AS APPROVED BY THE VOTERS OF THE CITY OF BEAUMONT, ADOPTED. WHEREAS, on November 7, 2023, the City of Beaumont held an election on the adoption of amendments to the City’s Home Rule Charter; and, WHEREAS, on November 21, 2023, the City Council canvassed the votes of said election; and, WHEREAS, Texas Local Government Code Section 9.05 (b) provides that an amendment to a charter does not take effect until the governing body of the municipality enters an order in the records of the municipality declaring that the amendment is adopted; and, WHEREAS, pursuant to notice of a public meeting held in compliance with the Texas Open Meetings Act, the City Council of the City of Beaumont, Texas, convened into a regular meeting of the City Council on this the 21st day of November 2023, for the purpose of entering an order into the records of the city and declaring that the amendments to the City Charter are adopted; NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT, TEXAS, THAT: Section One: Findings. The foregoing recitals are hereby found to be true and correct and are hereby adopted by the City Council and made a part hereof for all purposes as findings of fact. Section Two: Proceedings. That an election was duly called and held on November 7, 2023, and final votes were canvassed on November 21, 2023, on the question of the adoption of amendments to the City of Beaumont Home Rule Charter, where it was determined that all legal votes were properly counted. Section Three: Immediate Adoption of Amendments. It is hereby ordered that the amendments passed and approved by the voters as stated in Measures B, C, D, and E, attached herein as Exhibit A, are hereby adopted and that the corresponding measure language is hereby incorporated into the City of Beaumont’s Charter. Section Four: The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Resolution for all purposes and are adopted as a part of the judgment and findings of the City Council. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. - Mayor Roy West - ATTEST: ______________________________ Tina Broussard, City Clerk 1 1 Proposition B 2 Shall the City Charter of the City of Beaumont be amended to require the City Council to hold 3 such regular meetings as necessary to efficiently conduct the affairs of the City? 4 Measure B 5 Article III 6 THE CITY COUNCIL. 7 8 Section 8 – MEETINGS: The City Council shall meet at regular meetings each week unless 9 postponed for valid reasons. The City Council shall hold such monthly meetings as necessary to 10 efficiently conduct the affairs of the City. The City Council shall set the date and time of its 11 regular meetings by resolution. Special meetings of the City Council shall be called by the City 12 Clerk, at the request of the Mayor, City Manager or four (4) members of the City Council. Four 13 (4) or more members of the City Council shall constitute a quorum for the transaction of 14 business. All meetings of the City Council shall be held in a public place in the City of 15 Beaumont. Meetings of the City Council shall be held in accordance with the laws of the State 16 of Texas which require meetings of public bodies to be open to the public. 17 2 18 Proposition C 19 Shall the City Charter of the City of Beaumont be amended to clarify the authority of the City 20 Manager and City Council’s roles? 21 Measure C 22 Article V 23 THE CITY MANAGER. 24 Section 3 – POWERS AND DUTIES OF THE CITY MANAGER: The powers and duties of 25 the City Manager shall be as follows: The City Manager shall be the chief administrative officer 26 of the City and shall be responsible to the City Council for the administration of all City affairs 27 placed in their charge by or under this Charter. The City Manager shall have such implied 28 authority as to properly carry out the functions of chief administrative officer for the City and, in 29 addition to those implied powers, shall have the following specific responsibilities and duties: 30 (1) Appoint and remove all heads of departments and all subordinate officers and 31 employees of the City except as otherwise provided by this Charter and except as he may 32 authorize the head of a department or office to appoint and remove subordinates in such 33 department or office. The decision of the City Manager or other appointing officer shall 34 be final and there shall be no appeal therefrom to any other office, body or court 35 whatsoever. 36 (2) Prepare the budget annually and submit it to the City Council and be responsible 37 for its administration after adoption. 38 (3) Prepare and submit to the City Council as of the end of the fiscal year a complete 39 finance report for the preceding year. 40 (4) Keep the City Council advised of the financial condition and future needs of the 41 City and to recommend to the City Council for adoption such resolutions as he may deem 42 necessary or expedient. 43 (5) Supervise the preparation of agendas for all meetings of the City Council. The 44 agendas shall be prepared in accordance with Rules and Procedures adopted by the City 45 Council and as provided for in this Charter. 46 (6) Oversee the purchasing of all merchandise, materials, supplies and services as 47 budgeted and shall put in place such rules and regulations governing contracts, requisitions 48 and transactions of business between City departments and vendors of goods and services 49 in compliance with all State procurement laws. 3 50 (7) Supervise City communication with the public and the news media including 51 outreach initiatives to the citizens and general public through various media venues. 52 (8) Except as otherwise provided for in this Charter the City Manager shall direct and 53 supervise the administration of all departments, offices and public utilities of the City and 54 shall investigate or cause to be investigated as appropriate any complaints concerning the 55 administration of the City. 56 (9) Appoint, suspend or remove any City employee except as otherwise provided by 57 this Charter. The City Manager may authorize any employee who is subject to the City 58 Manager's direction and supervision to exercise these powers with respect to subordinates 59 in that employee's department, office or agency. 60 (10) Direct and supervise the administration of all departments, officers, and agencies 61 of the City, except as otherwise provided by this Charter or by law. 62 (11) Establish personnel policies and procedures to be adopted by City Council and 63 make said policies available to all City employees. 64 (12) The City Manager shall have the authority to create and revise the City’s 65 organizational chart. 66 (13) Perform such other duties as may be prescribed by this Charter or required of him 67 by the City Council not inconsistent with this Charter. 68 69 Section 4 – INTERFERENCE BY CITY COUNCIL PROHIBITED: Neither the City Council 70 nor any of its committees or members shall dictate the appointment of any person to, or removal 71 from, office or employment or discipline by the City Manager or any of his subordinates or in any 72 manner interfere in the appointment or removal or discipline of employees under the City 73 Manager’s authority. Except for the purpose of inquiries and investigations, unless otherwise 74 provided in this Charter, the City Council and Members of City Council shall deal with City 75 officers and employees who are subject to the direction and supervision of the City Manager solely 76 through the City Manager, and neither the City Council nor Members of City Council shall give 77 orders to any such officer or employee, either publicly or privately. 78 4 79 Proposition D 80 Shall the City Charter of the City of Beaumont be amended for consistency and compliance with 81 State law? 82 83 Measure D 84 85 Article II 86 POWERS OF THE CITY. * 87 Section 1 – GENERAL: 88 The City shall have all powers and rights of self-government and home rule that exist now or 89 may be granted to municipalities by the Constitution and laws of the State of Texas, together 90 with all implied powers necessary to carry into execution such granted powers, unless such power 91 of right is expressly prohibited or restricted by this Charter. 92 The City of Beaumont, as such body politic and corporate, shall have perpetual succession; may 93 sue and be sued; and shall have all the powers granted to cities by the Constitution and Laws of 94 the State of Texas, together with all the implied powers necessary to carry into execution all the 95 powers granted. The City may acquire property within or without its boundaries for any 96 municipal purpose in fee simple or any lesser interest or estate, by purchase, gift, devise, lease 97 or condemnation and may sell, lease, hold, manage and control any property now owned by it or 98 which it hereafter may acquire, and may construct, own, lease, operate and regulate public 99 utilities; may assess, levy and collect taxes for general and special purposes on all lawful subjects 100 of taxation; may borrow money on the faith and credit of the City by the issuance and sale of 101 bonds or notes of the City; may appropriate the money of the City for all lawful purposes; may 102 regulate and control the use, for whatever purpose, of the streets and other public places; may 103 make and enforce all police, health, sanitary and other regulations, and may pass such ordinances 104 as may be expedient for the protection and maintenance of good government, peace and welfare 105 of the City, for the performance of the functions thereof, for the order and security of its 106 inhabitants, and to protect the peace, lives, health and property of the inhabitants; and may 107 provide suitable penalties for the violation of any ordinance enacted by the City of Beaumont; 108 and, except as prohibited by the Constitution of this State or restricted by this Charter, the City 109 may exercise all municipal powers, functions, rights, privileges and immunities of every name 110 and nature whatsoever. 111 Section 2 – GENERAL POWERS ADOPTED: The enumeration of the particular powers in this 112 Charter shall not be held or deemed to be exclusive, but in addition to the powers enumerated 113 herein or implied hereby or appropriate to the exercise of such powers, the City shall have and 114 may exercise all power of local self-government and all other powers which, under the 115 Constitution and Laws of the State of Texas, it would be competent for this Charter specifically 116 to enumerate. The City of Beaumont shall have and exercise all the powers enumerated in Chapter 5 117 13, Title 28, Article 1175 of the Revised Civil Statutes of the State of Texas of 1925 and 118 amendments thereto and hereafter enacted. 119 Article III 120 THE CITY COUNCIL. 121 Section 3 – QUALIFICATIONS: 122 Candidates for election and appointment to City Council shall be at least 21 years of age and 123 otherwise meet all state qualifications for office. 124 The Mayor and each of the six (6) Councilmembers shall be at least twenty-one (21) years of age, 125 shall be a citizen of the United States, a qualified voter of the City of Beaumont. (Amended 4/5/86; 126 Amended 5/1/21) 127 Article IV 128 ELECTIONS. 129 Section 2 – ELECTION OFFICERS AND CANVASSING RETURNS: The election judges 130 and other necessary election officials for conducting all such elections shall be appointed by the 131 Council, and they shall be qualified voters of the election precinct in which they are to serve. The 132 election judges shall certify their count of the ballots, attaching the tally sheet to their certificate 133 and deposit it with the City Clerk in a sealed envelope. Within five (5) days after an election, the 134 Council shall meet and canvass the returns and officially declare the result of the election. 135 Article VI 136 THE BUDGET. * 137 Section 2 – PREPARATION AND SUBMISSION OF BUDGET: The City Manager, shall 138 prepare the annual budget consistent with state law. at least forty-five (45) days prior to the 139 beginning of each budget year, shall submit to the City Council a proposed budget and an 140 explanatory budget message in the form and with the contents provided by Article VI, Sections 141 13 and 15. For such purpose, at such date as he shall determine, he, or an officer designated by 142 him, shall obtain from the head of each office, department or agency, estimates of revenue and 143 expenditures of that office, department, or agency detailed by organization units and character 144 and object of expenditure, and such other supporting data as he may request. Total proposed 145 expenditures shall not exceed total anticipated revenues and available reserves in the City 146 Manager’s proposed budget. In preparing the budget, the City Manager shall review the 147 estimates, shall hold hearings thereon and may revise the estimates, as he may deem advisable. 148 (Amended 4/5/86; Amended 5/1/21) 6 149 Section 6 – FURTHER CONSIDERATION OF BUDGET: After the conclusion of such public 150 hearing, the Council may insert new items or may increase or decrease the items of the budget, 151 except items in proposed expenditures fixed by law. Before inserting any additional item or 152 increasing any item of appropriation, it must cause to be published a notice setting forth the 153 nature of the proposed increases and fixing a place and time, not less than five (5) days after 154 publication, at which the Council will hold a public hearing thereon. 155 Section 9 – DATE OF FINAL ADOPTION; FAILURE TO ADOPT: The budget shall be 156 finally adopted in accordance with the Texas Local Government Code. Should the Council take 157 no final action in accordance with the Texas Local Government Code, the budget as submitted 158 by the City Manager shall be deemed to have been finally adopted by the Council. (Amended 159 5/1/21) 160 Section 19 – CAPITAL PROGRAM: 161 (a) Submission to Council: The Manager shall prepare and submit to the Council a five (5) 162 year Capital Program at least three (3) months prior to the final date for submission of the 163 budget. 164 Article XI 165 INITIATIVE, REFERENDUM AND RECALL. 166 Section 19 – DISTRICT JUDGE MAY ORDER ELECTION: Should the City Council fail or 167 refuse to order any of the elections as provided for in this Article, when all the requirements for 168 such election have been complied with by the petitioning electors in conformity with this Article 169 of the Charter, then it shall be the duty of any one of the District Judges of Jefferson County, 170 Texas, upon proper application being made therefor, to order such elections and to enforce the 171 carrying into effect of the provisions of this Article of this Charter. 172 173 Article XVII 174 GENERAL PROVISIONS. 175 Section 11 – PERSONS INDEBTED TO CITY SHALL NOT HOLD OFFICE OR 176 EMPLOYMENT: No person shall be qualified to hold a municipal office or serve the City in 177 any other capacity for which compensation is paid who is, or may become while in service, in 178 arrears in the payment of taxes or other liabilities due to the City. 179 7 180 Proposition E 181 Shall the City Charter of the City of Beaumont be amended to delete repetitive and unnecessary 182 provisions? 183 Measure E 184 Article I 185 INCORPORATION; FORM OF GOVERNMENT; TERRITORY. 186 Section 3 – BOUNDARIES: 187 The boundaries of the City may be enlarged by the annexation of additional territory in any 188 manner authorized by law. Whenever, in the opinion of the City Council, there exists within the 189 corporate limits of the City and territory, either inhabited or uninhabited, not suitable, or necessary 190 for City purposes, the City Council may, upon a public hearing and by ordinance duly passed, 191 discontinue said territory as part of the City. 192 The bounds and limits of the City of Beaumont as may be adjusted from time to time by the 193 properly adopted ordinances of the City Council of Beaumont are hereby established and 194 described as follows: 195 “Beginning on the right bank of the water’s edge of the Neches River where the center line of 196 Carroll Avenue in the Neches River Park Addition to the City of Beaumont strikes the river; 197 Thence south with the center line of Carroll Avenue to a point opposite the southwest corner of 198 the C. C. Caswell 256.6-acre tract; 199 Thence east with the southern boundary line of said Caswell tract to the east side of the Texarkana 200 and Fort Smith Railway Company’s right-of-way; 201 Thence southward with the eastern boundary line of said Texarkana and Fort Smith Railway 202 Company’s right-of-way to its point of curve, continuing southward to and across the Texarkana 203 and Fort Smith Railway Company’s spur track to the Beaumont Sawmill Company to a point in 204 its southern boundary line; 205 Thence in a westerly direction with the southern boundary line of said Texarkana and Fort Smith 206 Railway Company’s track to the eastern right-of-way line of the Texarkana and Fort Smith 207 Railway Company’s right-of-way, known as the Kansas City Southern Railway Company’s right- 208 of-way from Beaumont to Port Arthur; 209 Thence southeastward along said east right-of-way line of the Texarkana and Fort Smith Railway 210 to its intersection with the center line of Spindletop Avenue; 8 211 Thence southwestward along the center line of Spindletop Avenue to its intersection with the 212 east property line of the fresh water canal to Port Arthur; 213 Thence northwestward along the northeast property line of the fresh water canal to Port Arthur, 214 crossing Highland Avenue; 215 Thence continuing westward along the northern property line of said fresh water canal to Port 216 Arthur, and still continuing along said property line and following its curve to the north; 217 Thence continuing northward along the east property line of said fresh water canal to Port Arthur 218 to its intersection with the south line of the James W. Bullock Survey; 219 Thence westward along the south line of the James W. Bullock Survey to the east line of the 220 Samuel Stivers League; 221 Thence continuing westward along the south line of the James W. Bullock Survey produced 222 westward through the Samuel Stivers League to its intersection with the center line of Hillebrandt 223 Bayou; 224 Thence north along the center line of Hillebrandt Bayou to the center line of the Gulf and Interstate 225 Railway Company’s right-of-way; 226 Thence southwestward along said Gulf and Interstate Railway Company’s right-of-way to its 227 intersection with the center line of Walden Road; 228 Thence northwestward along the center line of Walden Road to its intersection with the south line 229 of the Charles Williams League; 230 Thence east along the south line of the Charles Williams League to the southeast corner of the 231 Thomas H. Langham Subdivision; 232 Thence north along the east line of the Thomas H. Langham Subdivision, it also being the east line 233 of Lots 1, 8, 9, 16, 17, 24 and 25 of said subdivision; 234 Thence continuing northward along the dividing line between the west line of Caldwood Acres and 235 the east line of the Langham Estate Subdivision to a point on the north line of the Texas and New 236 Orleans Railroad Company’s right-of-way, said point also being in the south line of Caldwood; 237 Thence southwestward along the dividing line between Caldwood and the Texas and New Orleans 238 Railroad Company’s right-of-way to the southwest corner of Caldwood; 239 Thence northward along the dividing line between Caldwood and Block “G” of the Langham 240 Estate Subdivision to its intersection with the south line of the Hezekiah Williams League, said 241 line also being the north line of the Charles Williams League; 242 Thence westward along the south line of the Hezekiah Williams League, crossing the Calder Road 243 to its intersection with the west line of Calder Road, said point of intersection also being the 244 northeast corner of Lot 1, Block “D” of the Langham Estate Subdivision; 9 245 Thence continuing westward along the north line of Lot 1, Block “D” said line also being the 246 south line of Dowlen Road, and continuing to a point where the center line of Dowlen Road turns 247 northwestward; 248 Thence northwestward along the center line of Dowlen Road and crossing the Missouri Pacific 249 right-of-way line; 250 Thence continuing northward along Dowlen Road, said road extending along the west line of Lots 251 6, 5, 4, 3, 2, 1 of Block “C” of the Langham Estate Subdivision, to a point in the center line of 252 Dowlen Road where said Dowlen Road turns eastward along the north line of Lot 1, Block “C” 253 of the Langham Estate Subdivision; 254 Thence eastward along the center line of said Dowlen Road, which road extends along the north 255 boundary of Lot 1, Block “C” of the Langham Estate Subdivision to its intersection with the center 256 line of Dowlen Road where it again turns northward; 257 Thence northward along center line of Dowlen Road, said road extending along the west line of 258 Block “L” of the Langham Estate Subdivision, and continuing northward along said center line to 259 its intersection with the north line of the Hezekiah Williams League; 260 Thence eastward along the north line of the Hezekiah Williams League to its intersection with the 261 west line of the Frederick Bigner Survey, said point being the southwest corner of the Frederick 262 Bigner Survey; 263 Thence northward along the west line of the Frederick Bigner Survey to the northwest corner of 264 the Frederick Bigner Survey, said corner also being the southwest corner of the Thomas Speer 265 League; 266 Thence eastward along the dividing line between the Frederick Bigner Survey and the Thomas 267 Speer League to the southeast corner of the Thomas Speer League; 268 Thence northward along the east line of the Thomas Speer League to the southwest corner of the 269 H. R. Williams Survey, said point also being the northwest corner of the Hezekiah Williams, Jr. 270 Survey; 271 Thence eastward along the south line of the H. R. Williams Survey and the north line of the 272 Hezekiah Williams, Jr. Survey to a point on the right bank of the water’s edge of the Neches 273 River; 274 275 Thence following the right bank of the water’s edge of the Neches River down said river in an 276 easterly direction to its intersection with the center line of Collier’s Ferry Road; 277 Thence southwestward, following the center line of said Collier’s Ferry Road to a point where 278 said center line intersects the south line of LaSalle Street; 10 279 Thence eastward along the south line of LaSalle Street produced eastward, said line also being the 280 north line of Beaumont Heights Subdivision, to its intersection with the center line of Brakes 281 Bayou; 282 Thence down the center line of Brakes Bayou with its meanderings to the right bank of the water’s 283 edge of the Neches River; 284 Thence down the right bank of the water’s edge of the Neches River with its meanderings to the 285 place of beginning.” 286 Section 4 – ANNEXATION. 287 The City Council shall have the power to annex additional territory, lying adjacent to the city, and 288 the inhabitants thereof, as may be authorized by, and in the manner and form prescribed by the 289 general laws of the State of Texas. (Amended 5/1/21) 290 291 Article II 292 POWERS OF THE CITY. * 293 Section 3 – EMINENT DOMAIN: The City shall have the full power and right to exercise the 294 power of eminent domain when necessary or desirable to carry out any of the powers conferred 295 upon it by this Charter or by the Constitution and Laws of the State of Texas. The City may 296 exercise the power of eminent domain in any manner authorized or permitted by the Constitution 297 and Laws of this State or in the manner and form that may be provided by ordinance of the 298 governing body of the City. The power of eminent domain hereby conferred shall include the right 299 of the City to take the fee and land so condemned and such power and authority shall include the 300 right to condemn public property for such purposes. The City shall have and possess the power of 301 condemnation for any municipal or public purposes even though not specifically enumerated in 302 this Charter. 303 Section 4 – SANITARY SEWER SYSTEM: The City shall have the power to provide for a 304 sanitary sewer system and to require property owners to connect their premises with such sewer 305 system; and to provide for penalties for failure to make sanitary sewer connections. 306 Article IV 307 ELECTIONS. 308 Section 3 – GENERAL ELECTIONS HELD: All elective officers under this Charter shall be 309 elected on regular election days as established by the Election Code of the State of Texas. 310 (Amended 4/5/86) 11 311 Section 5 – ELECTIONS AND NOMINATIONS: Any qualified person may have his or her 312 name placed on the official ballot as a candidate for the office of Mayor or Councilmember by 313 filing a sworn application for a place on the ballot pursuant to the Texas Election Code. (Amended 314 5/2/98) 315 Section 6 – BALLOTS: The official ballot shall be prepared in accordance with law. (Amended 316 8/13/83) 317 318 Article VII 319 FINANCE ADMINISTRATION. * 320 Section 7 – PURCHASE PROCEDURE: All purchases made by the City of Beaumont shall be 321 made in accordance with the Texas Local Government Code as it may be amended from time to 322 time. The exemptions from the necessity of competitive bidding as established by State law are 323 adopted. All contracts and purchases shall be handled so as to obtain the best value for the City, 324 with bids or quotes solicited whenever practicable. Nothing herein shall apply to a contract for 325 personal or professional services or to work done by the City and paid for by the day as such work 326 progresses. (Amended 9/16/03) 327 Section 9 – BORROWING IN ANTICIPATION OF TAXES: For the purpose of temporary 328 borrowing, the City Council shall have the power by ordinance to raise money on the credit of the 329 City by the issuance of warrants or notes in anticipation of the collection of taxes or of special 330 assessments. 331 Section 10 – SALE OF NOTES; WARRANTS: All notes or warrants issued pursuant to this 332 Article may be sold at not less than par and accrued interest at private sale by the Director of 333 Finance without previous advertisement, but such sale shall be authorized by the City Council. 334 Article VIII 335 TAXATION.* 336 Section 2 – POWER TO TAX: The City Council shall have the power under the provision of 337 State law to levy, assess and collect an annual tax upon taxable property within the City to the 338 maximum provided by the Constitution and general laws of the State of Texas. (Enacted 4/5/86) 339 340 Section 3 – ASSESSMENT OF TAXES: All property, real, personal or mixed, lying and being 341 within the corporate limits of the City of Beaumont on the first day of January in each year not 342 expressly exempt by law shall be subject to annual taxation in accordance with the procedures set 343 forth in the Constitution or general laws of the State of Texas. (Enacted 4/5/86) 12 344 Section 4 – TAXES; WHEN DUE AND PAYABLE: All taxes due to the City of Beaumont shall 345 be payable at the entity designated by the City to collect taxes for the City of Beaumont. Taxes 346 shall be due and shall become delinquent as provided in the Texas Tax Code as amended, which 347 code further provides for delinquent taxes, interest, attorneys fees, penalty, and procedures for the 348 collection of taxes. (Enacted 4/5/86; amended 9/16/03) 349 Section 5 – SEIZURE AND SALE OF PERSONAL PROPERTY: The seizure and sale of 350 personal property for taxes due shall be accomplished according to the provisions of the Texas 351 Tax Code, as amended. (Enacted 4/5/86) 352 Section 6 – TAX LIENS: The tax levied by the City shall be a first and prior lien upon the property 353 upon which the tax is due, which lien may be enforced and foreclosed according to the provisions 354 of the Texas Tax Code, as amended. (Enacted 4/5/86) 355 Article IX 356 ISSUANCE AND SALE OF BONDS.* 357 Section 1 – POWER TO BORROW: The City of Beaumont shall have the right and power to 358 borrow money on the credit of the City for permanent public improvements or for any other public 359 purpose consistent with the Constitution and laws of the State of Texas. 360 Article XIV 361 STREET AND SIDEWALK IMPROVEMENT. 362 Section 1 – POWER AND CONTROL OVER STREETS AND SIDEWALKS: The City of 363 Beaumont shall have the power to lay out, establish, open, alter, widen, lower, extend, grade, 364 abandon, discontinue, abolish, close, care for, pave, supervise, maintain and improve streets, alleys, 365 sidewalks, squares, parks, public places and bridges and regulate the use thereof and require the 366 removal from streets, sidewalks, alleys and other public property or places all obstructions and 367 encroachments of every nature or character upon any of said streets and sidewalks, and to vacate 368 and close private ways as permitted by general law. 369 Section 2 – STREET AND SIDEWALK IMPROVEMENTS: The City of Beaumont shall 370 have dominion, control and jurisdiction in, upon, and over and under the public streets, avenues, 371 sidewalks, alleys and highways of the City, and may provide for the improvement thereof by 372 paving, repaving, raising, lowering, grading, draining or otherwise. The provisions of the Texas 373 Transportation Code of the State of Texas, Chapter 313, together with existing and future 374 amendments, are expressly adopted and made a part of this charter. (Amended 9/16/03) 375 376 377 13 378 Article XV 379 FRANCHISES AND PUBLIC UTILITIES. * 380 Section 2 – POWER OF CITY COUNCIL: The City Council shall have power by ordinance 381 to grant, renew and extend all franchises of all public utilities of every character operating within 382 the City of Beaumont and, with the consent of the franchise holder, to amend same, and for such 383 purposes is granted full power. And said City Council shall have the power by ordinance, after 384 reasonable notice and hearing, to determine, fix and regulate charges, fares, or rates of any 385 person, firm or corporation enjoying or that may enjoy a franchise or exercising any other public 386 privilege in said City, and to prescribe the kind of service to be furnished by such person, firm 387 or corporation; and the manner in which it shall be rendered and from time to time to alter or 388 change such rules, regulations and charges. Unless provided in the ordinance granting the same, 389 no public utility franchise shall be transferable except with the approval of the City Council 390 expressed by ordinance. No exclusive franchise or extension or renewal thereof shall ever be 391 granted nor shall any franchise or privilege ever be granted to commence at any time after six 392 months subsequent to the taking effect of the ordinance granting the same. 393 Article XVII 394 GENERAL PROVISIONS. 395 Section 1 – BOARDS, COMMITTEES AND COMMISSIONS: With a goal of making boards, 396 committees and commissions representative of the diversity of the population within the City of 397 Beaumont, the City Council shall have the power to create by ordinance such boards, committees 398 and commissions which it deems necessary to effectively carry on the business and welfare of 399 the City. (Amended 4/5/86) 400 Section 2 – CONDEMNATION OF DANGEROUS STRUCTURES: Whenever in the opinion 401 of the City Council, any building, fence, shed, or structure of any kind or any part thereof is liable 402 to fall down and injure or endanger persons or property, the City Council may order the owner 403 or agent of the same, or occupant of the same, or any owner of the premises upon which such 404 building, shed, awning, or other structure stands or to which it is attached, to take down and 405 remove the same or any part thereof within such time as it may direct, and may punish by fine 406 all persons failing to do so. The City Council shall have the additional power to remove the same 407 at the expense of the City but on the account of the owner of the property and assess the expenses 408 thereof, including the expense of condemnation proceedings, if any, as a special tax against the 409 land and the same may be collected as other special taxes provided for in this Charter or as 410 provided by ordinance, or by suit in any court of competent jurisdiction. 411 Section 4 – LIENS AGAINST CITY PROPERTY: No lien of any kind shall ever exist against 412 any property, real or personal, owned by the City except that same be created as provided in this 413 Charter. 14 414 Section 5 – CITY EXEMPT FROM APPEAL BONDS: It shall not be necessary in any action, 415 suit or proceeding in which the City of Beaumont is a party, for any bond, undertaking, or security 416 to be executed in behalf of said City, but all such actions, suits, appeals or proceedings shall be 417 conducted in the same manner as if such bond, undertaking or security had been given and said 418 City shall be liable as if such obligation had been duly given and executed. 419 Section 6 – EXECUTION, GARNISHMENT AND ASSIGNMENT: The property, real and 420 personal, belonging to said City shall not be liable to be sold or appropriated under any writ of 421 execution or cost bill, nor shall the funds belonging to said City, in the hands of any person, firm 422 or corporation, be liable to garnishment on account of any debt it may owe or funds it may have 423 on hand due any person, nor shall the City or any of its officers or agents be required to answer 424 to any writ of garnishment on any account whatsoever, nor shall said City be liable to the assignee 425 of any wages or [of] any officer, agent or employee of said City, whether earned or unearned, 426 upon any claim or account whatsoever, and as to the City such assignment shall be absolutely 427 void. 428 Section 10 – RELATIVES OF OFFICERS SHALL NOT BE APPOINTED OR 429 EMPLOYED: No person related within the second degree of affinity, or within the third degree 430 of consanguinity, to the Mayor, members of the City Council or City Manager shall be appointed 431 to any office, position or service in the City, but this provision shall not affect officers or 432 employees who were already employed by the City at the time when an officer who may be 433 related within the named degree takes office. 434 Section 13 – POWER TO REMIT PENALTIES: The City Council shall have the right to remit, 435 in whole or in part, any fine or penalty belonging to the City, which may be imposed under any 436 ordinance or resolution passed in pursuance of this Charter. 437 Section 14 – POWER TO SETTLE CLAIMS: The City Council shall have the power to 438 compromise and settle any and all claims and lawsuits of every kind and character in favor of or 439 against the City, including suits by the City to recover delinquent taxes. 3 TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Angela Wright, Chief Technology Officer MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution for the approval of an agreement with OpenGov, Inc. in San Jose, CA, for the procurement of the OpenGov Budgeting and Planning software for $120,000. BACKGROUND Enlisting the services of OpenGov for the budgeting solution will grant the public, Council members, and city staff access to periodic (external) and real-time (internal) updates via their transparency platform. This platform includes customizable management dashboards that facilitate the analysis of operational and funding requirements, ultimately enhancing resource planning and allocation. Additionally, the budgeting solution offers the capability to seamlessly integrate Capital Improvement Plans into the budget document, while ensuring precision and minimizing the need for staff revisions by directly integrating with the City's Central Square Financial System. This software enables the City to pursue the Government Finance Officers Association (GFOA) Distinguished Budget Presentation Award and facilitates the transition to zero-based budgeting. It streamlines and eliminates the manual processes currently involved in the budgeting procedure. The agreement is set to span four years, concluding on September 30, 2027, with the annual costs outlined as follows: • Year 1: $120,000 (comprising implementation services) • Year 2: $97,146 • Year 3: $102,003 • Year 4: $107,103 The pricing for this solution was obtained through the State of Texas Department of Information (DIR), which offers cities and political subdivisions the opportunity to procure information technology at volume prices, in accordance with the procurement statutes of the State of Texas. FUNDING SOURCE Capital Reserve. RECOMMENDATION Approval of resolution. ATTACHMENTS City of Beaumont, TX_SOW_PS-05109_v1_11.6.2023.pdf OpenGov EULA (for Texas DIR) - Final.pdf Q-03835 OpenGov Quote for City of Beaumont TX.pdf RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the City Manager be and he is hereby authorized to execute an agreement with OpenGov Inc., of San Jose, California in the amount of $120,000.00 for the procurement of the OpenGov Budgeting and Planning software. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. _______________________________ - Mayor Roy West - 1602 Village Market Blvd SE, Suite 320 Leesburg, VA20175 USA Cage Code: 7QV38 UEI Number Y7D5MXRU2839 DUNS# 080431574 Federal Tax ID: 81-3911287 Business Size: Small Business Date: 11/6/2023, 3:22 PM Phone: 571 707-4130 Fax: 571-291-4119 Email: sales@vertosoft.com Vertosoft Contact: Carly Moore Phone: (540) 998-8361 Email: carly.moore@vertosoft.com OpenGov Quote for City of Beaumont, TX Contract: DIR-TSO-4227 Quote #: Q-03835 Expires On: 11/30/2023 Ship To City of Beaumont, TX Angie Wright Angela.Wright@beaumonttexas.gov Quote For: Name: Jamie Nelson Company: City of Beaumont, TX Email: jamie.nelson@beaumonttexas.gov Phone: PAYMENT TERMS DELIVERY METHOD PAYMENT METHOD VERTOSOFT CUST ID SUPPLIER REF # Net 30 Electronic Check/ACH/Credit Card Overall POP Start Date: 12/1/2023 Overall POP End Date: 9/30/2027 12/01/2023-09/30/2024 PART # DESCRIPTION QTY UNIT PRICE EXTENDED OPGV-GABS-B200300M-RR-3Y Budgeting & Planning - Between $200-300 Million - 3Y 1.00 $77,100.00 $77,100.00 OPGV-GGBP-B200300M-NR-0Y Professional Services Deployment - Prepaid - Between $200-300 Million - 0Y 220.00 $195.00 $42,900.00 12/01/2023-09/30/2024 TOTAL: $120,000.00 Page 1 of 2 10/01/2024-09/30/2025 PART # DESCRIPTION QTY UNIT PRICE EXTENDED OPGV-GABS-B200300M-RR-3Y Budgeting & Planning - Between $200-300 Million - 3Y 1.00 $97,146.00 $97,146.00 10/01/2024-09/30/2025 TOTAL: $97,146.00 10/01/2025-09/30/2026 PART # DESCRIPTION QTY UNIT PRICE EXTENDED OPGV-GABS-B200300M-RR-3Y Budgeting & Planning - Between $200-300 Million - 3Y 1.00 $102,003.00 $102,003.00 10/01/2025-09/30/2026 TOTAL: $102,003.00 10/01/2026-09/30/2027 PART # DESCRIPTION QTY UNIT PRICE EXTENDED OPGV-GABS-B200300M-RR-3Y Budgeting & Planning - Between $200-300 Million - 3Y 1.00 $107,103.00 $107,103.00 10/01/2026-09/30/2027 TOTAL: $107,103.00 TOTAL: $120,000.00 Quote Terms By purchasing the products and services described in this order form, the Customer is expressly agreeing to the End User Agreement published at https://www.vertosoft.com/terms-and-conditions-opengov Taxes: Sales tax shall be added at the time of an invoice, unless a copy of a valid tax exemption or resale certificate is provided. Credit Card Orders: Additional fees may apply if paying by credit card. All Purchase Orders must include: End User Name, Phone Number, Email Address, Purchase Order Number, Government Contract Number or Our Quote Number, Bill-To and Ship-To Address (Cannot ship to a PO Box), Period of Performance (if applicable), and a Signature of a duly Authorized Representative. Page 2 of 2 OpenGov End User License Agreement Texas DIR Contract DIR-TSO-4227 This End User License Agreement (this “Agreement”) is made between OpenGov, Inc., a Delaware corporation (“OpenGov”), and a party procuring OpenGov’sservices (“Customer”) through Vertosoft, LLC, an authorized reseller (“Reseller”). This Agreement, which takes effect the date of the last signature below (“Effective Date”), sets forth the terms under which Customer may use OpenGov’shostedsoftwareservicesand receive professional services, subject to DIR Contract DIR-TSO-4227 (“DIR-TSO-4227”). 1. Definitions 1.1. “Customer Data” means data that is provided by Customer to OpenGov pursuant to this Agreement (for example, by email or through Customer’s software systems of record). Customer Data does not include any confidential personally identifiable information. 1.2. “Documentation” means materials produced by OpenGov that provide information about OpenGov’ssoftwareproductsandsystems.Customers may access the most up-to-date Documentation on the Customer Resource Center page at opengov.zendesk.com. 1.3. “Intellectual Property Rights” means all intellectual property rights including all past, present, and future rights associated with works of authorship, including exclusive exploitation rights, copyrights, and moral rights, trademark and trade name rights and similar rights, trade secret rights, patent rights, and any other proprietary rights in intellectual property of every kind and nature. 1.4. “Purchase Order” means the document used between the Reseller and the Customer to purchase specified OpenGov services. 1.5. “Party” (or “Parties”) refers to OpenGov and/or Customer. For the avoidance of doubt, Reseller is not a Party to this Agreement. 1.6. “Subscription Term” means the period from the start date of the Software Services specified on the first Purchase Order to the last end date of the Software Services specified on any Purchase Order. 2. Software Services, Support, and Professional Services 2.1. Software Services. Subject to the terms and conditions of this Agreement, OpenGov will use commercially reasonable efforts to provide the commercial off-the-shelf software solutions identified in the applicable Purchase Order (“Software Services”). The Software Services do not include any Work Product as defined in DIR-TSO-4227, Appendix A, Section 5.1.1. 2.2. Support and Service Levels. Customer support is available by email to support@opengov.com or by using the chat messaging functionality of the 1 OpenGov End User License Agreement, DIR-TSO-4227 Revised June 1, 2023 Software Services, both of which are available during OpenGov’sstandard business hours. Customer may report issues any time. However, OpenGov will address issues during business hours. OpenGov will provide support for the Software Services in accordance with the Support and Software Service Levels found at opengov.com/service-sla, as long as Customer is entitled to receive support under the applicable Purchase Order and this Agreement. 2.3. Professional Services. If OpenGov or its authorized independent contractors provides professional services to Customer through Reseller, such as implementation services, then OpenGov will specify the professional services (“Professional Services”) in an applicable statement of work (“SOW”). Unless otherwise specified in a SOW, any pre-paid professional servicesmust be utilized within one year from the start of the Subscription Term. 3. Restrictions and Responsibilities 3.1. Restrictions. Customer may not use the Software Services in any manner or for any purpose other than as expressly permitted by the Agreement and Documentation. In addition, Customer shall not, and shall not permit or enable any third party to: (a) use or access any of the Software Services to build a competitive product or service; (b) modify, disassemble, decompile, reverse engineer or otherwisemake any derivative use of the Software Services (except to the extent applicable laws specifically prohibit such restriction); (c) sell, license, rent, lease, assign, distribute, display, host, disclose, outsource, copy or otherwise commercially exploit the Software Services; (d) performor disclose any benchmarking or performance testing of the Software Services; (e) remove any proprietary notices included with the Software Services; (f) use the Software Services in violation of applicable law; or (g) transfer any confidential personally identifiable information to OpenGov or the Software Services platform. 3.2. Responsibilities. Customer shall be responsible for obtaining and maintaining computers and third party software systems of record (such as Customer’sERPsystems) needed to connect to, access or otherwise use the Software Services. Customer also shall be responsible for: (a) ensuring that such equipment is compatible with the Software Services, (b) maintaining the security of such equipment, user accounts, passwords and files, and (c) all uses of Customer user accounts by any party other than OpenGov. 4. Intellectual Property Rights; License Grants; Access to Customer Data 4.1. Software Services. OpenGov owns all interests and Intellectual Property Rights in the Software Services. The look and feel of the Software Services, including any custom fonts, graphics and button icons, are the property of OpenGov. Customer may not copy, imitate, or use them, in whole or in part, without OpenGov’spriorwrittenconsent.Subject to Customer’sobligations under this Agreement, OpenGov grants Customer a non-exclusive, 2 OpenGov End User License Agreement, DIR-TSO-4227 Revised June 1, 2023 royalty-free license during the Subscription Term to use the Software Services. 4.2. Customer Data. Customer Data and the Intellectual Property Rights therein belong to the Customer. Customer grants OpenGov and its partners (such as hosting providers) a non-exclusive, royalty-free license to use, store, edit, and reformat the Customer Data for the purpose of providing the Software Services. Customer further agrees that OpenGov and its partners may use aggregated, anonymized Customer Data for purposes of sales, marketing, business development, product enhancement, customer service, and data analysis. Insights gleaned from aggregated, anonymized Customer Data will belong to OpenGov. 4.3. Access to Customer Data. Customer may download the Customer Data from the Software Services at any time during the Subscription Term, excluding during routine software maintenance periods. OpenGov has no obligation to return Customer Data to Customer. 4.4. Deletion of Customer Data. Unless otherwise requested pursuant to this Section 4.4, upon the termination of this Agreement, the Customer Data shall be deleted pursuant to OpenGov’sstandarddatadeletionandretention practices. Upon written request, Customer may request deletion of Customer Data prior to the date of termination of this Agreement. Such a request must be addressed to “OpenGov Vice President, Customer Success” at OpenGov’saddressfornoticeinSection10.2. 4.5. Feedback. “Feedback” means suggestions, comments, improvements, ideas, or other feedback or materials regarding the Software Services provided by Customer to OpenGov, including feedback provided through online developer community forums. Customer grants OpenGov a non-exclusive, royalty-free, irrevocable, perpetual, worldwide license to use and incorporate into the Software Services and Documentation Customer’s Feedback. OpenGov will exclusively own any improvements or modifications to the Software Services and Documentation based on or derived from any of Customer’sFeedback including all Intellectual Property Rights in and to the improvements and modifications. 5. Confidentiality 5.1. “Confidential Information" means all confidential business, technical, and financial information of the disclosing Party that is marked as “Confidential” or an equivalent designation or that should reasonably be understood to be confidential given the nature of the information and/or the circumstances surrounding the disclosure. OpenGov’sConfidential Information includes, without limitation, the software underlying the Software Services, and all Documentation. 5.2. Confidential Information does not include: (a) data that the Customer has previously released to the public; (b) data that Customer would be required 3 OpenGov End User License Agreement, DIR-TSO-4227 Revised June 1, 2023 to release to the public upon request under applicable federal, state, or local public records laws; (c) Customer Data that Customer requests OpenGov make available to the public in conjunction with the Software Services; (d) information that becomes publicly known through no breach by either Party; (e) information that was rightfully received by a Party from a third Party without restriction on use or disclosure; or (f) information independently developed by the receiving Party without access to the disclosing Party’s Confidential Information. 5.3. Each Party agrees to obtain prior written consent before disclosing any of the other Party's Confidential Information. Each Party further agrees to use the other's Confidential Information only in connection with this Agreement. Each Party further agrees to protect the other Party's Confidential Information using the measures that it employs with respect to its own Confidential Information of a similar nature, but in no event with less than reasonable care. If a Party is required to disclose Confidential Information by law or court order, they must notify the other Party in writing before making the disclosure to give the other Party an opportunity to oppose or limit the disclosure. 6. Term and Termination 6.1. Subscription Term. This Agreement commences when the Parties execute this Agreement and continues until the last end date of the Software Services specified on the Purchase Order, unless sooner terminated pursuant to Section 6.3. 6.2. Renewal. This Agreement will renew if Customer enters another Purchase Order for the Software Services and/or additional Professional Services before the end of the Subscription Term. 6.3. Termination. 6.3.1. Termination for Non-Appropriation. Customer may terminate this Agreement for non-appropriation pursuant to DIR-TSO-4227, Appendix A, Section 11.2.1.1. 6.3.2. Termination for Convenience. Customer may terminate this Agreement for convenience pursuant to DIR-TSO-4227, Appendix A, Section 11.2.3. 6.3.3. Termination for Cause. Customer may terminate this Agreement for Cause pursuant to DIR-TSO-4227, Appendix A, Section 11.2.4.2. OpenGov may terminate this Agreement if Customer materially breaches any term of this Agreement and fails to cure such breach within 30 days after receiving written notice by OpenGov. 6.4. Effect of Termination. Upon termination of this Agreement pursuant to Section 6.1, 6.2, or 6.3: (a) Customer shall pay in full for all Software Services and Professional Services performed up to the date of termination or expiration, (b) OpenGov shall stop providing Software Services and 4 OpenGov End User License Agreement, DIR-TSO-4227 Revised June 1, 2023 Professional Services to Customer; and (c) each Party shall (at the other Party’s option) return or delete any of the other Party’sConfidential Information in its possession. See DIR Contract TSO-DIR-4227, Appendix A, Sections 11.2.6—Customer Rights Under Termination, and 11.2.7—Vendor or Order Fulfiller Rights Under Termination. 7. Payment of Fees Fees for Software Services are due at the beginning of each year of the Subscription Term, and Customer must timely pay all applicable fees to Reseller to avoid interruption of the Software Services. Fees for Professional Services are due in advance, unless indicated otherwise in the Purchase Order. 8. Representations and Warranties; Disclaimer 8.1. By OpenGov. 8.1.1. General Warranty. OpenGov represents and warrants that it has all right and authority necessary to enter into and perform this Agreement. 8.1.2. Professional ServicesWarranty. OpenGov further represents and warrants that the Professional Services, if any, will be performed in a professional and workmanlike manner in accordance with generally prevailing industry standards. For any breach of the Professional Serviceswarranty, Customer’sexclusiveremedyandOpenGov’s entire liability will be the re-performance of the applicable services. If OpenGov is unable to re-perform such work as warranted, Customer will be entitled to recover all fees paid to OpenGov for the deficient work. Customer must give written notice of any claim under this warranty to OpenGov within 90 days of performance of such work to receive such warranty remedies. 8.1.3. Software ServicesWarranty. OpenGov further represents and warrants that for a period of 90 days after the subscription start date specified in the Purchase Order, the Software Serviceswill perform in all material respects in accordance with the Documentation. The foregoing warranty does not apply to any Software Services that have been used in a manner other than as set forth in the Documentation and authorized under this Agreement. OpenGov does not warrant that the Software Serviceswill be uninterrupted or error-free. Customer must give written notice of any claim under this warranty to OpenGov during the Subscription Term. OpenGov’sentireliabilityforanybreachoftheforegoing warranty is to repair or replace any nonconforming Software Services so that the affected portion of the Software Services operates as warranted or, if OpenGov is unable to do so, terminate the license for such Software Services and refund the pre-paid, unused portion of the fee for such Software Services to the Reseller. 5 OpenGov End User License Agreement, DIR-TSO-4227 Revised June 1, 2023 8.2. By Customer. Customer represents and warrants that (a) it has all right and authority necessary to enter into and perform this Agreement; and (b) OpenGov’suseoftheCustomerDatapursuanttothisAgreementwillnot infringe, violate or misappropriate the Intellectual Property Rights of any third party. 8.3. Disclaimer. OPENGOV DOES NOT WARRANTTHATTHESOFTWARE SERVICES WILL BE UNINTERRUPTED OR ERROR FREE; NOR DOES IT MAKE ANY WARRANTYASTOTHERESULTSTHATMAYBEOBTAINEDFROMUSE OF THE SOFTWARE SERVICES. EXCEPT AS SET FORTH IN THIS SECTION 8, THE SOFTWARE SERVICES ARE PROVIDED “AS IS” AND OPENGOV DISCLAIMSALLOTHERWARRANTIES, EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, IMPLIED WARRANTIESOFMERCHANTABILITY, TITLE, FITNESS FOR A PARTICULARPURPOSE, AND NON-INFRINGEMENT. 9. Limitation of Liability 9.1. By Type. NEITHER OPENGOV NOR CUSTOMER, NOR THEIR SUPPLIERS, OFFICERS, AFFILIATES, REPRESENTATIVES, CONTRACTORSOR EMPLOYEES, SHALL BE RESPONSIBLE OR LIABLE WITH RESPECT TO ANY SUBJECT MATTER OF THIS AGREEMENT UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY, OR OTHER THEORY: (A) FOR ERROR OR INTERRUPTION OF USE OR FOR LOSS OR INACCURACYOFDATAORCOST OF PROCUREMENT OF SUBSTITUTE GOODS OR SERVICES OR LOSS OF BUSINESS; (B) FOR ANY INDIRECT, EXEMPLARY, PUNITIVE, INCIDENTAL, SPECIAL, OR CONSEQUENTIAL DAMAGES; OR (C) FOR ANY MATTER BEYOND A PARTY’S REASONABLE CONTROL, EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH LOSS OR DAMAGE. 9.2. By Amount. IN NO EVENT SHALL EITHER PARTY’S AGGREGATE, CUMULATIVELIABILITYFORANYCLAIMSARISINGOUTOFOR IN ANY WAY RELATEDTOTHISAGREEMENTEXCEEDTHEFEESPAIDFORTHE SOFTWARE SERVICES UNDER THE APPLICABLE PURCHASE ORDER IN THE 12 MONTHS PRIOR TO THE ACT THAT GAVE RISE TO THE LIABILITY. 9.3. Limitation of Liability Exclusions. The limitations of liability set forth in Sections 9.1 and 9.2 above do not apply to, and each Party accepts liability to the other for: (a) claims based on either Party’s intentional breach of its obligations set forth in Section 5 (Confidentiality), (b) claims arising out of fraud or willful misconduct by either Party and (c) either Party’s infringement of the other Party’s Intellectual Property Rights. 9.4. No Limitation of Liability by Law. Because some jurisdictions do not allow liability or damages to be limited to the extent set forth above, some of the above limitations may not apply to Customer. 10. Miscellaneous 10.1. Logo Use. Upon Customer’spriorwrittenconsent,OpenGov shall have the right to use and display Customer’s logos and trade names for marketing and 6 OpenGov End User License Agreement, DIR-TSO-4227 Revised June 1, 2023 promotional purposes for OpenGov’swebsiteandmarketingmaterials, subject to Customer’strademarkusageguidelinesprovidedtoOpenGov. 10.2. Notice. Ordinary day-to-day operational communications may be conducted by email, live chat or telephone. However, for notices, including legal notices, required by the Agreement (in sections where the word “notice” appears) the Parties must communicate more formally in a writing sent via USPS certifiedmail and via email. OpenGov’saddressesfornoticeare: OpenGov, Inc., 6525 Crown Blvd #41340, San Jose, CA 95160, and legal@opengov.com. 10.3. Anti-corruption. Neither OpenGov nor any of its employees or agents has offered or provided any illegal or improper payment, gift, or transfer of value in connection with this Agreement. The Parties will promptly notify each other if they become aware of any violation of any applicable anti-corruption laws in connection with this Agreement. 10.4. Injunctive Relief. The Parties acknowledge that any breach of the confidentiality provisions or the unauthorized use of a Party’s intellectual property may result in serious and irreparable injury to the aggrieved Party for which damages may not adequately compensate the aggrieved Party. The Parties agree, therefore, that, in addition to any other remedy that the aggrieved Party may have, it shall be entitled to seek equitable injunctive relief without being required to post a bond or other surety or to prove either actual damages or that damages would be an inadequate remedy. 10.5. Force Majeure. Neither Party shall be held responsible or liable for any losses arising out of any delay or failure in performance of any part of this Agreement due to any act of god, act of governmental authority, or due to war, riot, labor di culty, failure of performance by any third-party service, utilities, or equipment provider, or any other cause beyond the reasonable control of the Party delayed or prevented from performing. 10.6. Severability; Waiver. If any provision of this Agreement is found to be unenforceable or invalid, that provision will be limited or eliminated to the minimum extent necessary so that this Agreement will otherwise remain in full force and effect and enforceable. Any express waiver or failure to exercise promptly any right under this Agreement will not create a continuing waiver or any expectation of non-enforcement. 10.7. Survival. The following sections of this Agreement shall survive termination: Section 5. (Confidentiality), Section 7 (Payment of Fees), Section 4.4 (Deletion of Customer Data), Section 8.3 (Warranty Disclaimer), Section 9 (Limitation of Liability) and Section 10 (Miscellaneous). 10.8. Assignment. There are no third-party beneficiaries to this Agreement. Except as set forth in this Section 10.8, neither party may assign, delegate, or otherwise transfer this Agreement or any of its rights or obligations to a third party without the other party's written consent, which consent may not 7 OpenGov End User License Agreement, DIR-TSO-4227 Revised June 1, 2023 be unreasonably withheld, conditioned, or delayed. Either party may assign, without such consent but upon written notice, its rights and obligations under this Agreement to its corporate a liate or to any entity that acquires all or substantially all of its capital stock or its assets related to this Agreement, through purchase, merger, consolidation, or otherwise or as allowed by DIR-TSO-4227, Appendix A, Section 4.4(B). Any other attempted assignment shall be void. This Agreement will benefit and bind permitted assigns and successors. 10.9. Independent Contractors. This Agreement does not create an agency, partnership, joint venture, or employment relationship, and neither party has any authority to bind the other. 10.10. Governing Law and Jurisdiction. This Agreement will be governed by the laws of the Customer’s jurisdiction, without regard to conflict of laws principles. The parties submit to personal jurisdiction and venue in the courts of the Customer’s jurisdiction. 10.11. Complete Agreement. OpenGov has made no other promises or representations to Customer other than those contained in this Agreement and those required by DIR-TSO-4227 .In the event of a conflict, the terms of DIR-TSO-4227 shall prevail. No modification of this Agreement will be binding, unless in writing and signed by an authorized representative of each Party. Signature page to follow. 8 OpenGov End User License Agreement, DIR-TSO-4227 Revised June 1, 2023 Signatures Customer: Signature: Name: Title: Date: OpenGov, Inc. Signature: Name: Title: Date: 9 OpenGov End User License Agreement, DIR-TSO-4227 Revised June 1, 2023 Statement of Work City of Beaumont, TX Creation Date: 11/6/2023 Document Number: PS-05109 Version Number: 1 Created by: Sidney Barnes 2023 Statement of Work v1.3 1 Table of Contents 1. Overview and Approach 3 1.1. Agreement 3 2. Statement of Work 3 2.1. Project Scope 3 2.2. Facilities and Hours of Coverage 4 2.3. Key Assumptions 4 2.4. Exclusions 4 2.5. OpenGov Responsibilities 5 2.5.1. Activity 1 – Project Management 5 2.5.2. Activity 2 – Initialization 5 2.5.3. Activity 3 – OpenGov Use Cases 6 2.5.4. Activity 4 – Training 6 2.6. Your Responsibilities 7 2.6.1. Your Project Manager 7 2.7. Completion Criteria 7 2.8. Estimated Schedule 8 2.9. Illustrative Project Timelines 8 2.10. Charges 8 2.11. Offer Expiration Date 9 Appendix A: Engagement Charter 10 A-1: Communication and Escalation Procedure 10 A-2: Change Order Process 10 A-3: Deliverable Materials Acceptance Procedure 11 Appendix B: Implementation Activities 12 B-1: OpenGov Budgeting & Planning Suite 12 Appendix C: Technical Requirements 20 C-1: OpenGov Budgeting & Planning Suite 20 2023 Statement of Work v1.3 2 1. Overviewand Approach 1.1. Agreement This Statement of Work (“SOW”) identifies services that OpenGov, Inc. (“OpenGov” or “we”) will perform for City of Beaumont, TX (“Customer” or “you”) pursuant to that order for Professional Services entered into between OpenGov and the Customer (“Order Form”) which references the Master Services Agreement or other applicable agreement entered into by the parties (the “Agreement”). ● Customer acknowledges and agrees that this Statement of Work is subject to the confidentiality obligations set forth in the Agreement between OpenGov and Customer. ● The Deliverables listed in Appendix B are the single source of the truth of the deliverables to be provided. ● Customer’suseof the Professional Services is governed by the Agreement and not this SOW. ● Upon execution of the Order Form or other documentation referencing the SOW, this SOW shall be incorporated by reference into the Agreement. ● In the event of any inconsistency or conflict between the terms and conditions of this SOW and the Agreement, the terms and conditions of this SOW shall govern with respect to the subject matter of this SOW only. Unless otherwise defined herein, capitalized terms used in this SOW shall have the meaning defined in the Agreement. ● This SOW may not be modified or amended except in a written agreement signed by a duly authorized representative of each party. ● OpenGov will be deployed as is, Customer has access to all functionality available in the current release. 2. Statement of Work This SOW is limited to the Implementation of the OpenGov Budgeting & Planning as defined in the OpenGov Responsibilities section of this document. Any additional services or support will be considered out of scope. 2.1. Project Scope Under this project, OpenGov will deliver cloud based Budgeting & Planning solutions to help the Customer power a more effective and accountable government. OpenGov's estimated charges and schedule are based on performance of the activities listed in the “OpenGov Responsibilities” section below. Deviations that arise during the project will be managed through the procedure described in Appendix A-2: Change Order Process, and may result in adjustments to the Project Scope, Estimated Schedule, Charges and other terms. These adjustments may include charges on a time-and-materials or fixed-fee basis using OpenGov’sstandardratesineffectfromtimetotimeforanyresultingadditionalworkor waiting time. 2023 Statement of Work v1.3 3 2.2. Facilities and Hours of Coverage OpenGov will: A. Perform the work under this SOW remotely, except for any project-related activity which OpenGov determines would be best performed at your facility in order to complete its responsibilities under this SOW. B. Provide the Services under this SOW during normal business hours, 8:30 am to 6:00 pm local time, Monday through Friday, except holidays. 2.3. Key Assumptions The SOW and OpenGov estimates are based on the following key assumptions. Deviations that arise during the proposed project will be managed through the project Change Order Process (see Appendix A-2) , and may result in adjustments to the Project Scope, Estimated Schedule, Charges, and other terms. A. The OpenGov Suites are not customized beyond current capacities based on the latest release of the software. B. Individual software modules are configured based on discussions between OpenGov and Customer. C. OpenGov or its authorized independent contractors provide Professional Services to Customer as described in this SOW as agreed to by the parties. D. Budgeting and Planning Suite i. Customer will provide Budget and Actuals data within two (2) weeks immediately following the kick-off meeting. ii. Customer’s Integration is unidirectional from Naviline into OpenGov. The integrated data will be linked to the Customer’sOpenGovChart Of Accounts. iii. Customer has provided the following relevant dates: 1. Budget Kick Off is March 2024; 2. Online Budget Book is due on September 2024. iv. OpenGov budget proposal configuration will include: up to fifty (50) department proposals and up to fifty (50) project proposals. v. OpenGov Online Budget Book (OBB) configuration will include: 1. Six (6) Standard OBB templates and up to two (2) reports with report views to use in the OBB. vi. OpenGov best practice is to not exceed tested limits of the product. 2.4. Exclusions ● Implementation of any custom modification or integration developed by OpenGov; your internal staff; or any third-party is not included in the scope of this project unless specifically listed in Appendix B. ● Any service items discussed during demonstrations; conference calls; or other events are not included in the scope of this project unless specifically listed in Appendix B. 2023 Statement of Work v1.3 4 2.5. OpenGov Responsibilities 2.5.1. Activity 1 – Project Management OpenGov will provide project management for the OpenGov responsibilities in this SOW. The purpose of this activity is to provide direction to the OpenGov project personnel and to provide a framework for project planning, communications, reporting, procedural and contractual activity. This activity is composed of the following tasks: Planning OpenGov will: A. review the SOW, contract and project plan with Customer’sProjectManagerandkey stakeholders to ensure alignment and agreed upon timelines; B. maintain project communications through your Project Manager; C. establish documentation and procedural standards for deliverable Materials; and D. assist your Project Manager to prepare and maintain the project plan for the performance of this SOW which will include the activities, tasks, assignments, and project milestones. Project Tracking and Reporting OpenGov will: A. review project tasks, schedules, and resources and make changes or additions, as appropriate. Measure and evaluate progress against the project plan with your Project Manager; B. work with your Project Manager to address and resolve deviations from the project plan; C. conduct regularly scheduled project status meetings; and D. administer the Project Change Control Procedure with your Project Manager. Completion Criteria: This is an on-going activity which will be considered complete at the end of the Services Deliverable Materials: ● Weekly status reports ● Project plan ● Project Charter ● Risk, Action, Issues and Decisions Register (RAID) 2.5.2. Activity 2 – Initialization OpenGov will provide the following: A. Customer Entity configuration B. System Administrators creation 2023 Statement of Work v1.3 5 C. Solution Blueprint creation D. Data Validation strategy confirmation Completion Criteria: This activity will be considered complete when: ● Customer Entity is created ● System Administrators have access to Customer Entity ● Solution Blueprint is presented to Customer Deliverable Materials: ● Solution Blueprint ● Sign-off of Initial Draft Solution Blueprint 2.5.3. Activity 3 – OpenGov Use Cases OpenGov will provide the following: Budget & Planning Use Cases A. Centralized Operating Budget B. Multi-Year Workforce Planning C. Capital Improvement Planning D. Interactive Online Budget Books Completion Criteria: This activity will be considered complete when: Budget & Planning Use Cases ● Chart of Accounts is configured ● Operating Budget proposals are configured ● Capital Budget proposals are configured ● Workforce Plan is configured ● Online Budget Book templates are configured ● Financial integration is configured ● Budget reports are configured Deliverable Materials: ● Formal sign off document 2.5.4. Activity 4 – Training Training will be provided in instructor-led virtual sessions unless otherwise specified in Appendix B. For any instructor-led virtual sessions, the class size is recommended to be 10 (ten), for class sizes larger than 10 (ten) it may be necessary to have more than one instructor. Completion Criteria: 2023 Statement of Work v1.3 6 ● Administrator training is provided ● End User training is provided Deliverable Materials: ● Formal sign off document 2.6. Your Responsibilities The completion of the proposed scope of work depends on the full commitment and participation of your management and personnel. The responsibilities listed in this section are in addition to those responsibilities specified in the Agreement and are to be provided at no charge to OpenGov. OpenGov's performance is predicated upon the following responsibilities being managed and fulfilled by you. Delays in performance of these responsibilities may result in delay of the completion of the project and will be handled in accordance with Appendix A-1: Communication and Escalation Procedure. 2.6.1. Your Project Manager Prior to the start of this project, you will designate a person called your Project Manager who will be the focal point for OpenGov communications relative to this project and will have the authority to act on behalf of you in all matters regarding this project. Your Project Manager's responsibilities include the following: A. manage your personnel and responsibilities for this project (for example: ensure personnel complete any self-paced training sessions, configuration, validation or user acceptance testing); B. serve as the interface between OpenGov and all your departments participating in the project; C. administer the Project Change Control Procedure with the Project Manager; D. participate in project status meetings; E. obtain and provide information, data, and decisions within five (5) business days of OpenGov’srequestunlessyouandOpenGovagreeinwritingtoadifferentresponse time; F. resolve deviations from the estimated schedule, which may be caused by you; G. help resolve project issues and escalate issues within your organization, as necessary; and H. create, with OpenGov’sassistance, the project plan for the performance of this SOW which will include the activities, tasks, assignments, milestones and estimates. 2.7. Completion Criteria OpenGov will have fulfilled its obligations under this SOW when any of the following first occurs: 2023 Statement of Work v1.3 7 A. OpenGov accomplishes the activities set forth in “OpenGov responsibilities” section and delivers the Materials listed, if any; or B. The End date is reached 2.8. Estimated Schedule OpenGov will schedule resources for this project upon signature of the order form. Unless specifically noted, the OpenGov assigned project manager will work with Customer Project Manager to develop the project schedule for all requested deliverables under this SOW. OpenGov reserves the right to adjust the schedule based on the availability of OpenGov resources and/or Customer resources, and the timeliness of deliverables provided by the Customer. The Services are currently estimated to start within two (2) weeks but no later than four (4) weeks from signatures and have an estimated end date of seven months following project kick off (“End Date”) or on other dates mutually agreed to between you and OpenGov. 2.9. Illustrative Project Timelines The typical project timelines are for illustrative purposes only and may not reflect your use cases. 2.10. Charges The Serviceswill be conducted on a Fixed Price basis. The fixed price is exclusive of any travel and living expenses and other reasonable expenses incurred in connection with the Services. All charges are exclusive of any applicable taxes. Customer shall reimburse OpenGov for reasonable out-of-pocket expenses OpenGov incurs providing Professional Services. Reasonable expenses include, but are not limited to, travel, lodging, and meals. Expenses are billed based on actual costs incurred. OpenGov shall not exceed the estimated $5,000 in expenses, per trip, without written approval from the Customer. 2023 Statement of Work v1.3 8 2.11. Offer Expiration Date This offer will expire on December 15, 2023 unless extended by OpenGov in writing. 2023 Statement of Work v1.3 9 Appendix A: Engagement Charter A-1: Communication and Escalation Procedure Active engagement throughout the implementation process is the foundation of a successful deployment. To help assess progress, address questions, and minimize risk during the course of deployment both parties agree to the following: ● Regular communication aligned to the agreed upon project plan and timing. ○ OpenGov expects our customers to raise questions or concerns as soon as they arise. OpenGov will do the same, in order to be able to address items when known. ● Executive involvement ○ Executives may be called upon to clarify expectations and/or resolve confusion. ○ Executives may be needed to steer strategic items to maximize the value through the deployment. ● Escalation Process: ○ OpenGov and Customer agree to raise concerns and follow the escalation process, resource responsibility, and documentation in the event an escalation is needed to support issues raised ● Identification of an issue impeding deployment progress, outcome or capturing the value proposition, that is not acceptable. ● Customer or OpenGov Project Manager summarizes the problem statement and impasse. ● Customer and OpenGov Project Managers jointly will outline solution, acceptance or schedule Executive review. ● Resolution will be documented and signed off following Executive review. ● Phase Sign-Off ○ OpenGov requests sign-offs at various stages during the implementation of the project. Once the Customer has signed-off, any additional changes requested by Customer on that stage will require a paid change order for additional hours for OpenGov to complete the requested changes. A-2: Change Order Process This SOW and related efforts are based on the information provided and gathered by OpenGov. Customers acknowledge that changes to the scope may require additional effort or time, resulting in additional cost. Any change to scope must be agreed to in writing or email, by both Customer and OpenGov, and documented as such via a: ● Change Order - Work that is added to or deleted from the original scope of this SOW. Depending on the magnitude of the change, it may or may not alter the original contract amount or completion date and be paid for by Customer. Changes might include: o Timeline for completion o Sign off process o Cost of change and Invoice timing o Amending the SOW to correct an error. 2023 Statement of Work v1.3 10 o Extension of work as the complexity identified exceeds what was expected by Customer or OpenGov. o Change in type of OpenGov resources to support the SOW. A-3: Deliverable Materials Acceptance Procedure Deliverable Materials as defined herein will be reviewed and accepted in accordance with the following procedure: ● The deliverable Material will be submitted to your Project Manager. ● Your Project Manager will have decision authority to approve/reject all project Criteria, Phase Acceptance and Engagement Acceptance. ● Within five (5) business days of receipt, your Project Manager will either accept the deliverable Material or provide OpenGov’sProjectManagerawrittenlistofrequested revisions. If OpenGov receives no response from your Project Manager within five (5) business days, then the deliverable Material will be deemed accepted. The process will repeat for the requested revisions until acceptance. ● All acceptance milestones and associated review periods will be tracked on the project plan. ● Both OpenGov and Customer recognize that failure to complete tasks and respond to open issues may have a negative impact on the project. ● For any tasks not yet complete, OpenGov and/or Customer will provide su cient resources to expedite completion of tasks to prevent negatively impacting the project. ● Any conflict arising from the deliverable Materials Acceptance Procedure will be addressed as specified in the Escalation Procedure set forth in Appendix A-1. As set forth in the “Customer Delays” provision of the Agreement, if there are extended delays (greater than 10 business days) in Customer’sresponsefor requested information or deliverable; OpenGov may opt to put the project on an "On Hold" status. After the Customer has fulfilled its obligations, Professional Services can be resumed and the project will be taken off the "On-Hold" status. ● Putting a project “on Hold” may have several ramifications including, but not restricted, to the following: ○ Professional Services to the customer could be stopped; ○ Delay to any agreed timelines; or ○ Not having the same Professional Services team assigned. 2023 Statement of Work v1.3 11 Appendix B: Implementation Activities B-1: OpenGov Budgeting & Planning Suite Instance Creation Budgeting & Planning Suite Description OpenGov Responsibilities Customer Responsibilities Provisioning Reporting & Transparency Platform OpenGov will: ● OpenGov will provision Customer’sOpenGoventityand verify Customer has access to all purchased modules. Customer will: ● Confirm access to entity and modules. Technical Project Review Description OpenGov Responsibilities Customer Responsibilities Technical Project Review OpenGov will: ● Provide up to one (1) one-hour working sessions at the beginning of the project to: o Review deliverables o Review technical requirements o Provide documentation on requirements and processes OpenGov Assumptions: ● Customer will provide relevant data within two (2) weeks immediately following the kick-off meeting. Customer will: ● Identify relevant participants for attendance. ● Confirm deliverables. ● Gather and provide relevant data for the project. Chart of Accounts Configuration Description OpenGov Responsibilities Customer Responsibilities Chart of Accounts (COA) OpenGov will: Customer will: 2023 Statement of Work v1.3 12 ● Build Customer's COA in OpenGov in accordance with OpenGov technical requirements. ● Review configured COA and uploaded data and provide training to Customer on how to: o Manage new codes o Edit COA o Create Masks ● Provide current COA and transactional data. ● Validate and provide sign off on COA. ● Maintain the COA following configuration. Integration Configuration Description OpenGov Responsibilities Customer Responsibilities Financial Integration OpenGov will: ● Installation of Agent and Database View Deployment or Set up a SFTP and Sample File Format. ● Integrate the following functionalities: o Actuals and Budget (Revenue and Expenses) ● Extract, transform (when required) and load the data ● Build Reports for the required functionalities ● Validate the historical data and current year data based on the Customer provided summary report. ● Schedule the current year data load ● Monitor the data load OpenGov assumptions: ● Integration is unidirectional from the Customer’sNaviline into OpenGov. ● The data will be linked to the Customer’sCOA. Customer will: ● Provide an IT resource to assist the project team in the initial set-up. ● Provide assistance to understand source system specific customizations and configurations when building the data extract. ● If OpenGov is unable to access the data per requirements, provide .csv data files via basis is the responsibility of the customer. Operating Budget Configuration Description OpenGov Responsibilities Customer Responsibilities Operating Budget OpenGov will: ● Configure one (1) Budget instance, once Proof of Concept is validated. ● Configure and upload Customer’sbasebudgetfiles into OpenGov budget instances. ● Configure OpenGov Budget Proposals and Worksheets for up to fifty (50) Departments in the base budget file based on the agreed upon structure. ● Review configured OpenGov Budget and provide training to Customer on how to: o Create new Proposals and Worksheets o Manage Budgets Customer will: ● Provide current budget. ● Validate Proof of Concept prior to OpenGov building out Budget Proposals and Worksheets. ● Validate and provide signoff on Budget Proposals and Worksheets. Operating Budget Community Feedback Topic OpenGov will: ● Configure one (1) standard budget topic in Community Feedback. ● Review configured OpenGov Topic and provide training to Customer on how to: ○ Create new topics ○ Manage topics ○ Set Topics to Public and Closed. Customer will: ● Provide logo and branding guidelines. ● Validate and provide signoff on the standard budget topic. ● Update the standard budget topic with Customer relevant information. Operating Budget Story OpenGov will: ● Configure one (1) standard budget Story template. Capital Budget Configuration Description OpenGov Responsibilities Customer Responsibilities Capital Budget OpenGov will: ● Configure up to one (1) Proofs of Concept (POC) ● Configure one (1) Budget instance, once POC is validated ● Configure and upload Customer’sbasebudgetfiles into OpenGov budget instances. ● Configure proposals and worksheets for up to fifty (50) Capital Projects in the base budget file based on the agreed upon structure ● Review configured OpenGov Budget and provide training to Customer on how to: o Create new Proposals and Worksheets o Manage Budgets Customer will: ● Provide current budget. ● Validate Proof of Concept prior to OpenGov building out proposals and worksheets ● Validate and provide signoff on Budget Proposals. Capital Budget Story OpenGov will: ● Configure one (1) standard capital budget Story template. ● Review configured OpenGov Story and provide training to Customer on how to: ○ Create new Stories ○ Manage Stories ○ Publish Stories Customer will: ● Provide logo and branding guidelines. ● Validate and provide signoff on Capital Budget Story template. ● Update standard budget Storywith Customer relevant information Workforce Planning Configuration Description OpenGov Responsibilities Customer Responsibilities Workforce Planning OpenGov will: ● Provide cost elements based on Customer’sexistingpersonnel forecast to workforce document as per OpenGov’s best practices. Customer will: ● Review configured OpenGov Workforce Plan and provide training to Customer on how to: o Create Cost Elements o Populate and upload the Position Template ● Validate and provide signoff on the Workforce Plan calculations. ● Maintain the Workforce Plan and data once configured. Budget and Planning Suite Reporting Configuration Budget and Planning Suite Reporting OpenGov will: ● Set up one (1) export and Dataset View to enable OpenGov Budget Reports for the Operating and Capital Budget(s). ● Configure up three (3) standard reports using the customer’s integrated financial data: o Annual o Budget to Actuals o Transactions ● Configure up to four (4) Operating Budget Reports using OpenGov budget data: o Milestones o Development o Details o Categories* ● Configure up to four (4) Capital Budget Reports using OpenGov budget data: o Development o Details o Categories* o Capital Plan ● Review configured OpenGov Reports and provide training Customer on how to: o Export Budget Data for use in OpenGov Reports. o Create new Reports o Manage Reports o Share Reports Customer will: ● Validate and provide sign-off of Reports. ● Maintain the Reports once configured. ● Map OpenGov Budget export to Customer ERP import format. 2023 Statement of Work v1.3 *Budget Categories report is only available to customers using a zero-based budget. Online Budget Book Configuration Description OpenGov Responsibilities Customer Responsibilities Online Budget Book (OBB) Templates OpenGov will: ● Based on best practices, build out the look and feel of six (6) Standard OBB Templates: ○ Home Page ○ Generic (multi-use) ○ Operating ○ Department ○ Capital ○ Capital Project ● Provide up to ten (10) one-hour working sessions to answer Customer questions on OBB Configuration. Customer will: ● Provide logo and branding colors to OpenGov. ● Sign off on standard OBB Templates. ● Create OBB Reports, Report Views, and OBB Stories from standard OBB Templates and add content including: ○ Narrative ○ OpenGov Report Views ○ Images ○ Data not in OpenGov ● Attend working sessions to get answers on OBB questions. ● Make Stories public and Publish OBB. Working Sessions and Trainings Description OpenGov Responsibilities Customer Responsibilities Budgeting & Planning Working Sessions OpenGov will: ● Per the agreed upon Project Plan, schedule working sessions with Customer’sSystem Administrators to: ○ Review configurations; ○ Provide training on system functionality; ○ Gain feedback; and ○ Answer questions regarding configured system functionality. Customer will: ● Per the agreed upon Project Reporting & Transparency Administrator Training OpenGov will: ● Provide training to Customer System Administrators on how to: ○ Maintain the Chart of Accounts ○ Upload and manage data for reporting ○ Create and share Reports, Dashboards, Stories, and Topics. Customer will: ● Identify relevant participants and attend scheduled trainings. Budgeting & Workforce Administrator Training OpenGov will: ● Provide training to Customer System Administrators on how to: ○ Create and manage Budgets ○ Prepare to set up Next Year’sBudget ○ Create and manage Workforce Plans including Cost Elements and Position Upload Templates ○ Export Budget Data for use in OpenGov Reports. Customer will: ● Identify relevant participants and attend scheduled trainings. Online Budget Book / Budget-in-Brief Administrator Training OpenGov will: ● Provide one (1) 60- Minute System Training designed for OBB Administrators on how to: ○ Use and copy OBB Templates ○ Add Reports Views to Stories ○ Add Customer content including: narrative, images, and external data to Stories ● Provide two (2), 60-Minute training session(s) to Customer’s Internal Users on how to: ○ Navigate Opengov Budgets and Reports ● Identify relevant participants and attend scheduled trainings. 2023 Statement of Work v1.3 19 Appendix C: Technical Requirements C-1: OpenGov Budgeting & Planning Suite Budgeting & Planning Suite Description Technical Requirements Chart of Accounts ● Flat file ● .csv, .xls, .xlsx with headers ● Active Accounts and Accounts with activity in the years of data being loaded into OpenGov. Financial Data Files (Transactional Export) ● Flat file ● .csv, .xls, .xlsx with headers ● 3-5 Years of Data Financial Data Files (Summary Revenue and Expense Export) ● PDF export Current Budget ● Flat file ● .csv, .xls, .xlsx with headers ● Operating Budget ● Capital Budget Personnel Calculations and Tables ● PDF, Word, csv, .xls, .xlsx with headers Logo Image ● .jpg or .png format ● Transparent Branding guidelines ● Hex codes 2023 Statement of Work v1.3 20 4 TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Mike Harris, Director of Water Utilities MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution authorizing the purchase of one (1) Raw Sewage 10 MGD Pump for the Headworks Building at the Wastewater Treatment Plant. BACKGROUND The Wastewater Treatment Plant is a 46 MGD plant, and currently has four (4) raw sewage pumps located in the Headworks Building. The primary function for the pumps is to move wastewater from the collection system into the wastewater plant for processing. The requested 10 MGD east pump was rebuilt in 2016, was totally submerged during Tropical Storm Imelda, and has exceeded the lifetime usage. The total pricing for the 10 MGD pump is $206,675.00, and was obtained from JDC Fluid Equipment, LLC, of Houston, the sole source provider for the Fairbanks Morse Pump recommended for the Wastewater Treatment Plant. The quote and sole source letter are attached for your reference. FUNDING SOURCE Community Investment Plan – Wastewater Treatment Plant Headworks Pump Replacement. RECOMMENDATION Approval of the resolution. ATTACHMENTS JDC Fluid Equipment Quote & Pentair Sole Source Letter RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the City Manager be and he is hereby authorized to approve the purchase of one (1) Raw Sewage 10 MGD Pump for the Headworks Building at the Wastewater Treatment Plant in the amount of $206,675.00 from JDC Fluid Equipment, LLC, of Houston, Texas. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. - Mayor Roy West - ○ Publish Stories ○ Update and maintain Stories. Customer will: ● Identify relevant participants and attend scheduled trainings. Virtual Budget End-User Training OpenGov will: Customer will: 2023 Statement of Work v1.3 18 Plan, attend working sessions to: ○ Understand configurations; ○ Gain training on system functionality; ○ Give feedback; and ○ Ask questions regarding configured system functionality 2023 Statement of Work v1.3 17 5 TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Bart Bartkowiak, Director of Public Works MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution authorizing the City Manager to execute Change Order No. 1 to the contract with MK Constructors, of Vidor, for the Jefferson Street Infrastructure Repair Project. BACKGROUND On August 15, 2023, by Resolution No. 23-226, City Council awarded a contract to MK Constructors, of Vidor, in the amount of $327,285.00, for the Jefferson Street Infrastructure Repair Project. This authorized work consisted of removing and replacing concrete pavement, concrete curb and gutter, concrete sidewalk and ADA ramps, storm sewer lines, storm sewer and sanitary sewer manholes and storm sewer inlets. Proposed Change Order No. 1, in the amount of $22,768.00, is being requested to modify the scope of work regarding the sanitary sewer manhole called out to be removed and replaced due to two storm sewer lines being tied into it. After further inspection and evaluation of the manhole, it was decided that the storm lines could be disconnected without causing damage to the manhole and an effective patch could be made where the lines were disconnected. The Contractor had already ordered and delivered the proposed manhole to the project site, so the City will add it to the Water Utilities inventory for use at a future location. The Change Order also includes additional sidewalk and sidewalk ramps. The Americans with Disabilities Act (ADA) requires that the existing sidewalks that are connected to driveways disturbed during construction must be removed and replaced to correct any grade or slope issues. No additional days are requested to be added to the contract for the additional work. If approved, Change Order No. 1 will result in a new contract amount of $350,053.00. FUNDING SOURCE Community Investment Plan. RECOMMENDATION Approval of the resolution. ATTACHMENTS Jefferson Street Change Order No. 1 RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: WHEREAS, on August 15, 2023, the City Council of the City of Beaumont, Texas passed Resolution No. 23-226 awarding a contract in the amount of $327,285.00 to MK Constructors, of Vidor, Texas, for the Jefferson Street Infrastructure Repair Project; and, WHEREAS, Change Order No. 1, in the amount of $22,768.00, is required to modify the scope of work regarding the sanitary sewer manhole called out to be removed and replaced due to two (2) storm sewer lines being tied into it, thereby increasing the total contract amount to $350,053.00; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this resolution are hereby, in all things, approved and adopted; and, THAT the City Manager be and he is hereby authorized to execute Change Order No. 1, for additional work described above thereby increasing the total contract amount to $350,053.00, for the Jefferson Street Infrastructure Repair Project. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. - Mayor Roy West - Contract # 002.001 08-Nov-2023 08:05 AM CST Jefferson Street Infrastructure Repair Project 801 Main Street Beaumont, Texas 77701 Project Number: PW0723-11 002.001: Change Order No. 1 Grand Total: $22,768.00 For 002 Jefferson Street Infrastructure Repair Construction Division 01 Line Item Type Unit price Group 3.0 Construction Scope of Work The Sanitary Sewer manhole called out in the plans to be removed and replaced due to two storm lines being tied in will be left in place. After inspection by the Water Utilities inspector and conversation with MK Contractors, it was decided that the storm lines could be removed without causing damage to the manhole and an effective patch could be made where the lines were tied in. MK Contractors will then remove the brick riser (approx. 18 inches) and replace it with concrete risers to grade. The existing ring and cover will also be replaced by MK Contractors. The fiberglass manhole has already been ordered by MK and was delivered to the site. This manhole will become the City's to be used on another project and will need to be picked up from the site by the water/sewer department. This Change Order is also needed to account for additional sidewalk and sidewalk ramps. Existing sidewalk that is tied into driveways that are being disturbed during construction must be removed and replaced to correct grade issues in order to meet The Americans with Disabilities Act (ADA). Notes Awarded To Reason Code Owner Requested Days Changed 0 Attachments PW0723-11 - Additional Sidewalk Sheet 4.pdf Change Order Summary Original Contract Sum 327,285.00 Substantial Completion Date Net Cost by Previous Approved COs 0.00 Net Time Change By Previous COs 0 days Contract Sum Before This CO 327,285.00 Substantial Completion before This CO Contract Sum Changed By This CO 22,768.00 Time Changed By This CO 0 days New Contract Sum 350,053.00 New Substantial Completion Date All Change Orders make up 6.96% of the Original Contract MK Constructors Eric Gilchriest 25815 Grand Total: 22,768.00 Accounting and Status Accounting Status Item Id 475 PO Number FEMA Number Accounting Project Code Custom Accounting Field 04 Custom Accounting Field 05 Custom Accounting Field 06 Custom Accounting Field 07 Custom Accounting Field 08 Line Items Item # Account Code WBS/ Section Description Quantity UoM Unit Price Total Amount Contract Items 003 003 REMOVING CONCRETE (SIDEWALK OR RAMP) 68.80 SY 33.00 2,270.40 013 013 REMOVE STR (MANHOLE) -1.00 EA 625.00 -625.00 018 018 CONC SIDEWALKS AND RAMPS (CLASS A) 68.80 SY 327.00 22,497.60 022 022 SAN SEWER MANHOLE (48") -1.00 EA 10,150.00 -10,150.00 022A 022A SAN SEWER MANHOLE MODIFICATIONS (SEE SCOPE OF WORK CO. 1) (48" FIBERGLASS MH TO BECOME CITY PROPERT 1.00 EA 8,775.00 8,775.00 Total 22,768.00 Name or Role Status Actions 1 External-GC Approved Eric Gilchriest 03-Nov-2023 03:13 PM CST 2 Project Manager Approved David Tingle 06-Nov-2023 11:43 AM CST 3 City Engineer Approved Amalia "Molly" Villarreal 07-Nov-2023 09:32 AM CST 4 Director Approved Bart Bartkowiak 07-Nov-2023 09:37 AM CST 5 Admin Pending 6 Assistant City Manager Waiting for previous approvals. Approval Pending Due: 14-Nov-2023 Name or Role Status Actions 7 City Clerk Waiting for previous approvals. Created by: David Tingle on 01-Nov-2023 Last Modified by: Bart Bartkowiak on 07-Nov-2023 6 TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Sharae Reed, City Attorney MEETING DATE: November 21, 2023 REQUESTED ACTION: Council to consider an ordinance denying CenterPoint Energy Resources Corporation proposed rates. BACKGROUND CenterPoint Energy Resources Corporation d/b/a CenterPoint Energy Entex and CenterPoint Energy Texas Gas (“CenterPoint” or “Company”) recently filed an application to increase gas services rates. CenterPoint's application also includes a request to consolidate its Houston, Texas Coast, South Texas, and Beaumont/East Texas Divisions into a single Texas Division. The total increase requested for the combined division is $37.4 million annually, representing a 5.8% increase in non-gas revenues. However, if the proposed consolidation is approved in the Beaumont/East Texas Division service are are expected to experience a decrease in their monthly bills. Residential customers in this area are expected to see decreases that range from $2.12 to $5.08 a month depending on location. CenterPoint has proposed that the gas service service rate increase become effective on December 4, 2023. Council is advised to suspend the effective date of the proposed rate increase to permit time to review CenterPoint's request and make an informed decision. FUNDING SOURCE Reasonable expenses associated with rate cases are reimbursable by the Company as proved for in the Public Utility Regulatory Act. RECOMMENDATION Approval of the ordinance. ATTACHMENTS ORDINANCE NO. ORDINANCE OF THE CITY OF BEAUMONT, TEXAS AUTHORIZING THE SUSPENSION OF THE EFFECTIVE DATE FOR AN ADDITIONAL NINETY (90) DAYS BEYOND THE EFFECTIVE DATE PROPOSED BY CENTERPOINT IN CONNECTION WITH ITS STATEMENT OF INTENT TO INCREASE RATES IN THE TEXAS DIVISION, FILED ON OCTOBER 30, 2023; AUTHORIZING THE HIRING OF LAWYERS AND RATE EXPERTS; AUTHORIZING THE CITY’S PARTICIPATION TO THE FULL EXTENT PERMITTED BY LAW AT THE RAILROAD COMMISSION OF TEXAS; REQUIRING REIMBURSEMENT OF MUNICIPAL RATE CASE EXPENSES; FINDING THAT THE MEETING COMPLIES WITH THE OPEN MEETINGS ACT; MAKING OTHER FINDINGS AND PROVISIONS RELATED TO THE SUBJECT; AND DECLARING AN EFFECTIVE DATE. WHEREAS, on or about October 30, 2023, CenterPoint Energy Resources Corp. d/b/a CenterPoint Energy Entex and CenterPoint Energy Texas Gas (“CenterPoint” or “Company”) filed a Statement of Intent with the City of Beaumont (“City”) to increase gas rates in its Houston, Texas Coast, South Texas, and Beaumont/East Texas Division Service Areas by $37.4 million per year, effective December 4, 2023; and, WHEREAS, CenterPoint’s statement of intent includes a request to consolidate the Houston, Texas Coast, South Texas, and Beaumont/East Texas Divisions into a single Texas Division; and, WHEREAS, City has exclusive original jurisdiction over the rates, operations and services of a gas utility in areas in the municipality pursuant to Texas Utilities Code § 103.001; and, WHEREAS, Texas Utilities Code § 103.021 requires a local regulatory authority to make a reasonable determination of rate base, expenses, investment and rate of return and retain the necessary personnel to determine reasonable rates; and, WHEREAS, the City’s reasonable cost for regulatory expenses in ratemaking proceedings shall be reimbursed by the gas utility under Texas Utilities Code § 103.022; and, WHEREAS, Texas Utilities Code § 104.107(a)(1) authorizes a local regulatory authority to suspend a utility’s proposed rate change for not longer than 90 days after the date the rate change would otherwise be effective; and, WHEREAS, given the complexity of the proposed rate increase and the need to fully review the proposed rate adjustment it is necessary to suspend the effective date for implementing the proposed rates until March 3, 2024, to allow the City’s rate experts sufficient time to determine the merits of CenterPoint’s proposed rates; and, WHEREAS, to maximize the efficient use of resources and expertise in reviewing, analyzing, and investigating CenterPoint’s $37.4 million rate increase request, City’s efforts will be coordinated with similarly situated municipalities in CenterPoint’s Beaumont/East Texas Division Service Area; and, WHEREAS, the City will join with other municipalities in a steering committee in order to coordinate the hiring and direction of counsel and consultants working on behalf of the steering committee and the City. NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT, TEXAS, THAT: That the statement and findings set out in the preamble to this ordinance are hereby in all things approved and adopted. Section 1. The effective date of CenterPoint’s proposed rate increase, and the proposed tariffs related thereto, is hereby suspended for an additional ninety (90) days until March 3, 2024, in order to complete the review and investigation by City’s experts. Section 2. The City is authorized to join with other municipalities as part of the CenterPoint Beaumont/East Texas Division Service Area Steering Committee with the understanding that the steering committee will provide direction and guidance to the lawyers who are representing said cities. Section 3. The City employs The Lawton Law Firm, P.C. to represent the City with regard to the proposed rate increase of CenterPoint before local and state regulatory authorities and any court of law and authorizes counsel to employ such rate experts as are recommended by the Steering Committee. Section 4. The Steering Committee shall review the invoices of the lawyers and rate experts for reasonableness before submitting the invoices to CenterPoint for reimbursement. Section 5. City’s legal representatives shall have the right to obtain additional information from CenterPoint through the service of requests for information, which shall be responded to within seven (7) calendar days of receipt of such requests for information. Section 6. CenterPoint shall reimburse the City, through the designated representative of the Steering Committee, for the reasonable costs of attorneys and consultant fees and expenses related thereto, upon the presentation of invoices reviewed by the Steering Committee. The meeting at which this ordinance was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. This ordinance shall become effective from and after its passage. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. _______________________________ - Mayor Roy West - ATTEST: _____________________________ 7 TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Todd Simoneaux, Chief Financial Officer MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution approving a contract for collection services for Municipal Court. BACKGROUND On October 17, 2023, City Council asked staff to return at a later date with more information concerning the approval of the contract for collection services for Municipal Court. Among other Court-related functions, the Municipal Court processes payments of fines, processes overdue notice of outstanding fines, establishes payment plans, and processes warrants issued for non- payment of outstanding fines. An overdue account goes into warrant status at 30 days past due and is turned over to a collection agency at 60 days past due. A statutory collection fee of 30% is attached to the amount past due and is paid by the defendant upon payment of the past due fine. Requests for Proposal were sent to sixty-two vendors for providing services. The City received eight responses. The responses were evaluated by City staff and the best score for their proposal was received by McCreary, Veselka, Bragg and Allen P.C. of Round Rock, Texas who will charge the statutory fee of 30%. The City currently has a contract with Linebarger, Goggan, Blair & Sampson of Austin to provide these services. An evaluation score sheet is attached. FUNDING SOURCE The statutory collection fee is paid by the defendant. RECOMMENDATION Approval of Resolution. ATTACHMENTS Evaluation Score Sheet RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the City Manager be and he is hereby authorized to execute a contract for collection services for Municipal Court with McCreary, Veselka, Bragg & Aleen, P.C. of Round Rock, Texas. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. ______________________________ - Mayor Roy West - RFP Name: RFP Number: TF0823-22 RFP Opening Date: DESCRIPTION: Collection Services for: Municipal Court. Vendor Vendor Vendor Vendor Vendor Vendor Vendor McCreary, Veselka, American Perdue, Brandon Linebarger, Goggan, Ability Recovery The CMI Group Collection Service Bragg & Allen Municipal Services Fielder, Collins Blair & Sampson Services, LLC Credit Management of Nevada dba Maximum P.C. Whigham & Mott LP Sierra Outsourcing Solutions Points Round Rock, TX Carrolton, Tx Houston, TX. Austin, TX Dupont, PA Coppell, Tx Reno, NV Scope of Services 40 38 25.666 37.666 34.333 26 32.333 32.666 Demonstrated Experience 30 28.333 20 24.666 26 20 22 20.333 Cost of Services/Cost Effectiveness 30 30 28.333 30 30 28.333 26.666 28.333 TOTAL POINTS: 100 96.333 73.999 92.332 90.333 74.333 80.999 81.332 DESCRIPTION: Collection Services for Municipal Court Vendor Midwest Municipal Services, LLP Maximum Points Moorseville, IN Scope of Services 40 27 Demonstrated Experience 30 16.666 Cost of Services/Cost Effectiveness 30 26.666 TOTAL POINTS: 100 70.332 Criteria Description Criteria Description Collection Agency Services-Municipal Court 7-Sep-23 8 TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Bart Bartkowiak, Director of Public Works MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution authorizing the City Manager to execute Change Order No. 4, to the contract with Allco, LLC, of Beaumont, for the Collier’s Ferry Pump Station Project. BACKGROUND On April 12, 2022, by Resolution No. 22-108, City Council awarded a contract to Allco, LLC, of Beaumont, TX, in the amount of $25,088,259.00 for the Collier’s Ferry Pump Station Project. Previous Change Order Nos. 1-3 in the amount of $184,053.71 are attached for your review. Proposed Change Order No. 4, in the amount of $1,319,944.00, is requested to add a 750 foot segment of the 48-inch raw water line to this project to mitigate any potential delays during construction. The time extension will be requested in a subsequent change order once material lead times are known. If approved, the new contract amount would be $26,592,256.71. FUNDING SOURCE FEMA Funding RECOMMENDATION Approval of the resolution. ATTACHMENTS Collier's Ferry Change Order No. 4 RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: WHEREAS, on April 12, 2022, the City Council of the City of Beaumont, Texas passed Resolution No. 22-108 awarding a contract in the amount of $25,088,259.00 to ALLCO, LLC, of Beaumont, Texas for the Collier’s Ferry Pump Station Project; and, WHEREAS, Change Order Nos. 1-3, in the amount of $184,053.71 are attached; and, WHEREAS, Change Order No. 4, in the amount of $1,319,944.00 is requested to add a 750-foot segment of the 48-inch raw water line to this project to mitigate any potential delays during construction, thereby increasing the total contract amount to $26,592,256.70; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this resolution are hereby, in all things, approved and adopted; and, THAT the City Manager be and he is hereby authorized to execute Change Order No. 4, in the amount of $1,319,944.00, for work described above, thereby decreasing the total contract amount to $26,592,256.71 for the Collier’s Ferry Pump Station Project. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. - Mayor Roy West - 11200 Broadway St., Suite 2320 + Pearland, Texas 77584 + 832-456-4700 + FAX 817-735-7491 November 13, 2023 www.freese.com Amalia “Molly” Villarreal, P.E., CFM City Engineer City of Beaumont 1350 Langham Road Beaumont, TX 77707 Re: Project WU0222-14 Collier’s Ferry Pump Station: Change Order No. 004 Dear Mrs. Villarreal, Included with this letter is Change Order No. 004 for the Collier’s Ferry Pump Station project. This letter is to serve as a narrative for the item(s) included in this Change Order with supporting documentation attached. Item No. 1: Addition of Pine Street 48” Raw Water Line The segment of the 48” Raw Water Line included in the Collier’s Ferry Pump Station project only goes up to the Pine Street ROW. The upcoming Pine Street 48-Inch Raw Water Line project (City of Beaumont Bid No. WU1023-01) connects to it and includes the remainder of the 48” Raw Water Line along the Pine Street ROW to the Beaumont Water Treatment Plant. The Collier’s Ferry Pump Station Project also includes an Elevated Access Road and road improvements to Pine Street. In order to not cause any delays, it was decided that the segment of the 48” Raw Water line that goes under the Elevated Access Road and the improvements to Pine Street be transferred to this project. Having that segment, which is an estimated 750 LF, of the 48” Raw Water Line moved to this project will mitigate any potential delays by not having to wait for the other project to complete the 48” Raw Water Line. Also included in this change order is an addition of an 18” RCP along the drainage ditch between Pine Street and the Beaumont Country Club. This will alleviate any drainage issues that might arise after completion of the road improvements. A Safety End Treatment, a manhole, and two inlets will also be included with the 18” RCP along with rip rap at the discharge end to mitigate any erosion that may be caused. Due to long lead times of the required materials, mainly the Ductile Iron pipe & fittings, at this time Allco cannot accurately predict what time extension will be required to complete this work. Allco reserves the right to submit a subsequent request for additional calendar days once all materials have been received and are ready to commence with the work associated with this Change Order. Freese & Nichols, Inc. conducted an AACE Class 1 Cost Estimate (-10% to +15% accuracy) of the proposed changes included and Allco’s proposal came in at 7.35% of Freese & Nichols, Inc.’s estimate. Total Cost: $1,319,844.00 Additional Days: TBD 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 fashion. Please don’t hesitate to reach out to me if you need any further explanation or backup documentation. Sincerely, Rami Abusheikh, P.E. Construction Manager cc: Brent Schmitt, John Pippins, Sheldon Buck, Lindsey Reid BMT22198 T:\4.0 CONSTRUCTION\4.40 Contract Mod\4.43 Chg Orders\CO-004 –48in Raw Water Line Addition Change Order No. 4 Project Owner Collier's Ferry Pump Station City of Beaumont Allco, LLC Project Number WU0222-14 Contractor TX 881 Construction Manager Freese & Nichols, Inc. BMT22198 Design Professional Freese & Nichols, Inc. BMT22198 Change Order No. 004 Date 11/10/2023 Item Description Additional Days Change Amount 1 2 3 4 5 Addition of Pine Street 48" Raw Water Line 0 $ $ $ $ $ 1,319,944.00 - - - - Net Change in Contract Price this Change Order Net Change in Contract Time this Change Order $ 1,319,944.00 0 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 are the complete and final adjustments for 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 as specifically modified by this Change Order. Original Contract Amount: $ $ $ 25,088,259.00 184,053.71 1,319,944.00 5.26% Net from Previous Change Orders: Total Amount of This Change Order: Percent Change in Contract Amount of this Change Order: Total Percent Change in Contract Amount to Date: New Contract Amount: 5.99% $ 26,592,256.71 Originl Contract Duration: 900 Calendar Days 0 Calendar Days 0 Calendar Days 900 Calendar Days Additional Contract Days per Previous Change Orders: Additional Contract Times per Previous Change Orders: Revised Contract Time: Original Final Completion Date: Previous Final Completion Date: Revised Final Completion Date: 12/13/2024 12/13/2024 12/13/2024 Change Order No. 4 Page 1 of 2 16 CHANGE ORDER PROPOSAL FORM Project: Collier's Ferry Pump Station City of Beaumont Allco, LLC Change Proposal No. Date Submitted 4 Owner's Project No.: WU0222 BMT22198 TX 881 Owner: 11/8/2023 Engineer's Project No.: Contractor: Brief Description of proposed work to be performed: Contractor's Project No.: Construction Manager: Rami Abusheikh, PE (Freese & Nichols, Inc.) Design Professional: Sheldon Buck, PE (Freese & Nichols, Inc.) Addition of 48" Raw Water Line, Blow Off Valve, 18" RCP w/inlets, riprap, and safety end interceptor. Change Proposals must conform to Contract Requirements outlined in 01 26 00 Change Management Contractor & Sub-Contractor's fees are stipulated in Article 13 of the General Conditions Contractor Work Mtl. Qty. Req’d Mtl. Unit Description Man Hours Hourly Rate Labor Total Cost Material Total Equip Time Equip Cost Equip Total Lump Sum Subtotals Ductile Iron Pipe & Fittings $ $ $ $ $ $ $ $ $ $ $ $ $ - - - - - - - - - - - - - $ $ $ $ $ $ $ $ $ $ $ $ $ - - - - - - - - - - - - - $ $ $ $ $ $ $ $ $ $ $ $ $ - - - - - - - - - - - - - $ 510,558.00 $ 184,702.00 $ $ $ $ $ $ $ $ $ $ $ $ $ 510,558.00 Fiberglass Reinforced Pipe & Fittings 184,702.00 Storm Sewer Cement Stabilized Sand Trucking of Waste Soil STA 0+76.96 3 INSTAL L: INSULATING FLANGE TEST STATION SEE DETAILS 3/CP-1 & 3/CP-3 COLLIER'S FERRY PUMP STATION 48" WATER LINE (BY OTHERS) CU Δ=4 R=1 T=5 L=1 30" STA 0+76.96 TREE BEGIN 48" PROP. WATER LINE N:13992244. 40 E:3518114.52 3 FOUND 5/8" STEEL ROD N:1399204 2.06 24 HDPE F/L = 3.74 6" E:351786 TREE SEE 0.17 CONTINUATION ON COLLIER'S FERRY PUMP STATION PLANS STA 18" HDPE F/L 2+50 STA = 3.42 0+79.96 INSTALL: TRANSITION FROM DI TO FRP FOUND 5/8" STEEL ROD 12" RCP F/L = 14.08 3 AT&T INSULATING PEDESTAL FLANGE KIT SEE DETAILS 1/CP-3 N:1399219 6.51 E:3517976. 78 18" HDPE F/L = 5.20 BRACE AND SUPPORT EXIST. 2" WATER LINE 12" RCP F/L = BRACE AND 13.66 SUPPORT EXIST. 8" WATER LINE CURVE DATA R=Δ=1291. 5.84 56'' T=65.90' PROP. 48" STA 2+00 WATER LINE BOV ASSEMBLY L=131.6 9' 0 0 20' 40' 10' 18" OAK 18" RCP F/L = 16.89 SCALE IN FEET HORIZON TAL BOLLARDS (TYP.) 5' CURVE DATA Δ=5.04 PI: STA 0+99.82 INSTALL: 1-48" 45° BEND r 45°00'00" N:13992263.66 E:3518102.21 SCALE IN FEET VERTICA L R=1546. 49'' T=68.06' NOTE L=136.0 S: PI: STA 3' 1+73.62 Δ 5.66° PC STA 2+26.58 1. CONTRACTOR SHALL VERIFY MUELLER H- 15025 CORPORATIO N STOP WITH BRASS CAP BRASS BUSHING 3000 # STEEL HALF COUPLING CEMENT MORTAR POURED IN FIELD FACTORY APPLIED MORTAR REMOVED FOR ARC WELDING OF BONDING CLIPS FIELD APPLIED CEMENT MORTAR COATING STEEL FIELD APPLIED PIPE CEMENT MORTAR COATING MORT AR COATI NG INSIDE JOINT SPACE CEMENT MORTAR PLACED IN FIELD MORTAR IN FIELD AFTER COMPLETION OF BACKFILL BONDING CLIP 4 PLACES RE: 1,2/CP-6 NOT E: BARS FOR BAR- WRAPPED PIPE NOT SHOWN FOR CLARITY. RUBBER t GASKET WELDED JOINT DETAIL 2" OUTLET BAR- WRAPPED CONCRETE CYLINDER PIPE NOT TO SCALE JOINT DETAIL BAR- WRAPPED BAR-WRAPPED CONCRETE CONCRETE CYLINDER PIPE MAX TRENCH WIDTH = PIPE O.D. + 72" MAX TRENCH WIDTH = PIPE O.D. + 36" GENERAL HALF NOTES: SECTION FOR ASPHALT ROADS HALF SECTION FOR CONCRETE ROADS HALF SECTION FOR ASPHALT ROADS HALF SECTION FOR CONCRETE ROADS 1. ORDINARY MATERIAL SHALL BE DEFINED AS TRENCH EXCAVATED 12", 1 TYP. 12", TYP. 12", TYP. 12", C C TYP. L L MATERIAL FREE OF ROCK FRAGMENTS AND CLODS LARGER THAN 6- INCHES GREATEST DIMENSION, AND ORGANIC EXISTI NG ROAD EXISTI NG ROAD TRENCH WIDTH = PIPE EXISTI O.D. + 48" MIN. NOTE PRECAST GRADE S: RINGS 3.5" CAST IRON DISC MANHOLE RING AND COVER - DESIGNED FOR HS-20 LOADING 1. ALL METAL SURFACES INSIDE OF MANHOLES SHALL RECEIVE A MINIMUM OF TWO (2) COATS OF BITUMASTIC COATING (KOPPERS 50 OR APPROVED EQUAL). CARE SHALL BE TAKEN TO APPLY THE COATING IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. VALVE BOX OFFSET (TO BE DETERMINE D BY CONTRACT OR) ONE PIECE VALVE EXTENSION 2. THE VALVE EXTENSION SHALL BE ONE PIECE AND POSITIONED INSIDE THE MANHOLE SUCH THAT THE VALVE CAN BE OPERATED FROM GROUND LEVEL THROUGH THE MANHOLE TOP. VALVE STEM EXTENSION SHALL EXTEND TO WITHIN 4" OF THE MANHOLE TOP. ACCESS TO VALVE EXTENSION SHALL NOT BE THROUGH MANHOLE COVER. EXISTING NATURAL GROUND OR ROAD 3. ALL BLOW OFF AND AIR VALVE PIPING SHALL BE CLASS 53 DUCTILE IRON PIPE WITH MECHANICAL AND FLANGED JOINTS PER DETAIL. PIPING INSIDE MANHOLE AND BURIED PIPE SHOWN HAVE FACTORY APPLIED STANDARD COATING. ABOVE-GROUND PIPING SHALL BE FACTORY-PRIMED AND PAINTED SILVER. 12" BLIND 6'-0" FLANGE MIN. 4. INSTALL STEM GUIDES USING EPOXY COATED ANCHOR BOLTS. DO NOT TIE STEM GUIDE INTO MANHOLE REINFORCEMENT. CL OF MANH OLE DUCTILE IRON MJxMJ LONG SOLID SLEEVE WITH 2-EBAA MEGALUG SERIES 1100 MJ RESTRAINTS GENERAL CONNECTION 1. NOTES: CONTRACTOR SHALL PROVIDE NECESSARY THRUST RESTRAINT BY WELDING PIPE JOINTS ON NEW AND/OR EXISTING PIPE, AS DETERMINED NECESSARY BY THE PIPE MANUFACTURER. FITTINGS SHALL BE WELDED EXCEPT WHERE FLANGE OR HARNESSED COUPLING IS SHOWN. ALL BOLTS SHALL BE STAINLESS STEEL. DAMAGE TO EXISTING PIPE DURING REMOVAL SHALL BE REPAIRED BY CONTRACTOR, AT HIS COST. REMOVE AND REPLACE EXISTING PIPING AS NECESSARY 2. CONTRACTOR SHALL UNCOVER AND FIELD VERIFY HORIZONTAL AND VERTICAL DIMENSIONS TO INSTALL RESTRAINED JOINTS AND EXISTING JOINT LOCATIONS FOR CONNECTION TIE-INS PRIOR TO MANUFACTURING OF NEW PIPE AND CONSTRUCTION. ALL EXISTING UTILITIES IN AREA TO BE LOCATED AND COORDINATED WITH OWNER'S REPRESENTATIVE BEFORE PIPE CONSTRUCTION TO ALLOW CHANGES, IF CONFLICTS EXIST. 3. CONTRACTOR SHALL SUPPORT AND PROTECT ALL EXISTING 4. THE CONTRACTOR MANHOLES AND SHALL PIPING. INSTALL TEMPORARY TEST PLUGS TO HYDROTEST THE PIPELINE. AFTER THE SUCCESSFUL HYDROSTATIC TEST, 5. CONTRACTOR ENCASE VALVES SHALL AND REMOVE FITTINGS PLUG IN WAX AFTER TAPE TEST AND COMPLETION PLACE FLOWABLE AND REPAIR THE PIPE. 6. FILL BACKFILL COAT INTERIOR TO THE OF LIMITS PIPE AT SHOWN. INSULATION FLANGES PER SECTION 33 05 01.02 DUCTILE IRON PIPE AND FITTINGS, SECTION 33 05 01.06 BAR-WRAPPED 7. CONCRETE COAT PIPELINE CYLINDER TO MATCH PIPE AND EXISTING FITTINGS PIPELINE OR SECTION 33 11 13.13 STEEL PIPE AND FITTINGS. COATING UP TO INSULATING FLANGE. PROPOS ED 48" TEE 8. PAY ITEM FOR CONNECTIONS DOES NOT 1 INCLUDE MAIN LINE PIPE. ENCASE IN FLOWABLE FILL PROP 48" EXIST. 48" RWL RWL PROP RESTRAINED JOINT PROP RESTRAINED WELDED BUTT JOINT STRAP CONNECTION CONNECTION NO. 2 TO WATER TREATMENT PLANT (PROFILE) (END OF ALIGNMENT) NOT TO SCALE 3 - - 3 PAY ITEM PAY ITEM (BY CONNECTION NO. 1 OTHERS) 48-INCH PINE STREET RAW COLLIER'S FERRY WATER LINE PUMP STATION 48-INCH WATER LINE SEE CONSTRUCTI ON SEQUENCE 1. CONSTRUCT THE ROADWAY USING ONE-LANE TWO-WAY TRAFFIC CONTROL DURING WORKING HOURS. RESTORE TWO-WAY TRAFFIC FOR NIGHTTIME OPERATIONS UNLESS 24-HOUR WORK IS CALLED FOR ON THE PLANS OR OTHERWISE APPROVED BY THE ENGINEER. PHASE 4 CONSISTS OF RECONSTRUCTING PAVEMENT WITH PROPOSED 48” RAW WATER LINE. PINE ST (EAST SIDE) . 2. ERECT/INSTALL ADVANCE WARNING SIGNS AND OTHER TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE BC, TCP AND WZ STANDARDS, AND CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATION. 1. EXCAVATE REMAINING EXISTING 3. UTILIZE TCP (2-2)-18 FOR WORK IN THE RIGHT-OF-WAY THAT PAVEMENT STRUCTURE. DOES REQUIRE ONE LANE CLOSURE. THIS WORK INCLUDES PREPARING ROW, GRADING, TRENCHING, PIPING, RECONSTRUCTION OF THE ROADWAY, ETC. 2. PREPARE SUBGRADE WITH 10” CEMENT STABILIZED CRUSHED LIMESTONE AND 6” LIME-FLY ASH 3. STABILIZED INSTALL FIRST SUBGRADE. 2” OF 4" HMAC. 4. INSTALL FINAL 2" OF 4" HMAC. 5. RESTORE TRAFFIC TO ORIGINAL FLOW. 4. UTILIZE DETOUR MAP FOR MARINA DR AND PINE 5. STREET INCORPORATE INTERSECTION 3:1 SAFETY CLOSURE. WEDGES FOR ALL DROP OFFS GREATER THAN TWO (2”) LEFT OVERNIGHT. CONSIDER THIS SUBSIDIARY TO THE VARIOUS ITEMS. PHASE 8 CONSISTS OF RECONSTRUCTING PAVEMENT WITH PROPOSED 48” RAW WATER LINE. MARINA ST (SOUTH SIDE) 6. WHEN TRENCHES CAN NOT BE COVERED WITH STEEL PLATE AT THE END OF EACH WORKDAY USE PORTABLE TRAFFIC SIGNAL, TWO-WAY OPERATION. CONSIDER THIS SUBSIDIARY TO THE VARIOUS ITEMS. 1. SAW CUT, EXCAVATE, PREPARE SUBGRADE FOR TRENCH. 2. INSTALL 48" RAW WATER LINE. 7. CONTRACTOR TO MAINTAIN ACCESS TO HOMES AND BUSINESSES ALONG PROJECT AT ALL TIMES. 8. MAINTAIN POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE. PHASE 5 CONSISTS OF RECONSTRUCTING PAVEMENT WITH PROPOSED 48” RAW WATER LINE. PINE ST (EAST SIDE) . 3. PREPARE SUBGRADE WITH 10” CEMENT STABILIZED CRUSHED LIMESTONE AND 6” LIME-FLY ASH STABILIZED SUBGRADE. 9. CONTRACTOR MAY BUILD PHASES 1 & 2 CONCURRENTLY IF WORKING ON MULTIPLE STREETS. 1. SAW CUT, EXCAVATE, PREPARE SUBGRADE FOR TRENCH. 2. INSTALL 48" RAW WATER LINE. 4. INSTALL FIRST 2” OF 4” HMAC. 10. CONTRACTOR MAY CHANGE SHOWN SEQUENCE OF CONSTRUCTION WITH PRIOR APPROVAL 4 SHEE T SEQ. Plot Date: 11/10/2023 10:50 AM Plot By: 02139 Filename: N:\IF\Drawings\2. TCP\CV-BMT 21290-TCP TYP SECTS.dwg FROM THE ENGINEER. 5. RESTORE TRAFFIC TO ALLOW ACCESS TO HOMES UTILIZING STANDARD DETAILS BC(1)-21 TO BC(12)-21 & TCP (2-2)-18. 3. PREPARE SUBGRADE WITH 10” CEMENT STABILIZED CRUSHED LIMESTONE AND 6” LIME-FLY ASH STABILIZED SUBGRADE. 11. ALL INTERSECTIONS WILL BE BUILT IN HALVES UNLESS 12. CONTRACTOR NOTED OTHERWISE. TO USE EXTREME CAUTION WHILE CONSTRUCTING ROAD TO AVOID DAMAGE TO EXISTING INLETS. CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING INLETS TO OWNERS SATISFACTION. 4. INSTALL CURB 5. AND INSTALL GUTTER. FIRST 2” OF 4" HMAC. 6. INSTALL FINAL 2" OF 4" HMAC. 7. RESTORE TRAFFIC TO ORIGINAL FLOW. PHASE 9 CONSISTS OF RECONSTRUCTING PAVEMENT OPPOSITE 48” RAW WATER LINE. PINE 1. EXCAVATE ST (NORTH EXISTING SIDE) A. SETUP ADVANCE WARNING SIGNS ACCORDING TO PAVEMENT STRUCTURE. STANDARD DETAIL BC (1)-21 TO BC(12)-21. B. INSTALL SW3P DEVICES. 2. PREPARE SUBGRADE WITH 10” CEMENT STABILIZED CRUSHED LIMESTONE AND 6” LIME-FLY ASH STABILIZED SUBGRADE. PHASE 6 CONSISTS OF RECONSTRUCTING PAVEMENT WITH PROPOSED 42” RAW WATER LINE. C. PREPARE RIGHT PINE ST (WEST SIDE) . OF WAY. 3. INSTALL FIRST 2” OF 1. SAW CUT, EXCAVATE, PREPARE 4” HMAC. SUBGRADE FOR TRENCH. 2. INSTALL 42" RESILIENCY WATER LINE. D. SETUP TWO-LANE ONE-WAY TRAFFIC CONTROL ACCORDING TO TCP (2-2)-18. E. SAW CUT, EXCAVATE, PREPARE TRENCH, AND LAY 48” WATER LINE. F. CONSTRUCT ROADWAY. 4. RESTORE TRAFFIC TO ALLOW ACCESS TO HOMES UTILIZING STANDARD DETAILS BC(1)-21 TO 3. PREPARE SUBGRADE WITH 10” CEMENT STABILIZED CRUSHED BC(12)-21 & TCP (2-2)-18. LIMESTONE AND 6” LIME-FLY ASH G. FINAL STABILIZED SUBGRADE. CLEAN UP. 4. INSTALL CURB AND GUTTER. PHASE 10 CONSISTS OF PLACING REMAINING 2” HAMC OF PAVEMENT STRUCTURE. 1. INSTALL FINAL 2” OF 4” HMAC. 5. INSTALL FIRST 2” OF 4" HMAC. 6. INSTALL FINAL 2" OF 4" HMAC. 7. RESTORE TRAFFIC TO ORIGINAL FLOW. 2. RESTORE TRAFFIC TO PHASE 1 CONSISTS OF LAYING 48” ORIGINAL FLOW. RAW WATER LINE. PINE 1. SAW ST (EAST CUT, SIDE)EXCAVATE, . PREPARE SUBGRADE FOR TRENCH. 2. INSTALL 48" RAW WATER LINE. PHASE 7 CONSISTS OF RECONSTRUCTING PAVEMENT WITH PROPOSED 48” RAW WATER LINE, 42" RESILIENCY LINE AND REMOVE AND REPLACE 8" SANITARY SEWER. THIS INTERSECTION WILL BE SHUT DOWN FOR EACH INSTALLATION AND COMPLETION OF THE ROADWAY. 3. PREPARE SUBGRADE WITH 10” CEMENT STABILIZED CRUSHED LIMESTONE AND 6” LIME-FLY ASH STABILIZED SUBGRADE. PINE ST (WEST SIDE) 1. SAW . CUT, EXCAVATE, PREPARE SUBGRADE FOR TRENCH. 2. INSTALL 48" RAW WATER LINE. 4. INSTALL FIRST 2" OF HMAC. 5. INSTALL FINAL 2" OF HMAC. 3. INSTALL 42" RESILIENCY WATER LINE. 4. REMOVE AND REPLACE 8" SANITARY SEWER LINE. 6. RESTORE TRAFFIC TO ALLOW ACCESS TO HOMES UTILIZING STANDARD DETAILS BC(1)-21 TO BC(12)-21 & TCP (2-2)-18. 5. PREPARE SUBGRADE WITH 10” CEMENT STABILIZED CRUSHED LIMESTONE AND 6” LIME-FLY ASH 6. STABILIZED INSTALL CURB SUBGRADE. AND 7. INSTALL GUTTER. FIRST 2” OF 4" HMAC. 8. INSTALL FINAL 2" OF 4" HMAC. 9. RESTORE TRAFFIC TO ORIGINAL FLOW. PHASE 2 CONSISTS OF RECONSTRUCTING PAVEMENT WITH PROPOSED 48” RAW WATER LINE. PINE 1. EXCAVATE ST (WEST SIDE) REMAINING EXISTING PAVEMENT 2. PREPARE STRUCTURE. SUBGRADE WITH 10” CEMENT STABILIZED CRUSHED LIMESTONE AND 6” LIME-FLY ASH 3. STABILIZED INSTALL FIRST SUBGRADE. 2” OF 4" HMAC. 4. INSTALL FINAL 2" OF 4" HMAC. 5. RESTORE TRAFFIC TO ORIGINAL FLOW. PHASE 3 CONSISTS OF RECONSTRUCTING PAVEMENT WITH PROPOSED 48” RAW WATER LINE. PINE 1. SAW ST (WEST CUT, EXCAVATE, SIDE) . PREPARE SUBGRADE FOR TRENCH. 2. 3. INSTALL PREPARE 48" SUBGRADE RAW WATER WITH LINE. 10” CEMENT STABILIZED CRUSHED LIMESTONE AND 6” LIME-FLY ASH 4. STABILIZED INSTALL FIRST SUBGRADE. 2” OF 4" HMAC. 5. INSTALL FINAL 2" OF 4" HMAC. 6. RESTORE TRAFFIC TO ORIGINAL FLOW. SHEE T SEQ. Plot Date: 11/10/2023 10:50 AM Plot By: 02139 Filename: N:\IF\Drawings\2. TCP\CV-BMT 21290-TCP TYP SECTS.dwg No Cross Pipe Required for 18" RCP in Drainage Ditch Along Pine Street No Cross Pipe Required for 18" RCP in Drainage Ditch Along Pine Street 6 33 THERMOSETTING-31 13.13 FIBERGLASS RESIN) PRESSURE (GLASS-FIBER-REINFORCED PIPE 1.GENERAL 00 1.INCLUDED 01 WORK A. necessary Furnish to labor, furnish materials, and install equipment filament and incidentals wound in the diameters fiberglass indicated. reinforced polymer mortar pipe and fittings Trenching, accordance backfilling, with Section and 31 pipe 23 33 embedment must be in “Trenching concrete must and be Backfill.in accordance ” Placement and classification of with Section 03 30 00 “Cast-In-Place Concrete.” 1.ASSURANCE 02 QUALITY A. Experience: 1. less Pipe than must 5 years be of the successful product of one manufacturer with not experience indicated. Pipe manufacturing manufacturing pipe of the type and size operations performed at (pipe, one fittings, location lining, unless and coating) must be otherwise approved by the Engineer. 2. appurtenances Furnish an affidavit furnished that comply the pipe, specials, fittings, and with AWWA all Specifications. provisions of this Section and applicable ASTM and B. inspection Owner during Testing manufacture and Inspection: by an Pipe may be subject to independent Owner. Representatives testing laboratory of the selected and retained by the laboratory whenever it and is in the preparation Engineer must or have access to the Work progress, facilities for and access the pipe and manufacturer for must provide proper inspection. writing a minimum The pipe of manufacturer 2 weeks must notify the Owner in prior manufacturer to pipe fabrication as to the Owner’s so that the Owner may advise the decision testing laboratory. regarding tests Material, to be performed by the independent fabricated conforming parts, to the and requirements pipe found of to be defective or not this Owner’s Section final will acceptance be subject of to the rejection at any time prior to Project. C. be conducted Factory Testing: at the factory, At a minimum, with the following tests must test 1. Load results bearing furnished tests: to Provide the Owner test and results Engineer: for the first joint manufactured of each size and 2. class, Material and at tests: least Provide one joint material per hundred test results joints per thereafter. the ASTM and AWWA Standards. 3. accordance Pipes must with be ASTM manufactured D3517. and tested in 4. ASTM Coupling D4161. joints must meet the requirements of 5. ASTM Minimum D2412 must pipe be stiffness 46 psi when (SN tested in accordance with 6. 46)Pipe . hoop tensile strength for pressure pipe must meet the requirements of ATM D3517 and sampling AWWA frequency. C950 by random Pipes must burst testing at the same Fiberglass Thermosetting-(Glass-Resin) Fiber-Pressure Reinforced Pipe BMT21290 Line – Pine Street 48-Inch Raw Water 33 13.31 13 - 1 be operating capable pressure of withstanding of the of a the test pressure 2 times the 7. water The extrapolated line. 50-year strain corrosion value must not be less than as determined in D. Manufacturer’s accordance with Technician ASTM D3681 for Pipe and Installation: ASTM D3262. Pipe manufacturer must furnish the services technician of during a factory installation. trained, qualified, The field experienced technician laying operations must assist and must and advise the Contractor in his pipe instruct joint inspection construction procedures. personnel in proper joint assembly and The However, technician the technician is not required must to be be on- on-site full time. site thereafter during three the first additional two 8-hour 8-hour days of pipe laying and days as requested by the Engineer, Owner, or Contractor. E. Thompson Acceptable Pipe Manufacturers: Group FRP. Hobas USA or 1.SUBMITTALS 03 A. “Document Submittals Management” must be in accordance and with Section 01 33 00 must 1. Certified include: Test Reports from the manufacturer’s testing facility or an approved testing 2. laboratory. Manufacturer’s data on piping and 3. Prior jointing to shipment methods. of the pipe, the pipe manufacturer a. A Certificate must of submit Adequacy the following: of Design stating that the pipe to be furnished complies with D2412, AWWA ASTM M45, D3567 ASTM and D3262, these ASTM D4161, ASTM b. specifications. Certified Test Reports from the manufacturer’s testing facility or an approved testing and ASTM laboratory D2412). for materials tests (ASTM D3681 c. testing Certified facility Test or an Reports approved from the manufacturer’s d. testing Product laboratory data sheet for which load bearing tests. includes the following: 2)1). . Name Pipe stiffness. of manufacturer. 3)diameter. . Nominal pipe 4)classification. . Cell 5)lengths. . Laying 6)methods. . Joint 7)horizontal . Minimum deflection. radii for 8)thickness . Calculations can withstand for jacking pressures pipe to verify wall resulting from installation of pipe. 1.SPECIFICATIONS 04 REFERENCE Fiberglass Thermosetting-(Glass-Resin) Fiber-Pressure Reinforced Pipe BMT21290 Line – Pine Street 48-Inch Raw Water 33 13.31 13 - 2 A. Management.Section 01 ” 33 00 “Document B. Management.Section 01 ” 40 00 “Quality C. and Section Backfill.31 ” 23 33 “Trenching 1.STANDARDS 05 A. apply The as applicable if written here provisions in their of the following standards must entirety. with the applicable Piping and standards fittings must and be in full compliance specifications. with any requirement Pipe may of this be rejected for failure to comply Section. 1. (ASTM) ASTM Standards: International ASTM D638 Standard Properties Test of Plastics Method for Tensile Standard External Loading Test method for Determination of Characteristics Loading of Plastic Pipe by Parallel-Plate Standard or Pressure Practice Design for Basis Obtaining Hydrostatic for Fiberglass Pipe and Fittings ASTM D2412 ASTM D2992 ASTM D3517 Specification reinforced thermosetting- for Fiberglass (glass-fiber- ASTM D3567 resin) Standard Pressure Pipe Practice for Determining Dimensions of Fiberglass Pipe Standard Resistance Test of Fiberglass Method for (glass- Chemical ASTM D3681 fiber-a Deflected reinforced Condition thermosetting –resin) Pipe in ASTM Installation D3839 of Fiberglass Standard Pipe Practice for Underground Specification reinforced thermosetting- for Fiberglass (glass-fiber- ASTM D4161 resin) Elastomeric Pipe Joints Seals using flexible ASTM F477 Specification for Joining Plastic for Elastomeric Pipe Seals (Gaskets) 2. (AWWA) American Standards: Water Works Association AWWA Pipe Design M45 Fiber Glass AWWA Fiberglass C950 Pressure AWWA Pipe Standard for 1.STORAGE 06 DELIVERY AND A. Packing: 1. representative An inspection of the of the Owner pipe after will be delivery. made by a Pipe no cost with to visible the Owner. defects Visible will be rejected and replaced at defects delamination, include or cracks any other of any defects type, honeycombs, indicative not be returned of poor under workmanship. any Any pipe rejected shall circumstances to the Project. 2. unloaded Pipe damaged at the Site. in shipment may not be 3. with Deliver, the manufacturer’s handle, and store pipe in accordance 4. recommendations. Marking for Identification: Each joint of pipe and each fitting must have plainly marked on stiffness the inside for which of the it pipe is at two locations, the class and Fiberglass Thermosetting-(Glass-Resin) Fiber-Pressure Reinforced Pipe BMT21290 Line – Pine Street 48-Inch Raw Water 33 13.31 13 - 3 designated, manufacturer, the and date the of manufacture, the name of the identification schedule. The number top centerlines corresponding must to the laying 2.00 PRODUCTS be marked on all specials. 2.01 MATERIALS A. polyester Resin resin Systems: systems The with manufacturer a proven must use only history must have of performance been acquired in this application. The historical data from composition a composite as the material proposed of product. similar construction and B. to manufacture Glass Reinforcements: the components The reinforcing glass fibers used must filaments be of with highest binder quality and sizing commercial grade E-glass C. compatible Silica Sand: with Sand impregnating must be minimum resins. 98 percent silica with a maximum moisture content of D. 0.Additives: 2 percent. When used, resin additives such as curing agents, pigments, dyes, fillers, thixotropic performance agents, of the etc. product. may not detrimentally affect the E. qualified Elastomeric gasket Gaskets: manufacturers Gaskets and must be be supplied by suitable F477. for the service intended and comply with ASTM 2.PRODUCTS 02 MANUFACTURED A. corrosion Manufacture resistant, pipes consistent to result in a dense, non-porous, composite exposed to structure. flow must The be interior surface of the pipes manufactured (minimum) when using tested a resin in with a 50 percent elongation accordance system. The with interior ASTM surface D638, must or a glass reinforced liner provide exterior crack surface resistance of the pipes and must abrasion be resistance. The comprised protection of to a the sand exterior. and/or Pipes resin layer which provides UV must be Type 1, Liner 1 or 2, Grade 1 or 3 per ASTM D3262. B. connected Unless with otherwise fiberglass specified, sleeve the pipe shall be field couplings, utilize elastomeric bell-spigot sealing joints, gaskets or double-bell joints, which made maintain of EPDM water rubber tightness. compound The joints as the sole means to must Joints meet at tie-the ins performance may utilize a requirements of ASTM D4161. fiberglass, jacking and gasket-boring sealed or within closure coupling. Piping installed by casing must have low profile bell and spigot, or flush joints. C. fittings Flanges, must elbows, be contact reducers, molded tees, or wyes, laterals and other manufactured fiber-reinforced from overlays, mitered sections of pipe joined by glass- designed conditions. to perform without failure in all possible operating D. the applicable Pipe must be standards. manufactured and tested in accordance with Coupling Minimum joints pipe stiffness must meet when the requirements of ASTM D4161. E. tested Tee-Based in accordance Manhole with fittings ASTM must D2412 be made must with be 46 fiberglass psi. pipe and must include a minimum F. 30-Reference inch diameter Section manway. 33 39 13 “Manholes, Frames and Covers”. Fiberglass Thermosetting-(Glass-Resin) Fiber-Pressure Reinforced Pipe BMT21290 Line – Pine Street 48-Inch Raw Water 33 13.31 13 - 4 2.03 DIMENSIONS A. diameters Dimensions and are called minimums. for on the The Drawings actual are inside outside applicable diameter standards shall and be shall in accordance be in with B. accordance Pipe must be with supplied manufacturer’s in nominal literature. lengths of 10 to 40 feet. Other lengths may be supplied upon a nominal approval plus of 1 inch the Engineer. to minus Actual laying length must be 4 of inches the total or as footage approved of each by the Engineer. At least 90 percent size be furnished and class in of nominal pipe, excluding length special order lengths, must sections. C. minimum Pipe ends tolerance must be of 1/square 8 inch to (or the 1/pipe 4 axis with a inch) Contractor’s as per the responsibility manufacturer’s to literature. It shall be the provide joint has testing successfully data once passed the the pipe is installed that the 2.04 applicable DETECTABLE air test. WARNING TAPE A. Warning Detectable Tape: 1. tape Provide as follows: detectable warning a. thickness. Thickness: 5.0-mil overall b. minimum. Width: 3 inches c. 1000 Weight: square feet. 27.5 pounds per inch per d. 1)Triple . Minimum layer with: thickness 0.35 mils solid aluminum foil encased in a protective inert 2). plastic 100 percent jacket. virgin low density 3). Impervious polyethylene. to all known alkalis, acids, chemical reagents and solvents within 4). soil. Aluminum foil visible to both sides. e. inductive Locatable methods. by conductive and f. rub-Printing off. encased to avoid ink g. Color and Legends: 1)Line: . Sewer a)Uniform . Color: Color Green Code)(in . accordance with APWA b)(repeated . Legend: every “Caution 24 inches)Sewer . Line Below” 3.EXECUTION 00 3.PREPARATION 01 Fiberglass Thermosetting-(Glass-Resin) Fiber-Pressure Reinforced Pipe BMT21290 Line – Pine Street 48-Inch Raw Water 33 13.31 13 - 5 A. elevation The grade or lowest elevation point indicated of the in the Drawings is the invert inside between barrel the of elevations the pipe. indicated. Run the pipe on straight grades Establish baseline and the benchmarks grade line in identified the trench by from reference 3.02 the PIPE Engineer. LAYING, HANDLING AND JOINTING A. as specified Install fiberglass and required pipe, for fittings, the specials, and appurtenances proper fittings, functioning and specials of in the completed pipeline. Install pipe, accordance ASTM D3839, with and the AWWA manufacturer’s M45. recommendations, Pipe Each shall joint be of pipe installed must to be the lines and grades indicated. inspected trench or bore immediately pit. If repair prior of to being lowered into the damaged those areas areas per and manufacturer holidays is permitted by Engineer, repair recommendations or bore pit. before the pipe is lowered into the trench B. embedment. Install pipe Pipe in trench installation conditions as specified, on specified methods or Owner’s will representative. be subject to the Pipe acceptance of the Engineer must or cables be lowered may not into be used the trench for using textile slings. Chains handling the pipe. C. Prior Do to not connecting damage the the joints, gaskets or the ends of the pipe joints. inspect thoroughly and clean verify with that no the foreign pipe ends, and gaskets are materials slopes of the adhering pipe with to them. a Coat the pipe ends or groove lubricating recommendations. material Petroleum in accordance with the manufacturer’s lubricants sufficient force will not necessary be permitted. to make Assemble the pipe with a using tight a seal clamp on (the or sling)gasket. , timber Joining pipes to be accomplished at backhoe pipe end or similar for protection, equipment and for a come-along jack. Use of final protection “seating” is used. of a joint Extreme may be used but only if suitable end caution damage must the pipe. be made Do not by exceed the Contractor the so as not to forces pipe. recommended by the manufacturer for joining the D. position Check of joints the gasket with a is feeler detected gauge. If any irregularity in the at remove any point the pipe on the and entire examine circumference the of the pipe, gasket again, but for cuts. the gasket If the and gasket the is undamaged, it may be used joint check must the line be re-and lubricated. grade. After the pipe section is joined, E. pipelines Securely when place the covers work is or bulkheads to seal the ends of the stopped prevent trash temporarily or dirt from or at entering the end of the day’s work to F. the The pipe. maximum deflection of any joint may not exceed 75 percent of the manufacturer’s maximum recommended joint deflection. 3.CONTROL 03 FIELD QUALITY A. outlined Conduct below. pipe testing as B. Pressure Hydrostatic Pipe: Leak Test for 1. backfilling. Perform hydrostatic leak tests after 2. Testing” Reference for requirements. Section 33 05 05.31 “Hydrostatic Fiberglass Thermosetting-(Glass-Resin) Fiber-Pressure Reinforced Pipe BMT21290 Line – Pine Street 48-Inch Raw Water 33 13.31 13 - 6 C. Testing Deflection for Pipe: 1. rigid Perform pipe in accordance deflection tests TCEQ on flexible and semi- a. requirements. The maximum allowable deflection of pipe measured as the reduction in vertical inside recommendation diameter is or 75 3% percent of pipe of the manufacturer’s a. inside Conduct diameter, test after whichever the final is backfill lower. has been in place a minimum of 30 days. 2. b. Perform Thoroughly test by clear pulling the a lines properly before sized testing. mandrel through the line up to 48-inch diameter. measured Larger from the then inside-48-inch vertical which may be 3. dimensions. Repair pipe with deflections in excess of the maximum allowable deflection. D. of the Engineer joints. may require additional performance tests E. until Contractor inspected. shall not enclose or cover any Work END SECTION OF Fiberglass Thermosetting-(Glass-Resin) Fiber-Pressure Reinforced Pipe BMT21290 Line – Pine Street 48-Inch Raw Water 33 13.31 13 - 7 THIS INTENTIONALLY PAGE LEFT BLANK Fiberglass Thermosetting-(Glass-Resin) Fiber-Pressure Reinforced Pipe BMT21290 Line – Pine Street 48-Inch Raw Water 33 13.31 13 - 8 2.PRODUCTS 00 2.VALVES 01 GATE A. General: 1. accordance Unless otherwise with AWWA specified, C509, gate valves shall be in Resilient provided Wedge. with gearing Valves to 16 reduce inches and larger shall be the ft-lb. maximum required opening and closing torque to 80 2. non-Gate rising valves stem 2-with 1/2 wedge inches disc and smaller shall be bronze, and Bronze screwed gate valves ends for shall 300-be psi W.O.G. working pressure. 3. Crane Gate No. valves 437, 30 Mueller inches and No. larger H 10914, shall or be approved equipped equal. with non-rising stem bypass valve and gear with cases. spur-Gear gears boxes in enclosed shall be oil or grease lubricated factory 125 or 250. lubricated. Flanges shall conform to ANSI, Class B. with Gate: rubber-Gate seat for compound resilient seated bonded valves shall be cast iron C. to Operators: the valve gate. Operators shall turn counterclockwise to open the valve. Exposed valves shall have directional handwheel arrow operators and the word unless otherwise designated. A “open” service shall shall have be cast a 2-on inch the square handwheel. Valves for buried nut where operator required and to shall extend be installed with extension stems operating Provide a cast nut to iron within valve 12 box inches to of the finished grade. enclose extension the type operating equal to stem. Mueller Valve box shall be three-piece No. 10380 or Clow F2450. D. with Stem inside and screw. Seal: Shaft The non-seal rising shall stem shall be bronze E. employ Bell Ends: O-rings Where or V-designated, type packing. valves shall be mechanical joint or rubber gasketed push on joints AWWA in C111. accordance with the applicable requirements of 3.00 EXECUTION 3.01 INSTALLATION A. prevent Carefully damage handle to any and part lower of the buried valves into position to valves. vertical Place and securely the valve hold in the until proper position with stem truly connections gaskets. The have Contractor been made. shall be Furnish bolts, nuts, and responsible length to conform for adjusting with the the ground valve boxes to the proper 3.02 surface. BLOCKING UNDER GATE VALVE A. on a Gate concrete valves pad. 18 inches Pad shall and larger which are buried shall rest extend to back for of hub the full (or flange)width of . Care the trench and from back of hub shall shall be be minimum taken to not 1500-interfere psi with the jointing. Concrete 3.03 compressive FIELD QUALITY strength. CONTROL Gate Valves BMT21290 Raw Water – Line Pine Street 48-Inch 40 - 2 05 61 A. acceptance Upon completion test to verify of installation the of the equipment, an satisfactory The test shall operation be conducted of each in unit a shall be conducted. manner The unit approved shall be checked by and in for the presence of the Engineer. general a manner operation acceptable and to leakage. the The unit must perform in Engineer Owner. before final acceptance will be made by the END SECTION OF Gate Valves BMT21290 Raw Water – Line Pine Street 48-Inch 40 - 3 05 61 THIS LEFT PAGE BLANK INTENTIONALLY Gate Valves BMT21290 Raw Water – Line Pine Street 48-Inch 40 - 4 05 61 Collier's Ferry Pump 48" Raw Station Water Line Addition Change Order 004 City of Beaumont Specifications WU022 2-14 November 2023 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 600 SPECIFICATIONS FOR UNDERGROUND CONSTRUCTION OF WATER AND SEWER 600.01 - PIPES Description Underground construction of water and sewer pipes includes all preparation of site, clearing, grubbing, excavation, street surface removal, boring, tunneling, dewatering, sheeting, bracing, laying and joining of pipe, bedding, backfilling, installation of fittings and manholes, testing, and cleaning up of the site. The work concludes furnishing of all materials, equipment, tools, labor and all other incidentals to complete the construction. Item 600 may not be mistaken for the Street Construction Specifications for the Public Works Department, Engineering Division of the City of Beaumont. 600.02 - Sequence of Work The CONTRACTOR shall make adequate planning and preparation before excavation starts. CONTRACTOR shall notify the Water Utilities Engineer before beginning work. They shall pursue the job in an orderly fashion. The construction shall start with mains and proceed to laterals. All appurtenances shall be constructed as soon as the pipe line they serve is constructed to their location. The construction of appurtenances may be postponed upon approval of the ENGINEER and determination that the circumstances were beyond the control of the CONTRACTOR. A sufficient space as determined by the ENGINEER, shall be provided for proper installation at a later time. 600.03 - Site of Work The OWNER will furnish the site, easements, or any right of way considered necessary by the ENGINEER. If CONTRACTOR needs more working area, they shall make their own arrangements and indemnify 600.04 - Protection the OWNER of from any damages or claims. the Public The CONTRACTOR shall make any provisions necessary to protect the public from inconveniences and dangers caused by the construction. Storage and stringing of the material, equipment and excavation shall be done in a manner to cause minimum obstruction and inconvenience to the traffic and the property owners along or adjacent to the construction site. Fire Hydrants, water meters, water valves, gas valves, manholes, catch basins, and boxes for telephone, signal, and alarms shall not be obstructed or covered. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\600- underground_construction_water-sewer_pipes.wpd SEPTEMBER 2006 F-1 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS The CONTRACTOR shall make bridges or other provisions and arrangements approved by the ENGINEER to give access to the public across streams, highways, streets, sidewalks, and driveways. When required CONTRACTOR is to construct temporary bridges. Their responsibility for accidents shall include the roadway approaches and the structures of such crossings. The OWNER reserves the right to remedy any neglect by the contractor about the public conveniences and safety which may come to its attention. After twenty-four hours notice in writing to the CONTRACTOR, except in cases of emergency, when they shall have the right to remedy any neglect without notice, and, in either case, the cost of such work done by the OWNER shall be deducted from monies due or because of the CONTRACTOR. 600.05 - Handling of Traffic The CONTRACTOR shall make provisions necessary to handle, direct, and divert the traffic. Notify the Public Works Department, Transportation Division of the City of Beaumont of any change in traffic flow at least If diversion forty-eight of (traffic 48) hours requires in advance. construction of a temporary roadway, the CONTRACTOR shall make all arrangements at their own cost and to the approval of the ENGINEER and the Public Works Department, Transportation Division. If a street needs closing, the department shall be informed forty-eight (48) hours before closing, and also after opening street to traffic. Adequate signs to divert the traffic shall be used as directed by the Public Works Department, Transportation Division. The CONTRACTOR shall make every attempt to save traffic signs and also traffic boxes, cables and lights. If any of these appurtenances need to be removed or moved accidentally, the Public Works Department, 600.06 - Barricades, Transportation Lights, Division shall be informed immediately. and Guard (s) Where the work is in or adjacent to any street, alley, or public place, the CONTRACTOR, at their own cost and expense, furnish and build such barricades, fences, lights and danger signals; shall provide such guard (s) and shall take such other precautionary measures for the protection of persons or property and of the work necessary. Barricades shall be recently painted in a color that will be visible at night. From sunset to sunrise the CONTRACTOR shall furnish and maintain adequate lights at each barricade. An enough barricades shall be built to keep vehicles from being driven on or into any work under construction. The CONTRACTOR shall furnish guard (s) in sufficient numbers to protect the work. The CONTRACTOR shall be responsible for all damage to the work because of failure of barricades, signs, lights and guard (s) to protect it, and whenever evidence found CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS Barricades, signs, and handling of traffic shall be in agreement with the Manual on Uniform Traffic Control Devices as adopted by the Texas Highway Department, and as directed by the Public Works Department, Transportation Division of the City of Beaumont, all in agreement with these specifications. A copy of the manual is available for review without charge at the Traffic and Transportation in City Hall. 600.07 - Protection of Utilities The locations of utilities are not shown on the plans. The CONTRACTOR shall inspect the route of the construction during the bidding period to check the location of such utilities, and possibility of any conflict. Whenever existing utilities present obstructions to grade and alignment of pipes or appurtenances, the CONTRACTOR will notify the ENGINEER, who without delay, will determine whenever existing improvements are to be relocated or grade and alignment of pipe to be changed. When necessary to move services, poles, guy wires, pipe lines, or other obstructions, the CONTRACTOR will make necessary arrangements with owner-operator of utilities. The OWNER will not be liable for damages because of changes made by the owner operator of the utility which hinders progress of work, nor will the OWNER be liable for cost incurred in relocating utilities service poles, services and appurtenances. The CONTRACTOR shall make any provision necessary to protect all utilities, services, and appurtenances. They shall locate and inform the owner-operator of a utility at least forty-eight (48) hours before progressing to such utility. It is the responsibility of the CONTRACTOR to provide and install all beam span supporting, bracing, shoring, and sheeting necessary to support all utilities crossed at their own expense. 600.08 - Protection of Private Property The CONTRACTOR shall not enter upon private property for any purpose without having previously obtained permission from the OWNER. The CONTRACTOR shall be responsible for the preservation of, and shall use every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, bridges, pavement, driveways, sidewalks, buildings, and service lines in or adjacent to private property. If a private property owner has a complaint, the CONTRACTOR shall take immediate action to satisfy the property owner. 600.09 - Preparation of the Site and the Route The CONTRACTOR shall make all preparation necessary before excavation starts. The construction site and or the route which the pipe will be laid in shall be cleared and CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS CONTRACTOR shall prepare the site furthermore by establishing drainage along the route if necessary, filling up holes, and generally leveling the site and or the route. The purpose is to keep the surface water away from the trench for pipe. It will also benefit the CONTRACTOR since soil conditions will improve and therefore the progress of the pipe laying. 600.10 - Protection of Street and Drainage The CONTRACTOR shall make all attempts to keep streets and drainage open. Streets should be kept as clean as possible and mud scraped often as required and dust watered down if asked by the City. Drainage ditches shall be kept open and if filled by the CONTRACTOR, they shall be reopened before the crew leaves the site at the end of a working day. If in the opinion of the ENGINEER the street needs to be closed, the CONTRACTOR shall inform the Public Works Department, Transportation Division and the residents being affected at least forty-eight (48) hours in advance. Attempts should be made to give temporary access to the residents of the blocking being affected. CONTRACTOR should attempt to minimize the duration of street closing by proper planning of the work and arranging for all the required material, equipment, and personnel. However, since the safety of the public is more important than the inconveniences imposed on, the CONTRACTOR should keep a closed street unpassable to through traffic and not open it until it is safe for through traffic. If sections of the original pavement or surface are removed by the CONTRACTOR, the trench shall be filled according to the provisions of "ITEM 600.19 and 20". Fill the top layer of the street with limestone temporarily until the street is ready for surface replacement in agreement with "ITEM 600.20 and 21", until the street is ready for final replacement of the surface, CONTRACTOR should keep the street passable for the local residents. The Street Division of the City of Beaumont makes the final inspection of pavements, streets, shoulders, drainage ditches, and structures related to their department. CONTRACTOR shall correct any problem pointed 600.11 out - Temporary by this department. Sewer and Drainage Connections If existing sewers have to be taken up or removed, the CONTRACTOR at his cost and expense, provide and maintain temporary outlets and connections for all private or public drains and sewers. The CONTRACTOR shall also take care of all sewage and drainage which will be received from these drains and sewers; and for that purpose they shall provide and maintain, at their own expense, adequate pumping facilities and temporary outlets or diversions. The CONTRACTOR, at their own expense, shall construct CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 600.12 - Control of Grade and Alignment It is the responsibility of the CONTRACTOR to provide centerline stakes and cuts at each stake and to protect such stakes and control the alignment and grade. The CONTRACTOR may use any device such as level, transit or laser beam instrument to control the pipe laying. If the pipe alignment and grade is incorrect, it shall be taken out. 600.13 - Trench Excavation The ground shall be excavated by the open trench method to the required depth, width, line and grade as given by the ENGINEER. The trench walls shall be vertical to a point not less then 12 inches above the top of the pipe. For all pipes the sides of the trench below the top of the pipe shall be less than 6 inches nor more than 8 inches from the side of the pipe for sizes 12 inches and less, and the pipe outside diameter plus 24 inches maximum trench width for pipe sizes 15 inches and larger. If the trench is excavated below the proper grade, it shall be refilled to grade with selected backfill material and thoroughly rammed without extra compensation, unless the extra excavation was ordered by the ENGINEER. In case of a cave-in and if the trench width is larger than the maximum allowed, selected backfill material shall be placed on sides of the pipe up to the undisturbed wall and compacted. In sewer construction, use 3" of washed sand for final grading/bedding. In sewer and water construction, bell holes must be excavated before pipe placement. 600.14 - Locating Intersecting Pipes The CONTRACTOR shall make attempts to locate intersecting lines ahead of pipe laying. They shall locate and excavate in advance service lines, sewers, and water lines which will be tied into the system under construction. Any pipe line or gas line, underground power lines, fiberoptic and telephone cables shall be located with proper notification. 600.15 - Sheeting and Bracing The CONTRACTOR shall provide sheeting and bracing necessary for the protection of the work and employees. In the event the soil conditions are such that the CONTRACTOR should desire to leave such sheeting in place, they shall secure the permission of the ENGINEER to do so. Any cost of such sheeting and bracing shall be included in the unit price of laying pipe. 600.16 - De- watering Under no circumstances shall the surface water be allowed to flow in the trench. When ground water exists in the trench, the CONTRACTOR shall make attempts to drain it away from pipe laying area or pump CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 600.17 - Pipe Handling The CONTRACTOR shall unload, store, and replace pipe according to the specifications of the pipe manufacturer. Care shall be taken not to damage the pipe by impaction or point loading. If using PVC or Truss pipe the pipe shall be kept in the shipping bundle until the day that it will be installed. 600.18 - Pipe Placement The pipe shall be laid straight to the exact alignment and grade as given by the ENGINEER. No variation from the given alignment and grade will be permitted except to avoid existing underground mains, and then only upon the written permission of the ENGINEER. It is important to locate such mains in advance for possible conflict. All pipe shall be laid with the spigot end or tongue end downstream entering the bell or groove to full depth. Care shall be taken in placing pipe to prevent any bedding material being dragged into or left in the The annular pipe shall space be for examined sealing for of the defects, joints. cut to correct lengths, and the interior surface and the bell and spigot thoroughly cleaned of all foreign material. The ENGINEER reserves the right to reject any joint of pipe which has not completely complied with the provisions of these specifications. Any unsatisfactory joint shall be replaced without cost to the OWNER. 600.19 - Jointing and Backfilling Jointing and backfilling depends on the pipe material. Under each item for a given material, jointing and backfilling provisions are specified. As soon as jointing is completed, backfilling shall start. The trench shall be absolutely backfilled before the working day ends. Backfill material above the required 6 or 12 inch select backfill depends on the location (a) of Portland the line Cement in relation Concrete to type Pavement of street and or pavement. Flexible Base Asphalt Surfaces with curb and gutter, the trench shall be filled to the bottom of the pavement with a dry mixture of clean sand and one and one- half (1½) sacks of cement to the cu. yd., thoroughly tamped. This requirement shall apply to both trenches running along, parallel and under the pavement and in trenches crossing the pavement. (b) Flexible Base Asphalt Surfaces without Curb and Gutter in trench crossing flexible base surfaces with bituminous topping of any type or condition, the trench shall be filled to the bottom of the pavement surface with a dry mixture of clean sand and one and one- half (1½) sacks of cement to the cu. yd. thoroughly tamped. This requirement shall apply in trenches crossing this type of pavement surface; however, in trench running under and parallel to this type of surface the requirement shall be the same CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS (c) Dirt Streets - The trench shall be backfilled with selected excavation of loose fine earth by either of two methods of backfill procedure, water tamping or power tamping. In using water tamping, the balance of the trench above the 6" height above the top of pipe shall be filled with the loose fine material in even layers not exceeding eighteen (18") inches in thickness of loose material and immediately flooded to complete saturation and left undisturbed for three (3) days. The trench shall then be refilled and flooded again using poles to insure penetration of water to the full depth of the trench. This flooding shall continue until there is no further settlement. The top ten (10") inches of the trench shall be backfilled as per standard detail. Power tamping will be permitted only where the trench and backfill material are dry enough to permit satisfactory compaction. Backfill shall be placed in the trench in layers not exceeding twelve (12") inches in thickness. On completion of the tamping, all excavated material shall be substantially replaced in the trench deducting the space occupied by the pipe and bedding. Compaction in all levels from six (6") inches above the top of the pipe to grade shall be not less than 90% of the Maximum density value as determined by the "Standard Laboratory Method for Compaction and Density of Soil", "AASHO Designation T-99". The top six (6") inches of the trench shall be backfilled with gravel or insitu materials with no fines as per standard detail. The above procedure for dirt streets shall apply in trenches running in, parallel to and running across the normally maintained portion of the road or street right- of-way. Whenever the trench is not in a street but in an easement or plant area which is not traveled, the backfill procedure shall be the same as for a dirt street, except for the top six (6") inches, refer to standard detail. Whenever the trench is within a street right-of-way in which there is concrete or flexible base asphalt pavement but the trench is not in the paved portion of the right-of-way, the procedure shall be the same as for the dirt street, except that the shell in the top six (6") inches of the trench shall be placed only in driveway crossings, roadway shoulders and other areas where there will be light traffic. Where shell is omitted the ground shall be restored to its original condition by the replacement of grass or any other improvement which existed before the construction. In general, pipe shall be placed in a trench free of clods of dirt and bedded with a bedding material or natural ground free of any large clods to damage the pipe or its position. The material around the pipe up 600.to 20 the - spring Removal line and shall Replacement be packed to 90% density. of Street Surfaces The provisions of this item are same as those of Item 121.15 of CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD Whenever pipe SPECIFICATIONS line construction occurs in any street, regardless of type of pavement, the contractor will make every effort to provide ingress and egress to residents living No along separate said streets. items for pavement for removal and replacement of concrete, asphaltic, shell or gravel, streets shall be listed. The cost of this work shall be included in the unit cost (a) Concrete per foot Pavement: of pipe line. Concrete pavement shall include streets with a concrete slab, concrete base with topping, and asphaltic pavements with curb and gutter. The CONTRACTOR shall not use equipment to cut trenches in existing pavements which will strike a heavier blow than is usual with a hand pavement breaker operated from an air compressor. The edges of the cut shall be trimmed to leave a vertical face of sound, unfractured, pavement. The pavement shall be removed to a distance not less than twelve (12") inches back from a firm bank of the trench excavation. All concrete for pavement replacement shall meet the requirements for concrete pavements as set out by the OWNER. Replacement of pavement shall be made as per Public Works Department, Engineering Division All replacement standard details pavement as shown shall in be the finished plans. in a neat and workmanlike manner and protected and cured as its nature may require. (b) Streets other than Concrete pavement: Street pavements other than concrete and asphaltic pavements with curb and gutter may be removed with the excavation to the extent of the excavation. After backfilling the trench as specified elsewhere herein, the CONTRACTOR shall replace the pavement to its original condition. (c) Street surfacing: P. C. Concrete or asphaltic pavement, shall be replaced within 72 hours after completion of trench backfilling or be patched with three inches (3") of temporary asphalt and maintained until 600.permanent 21 - Crossings replacement of Driveways, is made. Sidewalks, and Parking Areas In backfilling the trenches which cross under driveways of any type (concrete, bituminous, shell and dirt), and under concrete sidewalks, the procedure shall be the same as that specified in Item 600.19 Paragraph (a) for concrete pavement which specifies a dry mixture of clean sand and one and one-half (1½) sack of cement to cubic yard thoroughly tamped. Such backfill shall also conform to provisions of the Public Works Department, Engineering Division Street Construction Specifications of the City of Beaumont. The CONTRACTOR shall restore driveways and their culverts to their original condition as soon as possible. They shall inform citizens which will be affected by this work before start of work. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\600- underground_construction_water-sewer_pipes.wpd SEPTEMBER 2006 F-8 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 600.22 - Highway Crossings Crossings of highways shall be done according to the requirements set forth by the Texas Highway Department as explained in the permit. The ENGINEER shall provide the City of Beaumont Water Utilities Department with plan and profile drawings of the proposed construction. The City of Beaumont Water Utilities Department will acquire the permit. It is the responsibility of the CONTRACTOR to familiarize himself with the requirements. The CONTRACTOR shall notify the maintenance superintendent of the Texas Highway Department at least 48 hours before any work starts. Adequate signs, flares, barricades and flagmen shall be used according to the State Highway Standards. Highway shall be restored to its original condition. 600.23 - Railroad Crossings Crossings of the railroads shall be done according to the requirements set by the Railroad Company as explained in the permit. The CONTRACTOR and/or ENGINEER will acquire the permit. The completed permit shall be submitted to the City of Beaumont Water Utilities Department prior to construction. It is the responsibility of the CONTRACTOR to familiarize himself with the requirements. The CONTRACTOR shall notify railroad roadmaster before crossing railroad at least 48 hours before any work starts. CONTRACTOR shall pay all costs connected with the furnishing by the railroad of foreman and/600.or 24 crews - Drainage for the supervision of work done by the railroad. Ditch Crossings Crossings of drainage ditches and canals shall be done according to the requirements set by the authority in charge of the ditch as explained in the permit. The CONTRACTOR and/or ENGINEER will acquire the permit. The completed permit shall be submitted to the City of Beaumont Water Utilities Department prior to construction. It is the responsibility of the CONTRACTOR to familiarize himself with the requirements. The CONTRACTOR shall notify the authority in charge before crossing ditch or canal at least 48 hours before any work starts. Adequate protection shall be taken to establish drainage back before the working day ends. The CONTRACTOR shall be responsible for any damages caused by the stoppage of drainage. CONTRACTOR shall restore the ditch or canal to its original shape and density as soon as possible. 600.25 - Pipe Line Crossings It is the responsibility of the CONTRACTOR to locate all pipe lines to be crossed, contact the owner CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 600.26 - Excess Excavation Excess excavation shall be hauled and placed on properties designated by the OWNER. If OWNER does not have any use for the excess dirt, the CONTRACTOR at his cost is to make arrangements to dispose of the excess excavation in a manner approved by the ENGINEER. Those portions of excavated fine quality soil may be used in the trench above the 6 or 12 inch select backfill. Such portions may also be used on the construction site if they are spread properly as directed by 600.the 27 ENGINEER. - Plugging Ends Before leaving the work for the night, or at any time, the end of the pipe line shall be securely closed with a water tight plug at the entire cost and expense of the CONTRACTOR. 600.28 - Tunneling, Boring, and Casing Requirements for tunneling, boring, and casing depends on the permit issuing agency involved. However, the Water Utilities Department of the City of Beaumont should In concur general with casings the requirement shall have set. a uniform invert to be accepted for maintenance by the City of Beaumont. Furthermore, size of the casing shall be at least 6 inches larger than the outside diameter of the bell Whenever of the pipe. a water line or sewer line is too shallow and pipe material is not adequate to withstand the traffic load at street crossings, casing or a rigid pipe such as ductile iron shall be used. An asphalt coated corrugated metal pipe may be used as a casing pipe under streets. 600.29 - Protective Coating All bolts shall receive a protective coating of an asphaltic compound or shall be wrapped with a sand and cement ( 2 sack cement per 1 cubic yard of sand mixture). 600.30 - Spacing of Sanitary Sewers and Water Lines A. Water Lines Water lines shall be laid as per Texas Commission on Environmental Quality Control (TCEQ) regulations that will be determined on a case by case basis because of physical conditions, precautions shall be taken in securing absolute and permanent tightness of water pipe joints. No water pipe joint shall exist within nine feet (9') of the crossover point. B. Sanitary Sewer Lines Sanitary sewer lines shall be laid as per Texas Commission on Environmental Quality Control (TCEQ) regulations that will be determined on a case by case basis. Where this C:\diane requirement wpdocs\wpdocs\diane\cannot Procedure Manual\meet SPECIFICATIONS\physical 600- underground_construction_water-sewer_pipes.wpd CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS conditions, precautions shall be taken in securing absolute and permanent tightness of the sewer line joints. 600.31 - Testing and Acceptance All water lines shall be flushed, sterilized and pressure tested according to the provisions of Section 809 before acceptance for maintenance by the Water Utilities Department 600.32 - of the City of Beaumont. Clean up The CONTRACTOR shall remove from site of work, and from public and private property, all temporary structures, rubbish, waste material including all excess excavated materials, and all trees removed. The completed clean up shall not be greater than 1,000 feet behind pipe laying operation, however, this distance shall be reduced in residential areas. Not more than one block can be disrupted for construction. Clean up and testing may be done at the same time but clean up shall not be delayed on the account of testing. Pipe laying operation will be suspended temporarily if completed clean up is farther behind than 1,000 feet. 600.33 - Agency Requirements to be Met All water and sewer lines installed in City of Beaumont shall meet the requirements of the Texas Commission on Environmental Quality Control (TCEQ). 600.34 - Measurement Pipe will be measured by the linear foot of pipe complete in place. Such measurements will be made between the ends of the pipe barrel along the center axis as installed. Also consisting of all materials, labor, excavation, backfilling, testing, inspection, and other incidentals necessary to the complete installation. End Of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\600- underground_construction_water-sewer_pipes.wpd SEPTEMBER 2006 F-11 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 601 SPECIFICATIONS FOR CLEARING AND GRUBBING Descript ion Clearing and grubbing shall consist of the removal and disposal of trees, stumps, brush, roots, vegetation, logs, rubbish and other objectionable matter. Construction Methods The entire street or drainage right-of-way and other specified areas shall be cleaned except such trees and brush as may be designated by the Engineer for preservation. Trees and brush designated to be left in place shall be carefully trimmed as directed and shall be protected from scarring, barking or other injuries during construction operations. When directed by the Engineer, this item shall receive priority and shall be completed throughout the project. Areas required for water and sanitary sewer construction shall be cleared and grubbed and roots and stumps must be removed to a depth of at least two (2) feet below the existing ground surface. All holes remaining after clearing and grubbing shall be backfilled and tamped as directed by the Engineer. All cleared and grubbed material shall become the property of the Contractor and shall be disposed of at the Contractor’s expense. Measurement and Payment When specifically included as a Bid Item, Clearing and Grubbing performed as specified herein, will be measured by the acre of surface area as measured on the ground within the limits designated on the plans. All work performed satisfactorily as specified and measured as herein provided shall be paid for at the unit price bid for “Clearing and Grubbing” which price shall be full compensation for furnishing all labor, materials, equipment, tools, supplies and incidentals necessary to perform the work as specified. When not included as a Bid Item, Clearing and Grubbing will not be paid for directly but will be considered subsidiary to pay items. End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\601-clearing_and_grubbing.wpd SEPTEMBER 2006 F-12 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 709 MANHOLE STABILIZATION PART 1- GENERAL 1.0 1 A. SCOP E Stabilization, void filing and sealing of deteriorated, leaking or structurally unsound manholes. 1.0 2 A. MEASUREMENT AND PAYMENT Unit Prices 1. Rehabilitated Manholes: a. Measurement and manhole stabilization, void fill and stabilization) sealing (including is on a vertical bench foot basis to the nearest tenth of a foot, measured from the bottom of the frame to the top of the bench. b. Payment for stabilization , void filling and sealing of manholes or junction boxes other than four foot diameter circular manholes will be on an equivalent rehabilitated shall be converted to an equivalent vertical feet of a four foot diamenter manhole by dividing the square feet by 12.57. B. Stipulated Price (Lump Sum): If the Contract is a Stipulated Price Contract, payment for work in the Section is included in the total Stipulated Price. 1.0 3 PERFORMANCE REQUIREMENTS A. Perform work needed to structurally stabilize manholes, prevent entrance of inflow or groundwater, prevent entrance of soil or debris, and prevent further movement and/or B. subsidence Manufacturer’s due Product to supporting Support: soils. When requested by the Engineer, provide a representative employed by the manufacturer having technical training in closed cell, hydro-sensitive structural polyurethane available for consultation on site upon 48 hours notice. 1.04 SUBMITTALS 1. Submittals: Comply with Section 01300- Submittal Procedures. 2. Product Data: Submit manufacturer’s product data, MSDS CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 3. Technician Qualifications: Contractor shall submit technician qualifications to the Engineer. Technicians must have a minimum of 5 years experience in performing manhole stabilization, void fill, and sealing utilizing closed cell, hydro-insensitive, structural polyurethane and in the application of the URETEK method and patented URETEK Deep Injection method. 1.05 PROJECT CONDITIONS A. Manholes Containing Mechanical or Electrical Equipment: 1. Drawings may not show locations of flow monitoring equipment. If a manhole contains any mechanical hardware or electrical flow monitoring equipment, immediately notify the Engineer. 2. 3. 4. Reschedule work in such manholes until equipment has been removed by the further instructions are given. Do not subject manholes with mechanical hardware or electrical equipment to diversion or bypass pumping. Damage to installed equipment, due to Contractor’s failure to adhere to this instruction, will be repaired by the City and cost of repairs charged to the Contractor. B. Field Location of Manholes 1. 2. Contractor is responsible for locating and uncovering all unable manholes. to locate If manholes, Contractor Contractor is shall notify the Engineer in writing. Manholes may be located within project limits which are not part of the system being rehabilitated. Properly identify manholes before starting work. PART 2- PRODUCTS 2.01 STABILIZATION, VOID FILL, AND SEALING MATERIAL A. The material for stabilizing, void filling and sealing manholes shall be URETEK 486 STAR, a closed cell, hydro-insensitive, high density polyurethane B. system. The material shall have a minimum free rise density of 3.0 lbs./cubic ft. with a minimum compressive strength of 38.0 psi C. The material shall have a maximum free rise density of 3.2 lbs./cubic ft. with a minumum compressive strength of 42.0 psi. D. The polyurethane material shall be hydro-insensitive in the CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS PART 3- EXECUTION 3.01 PROTECTION A. Provide barricades, warning lights and signs for manhole or cleanout removal excavations. Comply with City Beaumont Special Provisions Section. B. Do not allow soil, sand debris, or runoff to enter sewer system. 3.02 DIVERSION PUMPING A. Install and operate diversion pumping equipment to maintain sewage flow and to prevent backup or overflow as specified in Section 01540-Diversion B. Pumping. In the event of accidental spill or overflow, immediately stop the overflow and take action to clean up and disinfect spillage. Promptly notify the Engineer so that required reporting can be made to the Texas Commission on Environmental Quality and U.S. Environmental Protection Agency. 3.03 MANHOLE WALL STABILIZATION, VOID FILL, AND SEALING A. Multiple injection holes (5/8" diameter) shall be drilled thru the wall of the manhole at locations and at spacing as determined by field conditions. Or, Injection tubes (½" ) are inserted thru augered holes, or are driven, or are jetted at multiple locations from grade and at depths as determined by field conditions. B. URETEK 486 polymer is injected in multiple shots thru the injection holes, allowed to expand, void fill, stabilize and seal the back side of the repair area. Or, URETEK 486 polymer is injected in multiple shots thru the injection tubes, allowed to expand, void fill, stabilize, and seal the back side of the repair area. ( As per all or part of URETEK’s patented “Deep Injection” process) C. If annular space stabilization and seal, following pipe bursting and/or slip lining is required, injection tubes are placed into the annular space a minimum of three feet. The material is injected and allowed to outcrop and seal the entire annular area. D. Outcropped material is removed with hand tools and disposed of by the technician. E. The new seal is inspected visually for completeness and repair documentation form is completed by the technician. 3.04 MANHOLE BENCH STABILIZATION A. Multiple injection holes (5/8" dia) shall be drilled thru the bench of the manhole and injection tubes placed at multiple depths and at locations/spacing as B. determined Per the patented by field URETEK conditions. Deep Injection method, URETEK CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD multiple depths, SPECIFICATIONS allowed to expand, void fill, stabilize and seal the underside side of the bench thus densifying and strengthening the manhole supporting 3.05 soils. FIELD QUALITY CONTROL A. Inform the Engineer immediately if materials being used are not producing required results or need modification. The Engineer has the right to stop the 3.06 use of any material at any time. INSPECTION A. After manhole stabilization, void fill and sealing, visually inspect manholes in the presence of the Engineer. Check for cleanliness and for elimination of active leaks. End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\709-Manhole_Stabilization.wpd SEPTEMBER 2006 F-28 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 711 SEEDING AND SODDING SEEDI NG 1. 2. Description. This item shall govern for preparing ground, providing for sowing of seeds mulching with straw, hay, or cellulose fiber and other management practices along and across such areas as are designated on the plans and in accordance with these specifications. Materials. All seed must meet the requirements of the Texas Seed Law including the labeling requirements for showing pure live seed (PLS = purity x germination), name and type of seed. Seed furnished shall be of the previous season’s crop and the date of analysis shown on each bag shall be within nine months of the time of use on the project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. The amount of seed planted per acre shall be of the type specified below. Common Name Scientific Name Bermuda and giant Bermuda grass (Hulled or Unhulled) Cynodon dactylon Annual Rye Lolium multiflorum Setaria italica German Foxtail Millet 3. Planting Season. Planting dates, seed mixtures and application following rates shall conform to the table: Application Rate Planting Date Type( s) (Lbs. per CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 4. Fertilizer. All fertilizers used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 13-13- 13- or having the analysis shown on the plans. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be pelleted or granulated fertilizer with a lower concentration, but the total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. Pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. The fertilizer shall be dry and in good physical condition. Fertilizer that is powdered or caked will be rejected. Distribution of fertilizer for the particular item of work shall meet the approval of the Engineer. Unless otherwise indicated in the plans or specifications, fertilizer shall be applied uniformly at the average rate of 600 pounds per acre for all types of “Seeding.” 5. Sprinkle Irrigation. Sprinkle Irrigation shall consist of the authorized application of water on those portions of the right-of-way as shown on plans or as directed by the Water Utilities Engineer, and Water as shall herein be specified. furnished by the Contractor and shall be clean and free of industrial wastes and other substances harmful to the growth of grass. This work will be done only at such time as approved by the Water Utilities Engineer and in sufficient frequency to allow optimum germination. The Contractor shall furnish and operate approved sprinklers which will insure the distribution of water in a uniform and controllable rate of application. 6. 7. Straw Mulch. Straw mulch shall be oat, wheat or rice straw. Hay mulch shall be prairie grass, Bermuda grass or other hay as approved by the engineer. The mulch shall be free of Johnson grass or other noxious weeds and foreign materials. It shall be kept in a dry condition and shall not be molded or rotted. Cellulose Fiber Mulch. Cellulose fiber mulch shall be a natural cellulose fiber mulch produced from grinding clean, whole wood chips, or fiber produced from ground newsprint with a labeled ash CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD 8. SPECIFICATIONS 9. Soil Stabilizer/Tacking Agent. Soil stabilizer for hydro-mulch seeding shall be of a commercially available type approved by the Engineer and shall be applied at a rate of 40 lbs./acre unless otherwise Construction specified. Methods. After the designated areas have been completed to the lines, grades and cross sections shown on the plans, and as provided for in other items of this contract, seeding shall be performed in accordance with the requirements hereinafter described. All areas to be seeded shall be cultivated to a depth of at least four inches (4"), unless otherwise directed by the Engineer. The seedbed shall be cultivated sufficiently to reduce the soil to a state of good tilth when the soil particles on the surface are small enough and lie closely enough together to prevent the seed from being covered too deep for optimum germination. Cultivation of the seedbed will not be required in loose sand where depth of sand is four inches (4") or more. The cross-section previously established shall be maintained throughout the process of cultivation and any necessary reshaping shall be done prior to any planting The following of seed. are four methods of seeding which may be specified in the plans: 10. Straw or Hay Mulch Seeding. The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on plans or where directed by the Engineer. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. If mechanical equipment is used, all varieties of seed as well as fertilizer may be distributed at the same time, provided that each component is uniformly applied at the specified rate. When seed and fertilizer are to be distributed as a water slurry, the mixture shall be applied to the area to be seeded within 30 minutes after all components are placed in the equipment. Upon completion of planting of seed, straw or hay mulch shall be spread uniformly over the seeded area at the rate of approximately 1½ to 21 tons of hay or 2 to 2½ tons of straw per acre. A mulching machine approved by the Engineer shall be equipped to inject a tacking agent into the straw or hay uniformly as it leaves the equipment at a rate of 0.05 to 0.10 gallon of tacking agent per square yard of mulched area. If the straw or hay and tacking agent are placed by hand, then the rate of application for the tacking agent shall be approximately 0.15 gallon per square yard. 11. Cellulose Fiber Mulch Seeding. The seed or seed mixture, in the quantity specified, and fertilizer, shall be uniformly distributed over the areas shown on CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 12. 13. Hydro Mulch Seeding. The seed or seed mixture, in the quantity specified, shall be mixed in an approved mixer/distributor with fertilizer and cellulose fiber mulch at the specified rates. Mixing and distributing shall be in such a manner so that thoroughly wet mulch material will be distributed at a uniform rate to provide the coverages specified. Soil stabilizer/tacking agent shall be added to the mixture at the specified rates. Broadcast Seeding. The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on plans or where directed by the Engineer. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. If mechanical equipment is used, all varieties of seed as well as fertilizer may be distributed at the same time, provided that each component is uniformly applied at the specified rate. When seed and fertilizer are to be distributed as a water slurry, the mixture shall be applied to the area to be seeded within 30 minutes after all components are placed in the equipment. After planting, the planted area shall be rolled with a corrugated roller of the “Cultipacker” type. All rolling of the slope areas shall be on the contour. 14. Required Coverage. Germination and establishment of a good stand of Bermuda grass will be required in order to qualify any Seeding as “Acceptable Work.” Substantial bare spots and ruts designed by the Engineer will be reseeded and fertilized as required to achieve germination. Isolated bare spots measuring 2 feet in diameter or less will be considered as acceptable work. These requirements will be adhered to assuming normal weather conditions. In the event of abnormal flooding conditions, these requirements will be applied to areas above measured high- water marks. SODDI NG The Contractor shall be responsible for restoration of all disturbed areas. Sod shall consist of St. Augustine grass. Prior to planting the St. Augustine grass, the Contractor shall prepare the disturbed area by removing all building materials such as concrete rubble, wood, bricks, etc. The planting area shall have straight edges, then be rough graded, and covered with top soil or sand. The contractor shall then apply starter fertilizer that is high in phosphate and mix it with the top soil prior to planting the sod. The Contractor shall completely (100% coverage) sod all disturbed areas. Once the sod is in place, the CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 805 SPECIFICATION S FOR VALVE BOXES AND RISERS VALVE BOX Valve box complete with water lid 24" Min. - 36" Max. Extension 5¼" Shaft Tyler Pipe #562-S Valve box complete with water lid 16" Length 5¼" Shaft Tyler Pipe #Valve 562-box S complete with water lid 10" Length 5¼" Shaft Tyler Pipe RISE #461-S RS 6" C-900 pipe for Shaft between Valve box and Valve equipment End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\805- valve_boxes_and_risers-revised.wpd SEPTEMBER 2006 F-44 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD ITEM 808 SPECIFICATIONS SPECIFICATIONS FOR FIRE HYDRANTS 808.01 - Special Requirement Fire hydrants furnished as part of water system extension or improvements shall be same type and brand as fire hydrants purchased by the City's Water Utilities Department under Terms annual of the annual contract. contract require the Supply Company to furnish fire hydrants to contractors at a cost no greater than the City's contract price. The annual contract will be renewed each January. Contact the Water Utilities Office at (409) 866-0062 for the type of hydrant being used. 808.02 - Specification Fire hydrants shall conform to requirements and test of AWWA Standard for Dry Barrel Fire Hydrant – C502-94 or latest revision thereof, as they pertain to the design, component materials, construction and manufacture,  Operating except nuts as on modified hydrants or supplemented must be bronze, below: non- rising, counterclockwise, pentagonal and in shape, measure open 1-  1/Hold-2” from down point nut to on flat. hydrants must incorporate an integral resilient epox weather seal and be e-coated  y. The lubrication chamber must be provided sealed top and bottom with “O” rings and filled with lubricant which shall be food grade grease. The design shall be such that the thrust collar and the threaded operating parts are automatically lubricated each time the hydrant is cycled. There must be not less than two (2) “O” rings separating the lubrications reservoir from the waterway and that portion of the stem contracting these “O” rings shall be sleeved with bronze. An anti-friction device must be in place above the thrust collar to further minimize operating torque.  The bonnet on each hydrant must be attached to the upper barrel by not less than six (6) bolts and nuts, with an inserted flat rubber gasket as a pressure seal. The bonnet must incorporate a flat surface in the bottom to provide for an integral stop nut attached to the hydrant rod to limit the open travel.  Hydrants must be “three-way”, having two (2) 2-1/2” hose nozzles measuring and one 4-1/(2” 1) I.pumper D. with nozzle,4-491 City of Beaumont o Nozzles threads. must attach clockwise into hydrant barrel utilizing clockwise a breach-rotation lock into design hydrant with barrel utilizing o “O” A suitable ring pressure nozzle seals. lock must be in place to prevent inadvertent nozzle removal. Lock shall use a ductile iron threaded retainer ring that threads onto the nozzle and mates against the o nozzle “Traffic outlet model” and having is “O” ring upper sealed. and lower barrels joined approximately 3-1/2-inches above the ground line by a separated and breakable “swivel” flange providing 360-degree rotation of upper barrel for proper nozzle facing. This CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD o Stem must be two-piece, 1” x 1” square SPECIFICATIONS (excluding threaded or machined areas) and must be connected by a breakable stem coupling that is e- coated epoxy near the ground line flange. Screws, pins, bolts, or fasteners used in conjunction with the stem coupling must be stainless steel.  Hydrant barrel casting must be ductile iron and e-coat epoxy primed, and painted silver with polyurethane top coat. The inside diameter of the hydrant barrel shall be six and one-eighth  inches Main valves (6-1/8”)must . be compression type closing with the pressure and must not be less than five and one-quarter inch (5-1/4”) diameter. Composition of the main valve must be molded rubber of EPDM having a durometer hardness of 95 +/- 5 and must not be less than 1-inch thick. Valve assembly shall consist of three parts: valve top, hydrant valve rubber, valve bottom. Valve top and bottom shall be C550 FBE epoxy and interlock to prevent unthreading of the assembly. The valve assembly shall be locked to the lower rod using a stainless steel clevis pin.  Hydrants must be equipped with a spring to give positive shut off to the drain lever with a maximum of three complete turns of the operating nut. Hydrant must have throttling capability without causing damage to the drain mechanism. Hydrant shall employ a stop nut to restrict travel of the stem. Upper and lower plates to be epoxy coated per AWWA C-550. All assembly bolts shall be of the same dimension for ease in repair. .  Seat ring and drain must be bronze meeting ASTM B-62 and work in conjunction to form an all-bronze drain way. Two (2) internal drains and four (4) external drain openings are required. Seat ring seals must be “O” rings. The 6-inch shoe connection must be specified (flanged, A/C, M.J., etc.) and must be of ductile iron and AWWA C550 fusion bonded epoxy.  Each fire hydrant shall have a working pressure rating of 250 PSIG PSIG and tested at not less than 500  . Upon request, supplier must furnish flow data, indicating friction loss in pounds per square inch (PSI) at the flow of 1,000 gallons per minute (GPM) from the pumper nozzle, such friction loss  must Hydrants not exceed shall 3 have PSI. a manufacturer’s published warranty against workmanship defects for in a material period of or ten (10) years  from The date manufacturing of manufacture. facility for the hydrant must have current  The ISO barrel 9001 joint certification. shall be designed so that the hydrant shut-off valve will remain closed and reasonably tight against leakage if an impact accident resulting in damage or breaking of the hydrant above or near ground level. The joint shall be provided with a breakable bolt flange or CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD 808.03 - SPECIFICATIONS Installation Fire hydrants shall be connected to the main by means of a swivel (anchor) tee, mechanical joint gate valve with valve box, and a variable length Fire Hydrant Gradelok anchoring Where Gradelok device. cannot be used concrete having a compressive strength of not less than 1,500 psi shall be used, as a cradle or blocking as shown on the plans, or where directed by the ENGINEER. Blocking shall be placed between solid undisturbed ground and the fire hydrant elbow (inlet shoe). Bury depth is variable, depending on depth of main. Runout pipe to be horizontal. Ground line flange to be set 3" above ground. 808.04 - Salvage Fire Hydrants which have been abandoned and/or replaced shall remain the property of the City. Deliver salvaged items to 1350 Langham Road, Beaumont, Texas. End of Section E:\WORKFILES\SPECIFICATIONS\2015\ITEM808 _FIREHYDRANTS.DOCX May 2015 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 809 SPECIFICATIONS FOR TESTING AND STERILIZATION OF COMPLETED LINE 809.01 - Procedure Flushing, checking, chlorinating, sampling and testing of the completed line shall be done in the following sequence: 1. Flush line properly through valve or other opening at dead end. Area of opening should be no less than 1/4 area of pipe being flushed and not less than 2". 2. Chlorinate line. Pressure drop and flow should be away from point of chlorination and should be toward dead end (open) of line, not toward City connection. Chlorination shall be in agreement with AWWA 3. Make Specification specified C651-pressure 99. test using City water through a direct connection to pump suction, using water hoses approved for “drinking” water to the standards set by the City 4. Make of Beaumont bacteriological and AWWA. test before and after pressure test. 5. Installation, disinfection, and testing shall meet the requirements of the "Rules and Regulations for Public Water Systems" adopted by the Texas State Department of Health, If a line September failure occurs 9, 1973. where a joint or portion of a joint of pipe is replaced, that section of line should be isolated by closing adjacent line valves and the open line kept free of foreign matter. Make repairs and use HTH liberally, then flushed out at the nearest hydrant. In extreme cases of failure, the CONTRACTOR may be required to repeat the entire chlorination procedure. City personnel only may open and close existing valves. 809.02 - Pressure Testing After pipe is laid and backfilled as specified, all newly laid pipe shall be subject to a hydrostatic pressure equal to 120% of the class of pipe unless otherwise noted on specification of pipe material, but shall not be less than 180 pounds per square inch. Water for testing shall be furnished by the City at the nearest convenient connection approved by the Water Utilities Engineer of the Water Utilities Department. The duration of each pressure test shall be two (2) hours. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\809- testing_and_sterilization_of_completed_lines-revised.wpd SEPTEMBER 2006 F-54 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 809.03 - Pressure Test Procedure The CONTRACTOR, after back-filling or partial back-filling all newly laid pipe, shall slowly fill the lines with water expelling all air. The CONTRACTOR shall use all available outlets to accomplish this, such as hydrants, air relief valves and taps when specified. Should additional taps be needed to vent air from high points in the line, the same shall be installed by and at the expense of the CONTRACTOR. The CONTRACTOR shall install certified gauges on the line tested at spacing not to exceed 2000 feet and at the end of the test section. The water under pressure (10 to 50 psi), shall be allowed to stand for not less than 24 hours to allow for absorption before applying a pressure test. During this period, the bulkheads, valves, and connections shall be examined for leaks. A test pressure of not less than 180 psi shall be applied to valve or bulkhead sections by a dedicated hydrostatic test pump, 300 psi liquid filled guage, and water meter. The CONTRACTOR shall furnish, install and operate at their own expense the necessary connections, pumps, meters and gauges in filling the line and making the test. The water necessary to maintain the test pressure shall be measured through a meter or other means satisfactory to the ENGINEER. If using “other means”, an authorization letter by the City of Beaumont Water Utilities Engineer is required to be onsite during the test. 809.04 - Permissible Leakage No pipe installation will be accepted until or unless the leakage in the foregoing test is less than the following values (based on nominal diameters, a 24-hour day, and 150 psi (a) pressure): (b) Ductile Iron Pipe: 24 gallons /(inch diameter--mile--day) for 18 foot length joints of pipe, evaluated on a basis of 150 psi. Reinforced Concrete Pressure Water Pipe, Steel Cylinder Type, Prestressed or Pretension: 35 gallons/(inch diameter--mile--day). (c) (d) Polyvinyl Chloride (PVC) C-900 Pipe: 24 gallons/(inch-- diameter--day). For other pressures the ratio of the square roots of pressures shall be used in determining allowable leakages. (e) The leakage shall be considered the amount of water entering the pipe line during the test, less the measured leakage through valves or bulkheads. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\809- testing_and_sterilization_of_completed_lines-revised.wpd CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 809.05 - Sterilization When repairs made to existing mains or when new main extensions are provided, they must be disinfected by the CONTRACTOR using such amount of chlorine or chlorine compounds to fill the repaired or new mains and appurtenances with water containing 50 ppm chlorine. After the water containing this amount of chlorine which is greater than that normally present in drinking water has been in contact with the pipe and appurtenances at least 24 hours, the water shall be replaced with water to be transported normally and samples of water from the new or repaired main submitted to laboratories for bacteriological examination to be sure that the disinfection procedure was effective. End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\809- testing_and_sterilization_of_completed_lines-revised.wpd SEPTEMBER 2006 F-56 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 817 SPECIFICATIO NS FOR CEMENT STABILIZED SAND The following specifications are intended to describe sand cement 1 1/2 sack, and sand cement 2 sack. 1. 2. Soil shall consist of sandy loam material free from vegetation or other objectionable materials. Cement shall be Type 1 of a standard brand of Portland Cement and shall conform to the requirements of ASTM Designation: C150 and Texas 3. Department of Transportation standards.. 4. Mixing of materials shall be uniform. Materials are subject to an independent testing laboratory batch design test. End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\817-cement_stabilized_sand.wpd SEPTEMBER 2006 F-80 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 01578 CONTROL OF GROUND WATER AND SURFACE WATER PART I GENER AL 1.01 SECTION INCLUDES A. Dewatering, depressurizing, draining, and maintaining trenches, structural excavations, shaft excavations, and foundation beds in a stable condition, and controlling ground water conditions for tunnel excavations. B. C. Protecting work against surface runoff and rising flood waters. Disposing of removed water. 1.02 METHOD OF PAYMENT A. No separate payment will be made for control of ground water the and cost surface to control water. ground Include water and surface water in unit price for work requiring such controls. 1.03 REFERENCES A. B. C. ASTM D 698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using 5.5-lb (2.49 kg) Rammer and 12-inch (Federal 304.8 mm) Regulations, Drop. 29 CFR Part 1926, Standards- Excavation, Occupational Safety and Health Administration (OSHA). Federal Register 40 CFR (Vol. 55, No. 222) Part 122, EPA Administered Permit Programs (NPDES), Para. 122.26(b)(14) Storm Water Discharge. 1.04 DEFINITIONS A. Ground water control includes both dewatering and depressurization layer of water-bearing soil s. 1. Dewatering includes lowering the water table and intercepting seepage which would otherwise emerge from slopes or bottoms of excavations, or into tunnels and shafts, and disposing of removed water. The intent of dewatering is to increase stability of tunnel excavations and excavated slopes; prevent dislocation of material from slopes or bottoms of excavations; reduce lateral loads on sheeting and bracing; improve excavating and hauling characteristics of CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD or heaving SPECIFICATIONS of the bottom of excavations; and to provide suitable conditions for placement of backfill materials and construction of 2. structures Depressurization and other includes installations. reduction in piezometric pressure within strata not controlled by dewatering alone, as required to prevent failure or heaving of B. excavation bottom or instability of tunnel excavations. C. Excavation drainage includes keeping excavations free of surface and seepage water. Surface drainage includes use of temporary drainage ditches and dikes and installation of temporary culverts and sump pumps with discharge lines as required to protect the work D. from Equipment any source and instrumentation of surface water. for monitoring and control of ground water control system includes piezometers and monitoring wells, and devices, such as flow meters, for observing 1.05 PERFORMANCE and recording flow rates. REQUIREMENTS A. B. Conduct subsurface investigations to identify groundwater conditions and to provide parameters for design, installation, and operation of groundwater Design a ground control water systems. control system, compatible with requirements of Federal Regulations 29 CFR Part 1926 and Item 712 - Trench Safety Systems, to produce 1. Effectively the following reduce results: the hydrostatic pressure (a) affecting: (b) Excavatio ns. Tunnel excavation, face stability or seepage into tunnels. 2. 3. 4. 5. Develop a substantially dry and stable subgrade for subsequent construction operations. Preclude damage to adjacent properties, buildings, structures, utilities, installed facilities, and other work. Prevent the loss of fines, seepage, boils, quick condition, or softening of the foundation strata. Maintain stability of sides and bottom of excavations. C. D. Provide ground water control systems may include single- stage or multiple-stage well point systems, ejector and ejector-type systems, deep wells, or combinations of these equipment CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD source entering SPECIFICATIONS the excavation. Excavation drainage may include placement of drainage materials, such as crushed stone and filter fabric, together E. with sump pumping. F. G. Provide ditches, berms, pumps and other methods necessary to divert and drain surface water from excavation and other work areas. Locate ground water control and drainage systems so as not to interfere with utilities, construction operations, adjacent properties, or adjacent water Assume wells. sole responsibility for ground water control systems and for any loss or damage resulting from partial or complete failure of protective measures and any settlement or resultant damage caused by the ground water control operations. Modify ground water control systems or operations if they cause or threaten to cause damage to new construction, existing site improvements, adjacent property, or adjacent water wells, or affect potentially contaminated areas. Repair damage caused by ground water control systems or resulting from failure of the system to protect property as required. H. I. Provide an adequate number of piezometers installed at the proper locations and depths as required to provide meaningful observations of the conditions affecting the excavation, adjacent Provide environmental structures, and monitoring water wells. wells installed at the proper locations and depths as required to provide adequate observations of hydrostatic conditions and possible contaminant transport from contamination sources into the work area or into the ground water control system. J. Decommission piezometers and monitoring wells installed during design phase studies and left for Contractors monitoring and use. 1.06 SUBMITTALS A. B. Submittals shall conform to requirements of Section 01300 - Contractor Submittals. Submit a Ground Water and Surface Water Control Plan for review by the Water Utilities Engineer prior to start of any field work. The Plan shall be signed by a Professional Engineer registered in the State of Texas. Submit a plan to include the following: 1. Results of subsurface investigation and description of the extent and characteristics CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD locations SPECIFICATIONS of piezometers and monitoring wells, monitoring installation details and criteria, type of equipment and instrumentation with pertinent data and 5. characteristics. 6. A description of proposed filters including types, sizes, capacities and manufacturer’s application recommendations. Design calculations demonstrating adequacy of proposed systems for intended applications. Define potential area of influence of ground water control operation 7. near contaminated areas. 8. Operating requirements, including piezometric control elevations for dewatering and depressurization. Excavation drainage methods including typical drainage layers, sump pump application and other necessary means. 9. Surface water control and drainage installations. 10. Proposed methods and locations for disposing of removed water. C. Submit the following records upon completed initial installation: 1. 2. 3. 4. Installation and development reports for well points, eductors, and deep wells. Installation reports and baseline readings for piezometers and monitoring wells. Baseline analytical test data of water from monitoring wells. Initial flow rates. D. Submit the following records on a weekly basis during operations: 1. Records of flow rates and piezometric elevations obtained during monitoring of dewatering and depressurization. Refer to Paragraph 3.02, Requirements for 2. eductor, Maintenance well points, records or for deep ground wells. water control installations, piezometers, and monitoring wells. E. Submit the following records at the end of work. C:\diane wpdocs\wpdocs\Decommissioning diane\Procedure Manual\(SPECIFICATIONS\abandonment) 01578- reports ground_water_and_surface_water.wpd SEPTEMBER 2006 F-93 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD for monitoring SPECIFICATIONS wells and piezometers installed by others during the design phase and left for Contractor’s monitoring and use. 1.07 ENVIRONMENTAL REQUIREMENTS A. B. Comply with requirements of agencies having jurisdiction. Comply with Texas Natural Commission on Environmental Quality regulations and Texas Water Well Drillers Association for development, drilling, and abandonment of wells used C. in dewatering system. D. Obtain permit from EPA under the National Pollutant Discharge Elimination System (NPDES), for storm water discharge from construction sites. Obtain all necessary permits from agencies with control over the use of groundwater and matters affecting well installation, water discharge, and use of existing storm drains and natural water sources. Because the review and permitting process may be lengthy, take early action to pursue and submit for the required approvals. E. Monitor ground water discharge for contamination while performing pumping in the vicinity of potentially contaminated sites. PART 2 PRODU CTS 2.01 EQUIPMENT AND MATERIALS A. Equipment and materials are at the option of Contractor as resultsdesired necessary for dewatering. to achieve Selected equipment and materials are subject to review of the Water Utilities Engineer through submittals required in B. Eductors, Paragraph well 1.06, points, Submittals. or deep wells, where used must be furnished, installed and operated by an experienced contractor regularly engaged in ground water control system design, C. installation, and operation. D. All equipment must be in good repair and operating order. Sufficient standby equipment and materials shall be kept available to ensure continuous operation, where required. PART 3 EXECUTI C:\diane wpdocs\wpdocs\ON diane\Procedure Manual\SPECIFICATIONS\01578- ground_water_and_surface_water.wpd SEPTEMBER 2006 F-94 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 3.01 GROUND WATER CONTROL A. Perform a subsurface investigation by borings as necessary to identify water bearing layers, piezometric pressures, and soil parameters for design and installation of ground water control systems. Perform pump tests, if necessary to determine the draw down characteristics of the water bearing layers. The results shall be presented in the Ground Water and Surface Water Control Plan (See Paragraph 1.06,B). B. C. Provide labor, material, equipment, techniques and methods to lower, control and handle ground water in a manner compatible with construction methods and site conditions. Monitor effectiveness of the installed system and its effect on adjacent property. Install, operate, and maintain ground water control systems in accordance with the Ground Water and Surface Water Control Plan. Notify the Water Utilities Engineer in writing of any changes made to accommodate field conditions and changes to the Work. Provide revised drawings and calculations with such notification. D. E. Provide for continuous system operation, including nights, weekends, and holidays. Arrange for appropriate backup if electrical power is primary energy source Monitor for operations dewatering to system. verify that the system lowers ground water piezometric levels at a rate required to maintain a dry excavation resulting in a stable subgrade for prosecution of F. subsequent Where hydrostatic operations. pressures in confined water bearing layers exist below excavation, depressurize those zones to eliminate risk of uplift or other instability of excavation or installed works. Allowable piezometric elevations shall be designed in the Ground Water and Surface Water Control Plan. G. Remove ground water control installations. 1. 2. Remove pumping system components and piping when ground water control is no longer required. Remove piezometers, including piezometers installed during the design phase investigations and left for Contractor’s use, upon completion of testing, in accordance with Section 02533 - Acceptance Testing CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS H. During backfilling, dewatering may be reduced to maintain water level a minimum of 5 feet below prevailing level of backfill. However, do not allow that water level to result in uplift pressures in excess of 80 percent of downward pressure produced by weight of structure or backfill in place. Do not allow water levels to rise into cement stabilized sand until at least 48 hours after placement. I. J. Provide a uniform diameter for each pipe drain run constructed for dewatering. Remove pipe drain when it has served its purpose. If removal of pipe is impractical, provide grout connections at 50-foot intervals and fill pipe with cement- bentonite grout or cement-sand grout when pipe is removed from service. Extent of construction ground water control for structures with a permanent perforated underground drainage system may be reduced, such as for units designed to withstand hydrostatic uplift pressure. Provide a means of draining the affected portion of underground system, including standby equipment. Maintain drainage system during operations and remove it when no longer required. K. L. Remove system upon completion of construction or when dewatering and control of surface or ground water is no longer required. Compact backfill to not less than 95 percent of the maximum dry density in accordance with ASTM D 698. 3.02 REQUIREMENTS FOR EDUCTOR, WELL POINTS, OR DEEP WELLS A. For aboveground piping in ground water control system, include a 12-inch minimum length of clear, transparent piping between every eductor well or well point and discharge header so that discharge from each installation can be visually monitored. B. Installation sufficient piezometers or monitoring wells to show that all trench or shaft excavations in water bearing materials are predrained prior to excavation. Provide separate piezometers for monitoring of dewatering and for monitoring of depressurization. Install piezometers and monitoring wells for tunneling as appropriate for Contractor’s selected method of work. C. D. Install piezometers or monitoring wells not less than one CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD satisfactory SPECIFICATIONS results based on the performance criteria defined by the plan and by the specification. Submit a revised plan according to 3.03 EXCAVATION Paragraph 1.06B. DRAINAGE A. Contractor may use excavation drainage methods if necessary to achieve well drained conditions. The excavation drainage may consist of a layer of crushed stone and filter fabric, and sump pumping in combination with sufficient wells for ground water control to maintain stable excavation and backfill conditions. 3.04 MAINTENANCE AND OBSERVATION A. Conduct daily maintenance and observation of piezometers groundthe water or control monitoring installations wells while or excavation drainage are operating in an area or seepage into tunnel is occurring. Keep system in good B. condition. C. Replace damaged and destroyed piezometers or monitoring wells with new piezometers or wells as necessary to meet observation schedule. Cut off piezometers or monitoring wells in excavation areas where piping is exposed, only as necessary to perform observation as excavation proceeds. Continue to maintain and D. make Remove observations, and grout piezometers as specified. inside or outside the excavation area when ground water control operations are complete. Remove and grout monitoring wells when directed by the 3.05 MONITORING Water Utilities AND Engineer. RECORDING A. Monitor and record average flow rate of operation for each deep or eductor well, or header for each used wellpoint in dewatering system. Also monitor and record water level and ground water recovery. These records shall be obtained daily until steady conditions are B. Observe achieved, and and record twice elevation weekly thereafter. of water level daily as long as ground water control system is in operation, and weekly thereafter until the Work is completed or piezometers or wells are removed, except when the Water Utilities Engineer determines that more frequent monitoring and recording are required. Comply with the Water Utilities Engineer’s direction for increased monitoring and recording and take measures as necessary to ensure effective 3.06 SURFACE dewatering for intended purpose. WATER CONTROL C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\01578- ground_water_and_surface_water.wpd SEPTEMBER 2006 F-97 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD A. SPECIFICATIONS B. Intercept surface water and divert it away from excavations through use of dikes, ditches, curb walls, pipes, sumps or other approved means. The requirement includes temporary works required to protect adjoining properties from surface drainage caused by construction operations. Divert surface water and seepage water into sumps and pump it into drainage channels or storm drains, when approved by agencies having jurisdiction. Provide settling basins when required by such agencies. End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\01578- ground_water_and_surface_water.wpd SEPTEMBER 2006 F-98 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 02221 REMOVING EXISTING PAVEMENTS AND STRUCTURES Part I General 1.01 SECTION INCLUDES A. B. C. D. E. Removing concrete paving, asphaltic concrete pavement, and base courses. Removing concrete curbs, concrete curbs and gutters, sidewalks and driveways. Removing pipe culverts and sewers. Removing existing inlets and manholes. Removing miscellaneous structures of concrete or masonry. 1.02 MEASUREMENT AND PAYMENT A. Unit Prices. 1. No separate payment will be made for removing existing pavement or structures under this Section. Include cost in unit price for 1.03 REGULATORY different bid items. REQUIREMENTS A. B. Conform to applicable codes for disposal of debris. Coordinate removal work with utility companies. PRODUCTS - Not Used PART 2 PART 3 EXECUTI ON 3.01 PREPARATION A. Obtain advance approval from Water Utilities Engineer for dimensions work and limits of removal . B. Identify known utilities below grade. Stake and flag locations. 3.02 PROTECTION A. Protect the following from damage or displacement. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02221- removing_existing_pavement_and_structures.wpd CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 1. Adjacent public and private property. 2. Trees, plants, and other landscape features designated to remain. Utilities designated to remain. 3. 4. 5. Pavement and utility structures designated to remain. Bench marks, monuments, and existing 3.03 structures designated to remain. REMOVALS A. Remove pavements and structures by methods that will not damage underground utilities. Do not use a drop hammer near existing underground B. utilities. C. Minimize amount of earth loaded during removal operations. Where existing pavement is to remain, make straight saw cuts in existing pavement to provide clean breaks prior to removal. Do not break concrete pavement or base with drop hammer unless concrete or base has been saw cut to a minimum depth of 2 inches. D. Where street and driveway saw cut locations coincide or fall within 3 feet of existing construction or expansion joints, break out to existing E. joint. F. Remove sidewalks and curbs to nearest existing dummy, expansion, or construction joint. Where existing end of pipe culvert or end of sewer is to remain, install an 8-inch-thick masonry plug in pipe end prior to backfill. 3.04 BACKFILL A. Backfill of removal areas shall be in accordance with requirements of Item 2317 - Specifications for Excavation and Backfill For Utilities. 3.05 DISPOSAL A. B. Manhole frames and covers, will remain City property, and shall be delivered to 1350 Langham Road, Beaumont, Texas. Methods of the removal of site debris resulting from work under this section shall be approved by the Water Utilities Engineer. End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02221- CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 02317 SPECIFICATIONS FOR EXCAVATION AND BACKFILL FOR UTILITIES PART 1 GENERAL 1.01 SECTION INCLUDES Excavation, trenching, foundation, embedment, and backfill for installation of utilities, including manholes and other pipeline structures. 1.02 MEASUREMENT AND PAYMENT Unit Prices. No additional payment will be made for trench excavation, embedment and backfill under this Section. Include cost in the unit price for installed underground piping, sewer, conduit, or No duct separate work. or additional payment will be made for surface water control, ground water control, or for excavation drainage. Include in the unit price for the installed piping, sewer, 1.03 conduit, or bed work. DEFINITIONS Pipe Foundation: Suitable and stable native soils that are exposed at the trench subgrade after excavation to depth of bottom of the bedding as shown on the Drawings, or foundation backfill material Pipe Bedding: placed The and portion compacted of trench in over-backfill excavations. that extends vertically from top of foundation up to a level line at bottom of pipe, and horizontally from one trench sidewall Haunching: to opposite The material sidewall. placed on either side of pipe from top of bedding up to springline of pipe and horizontally from one trench sidewall to opposite sidewall. Initial Backfill: The portion of trench backfill that extends vertically from springline of pipe (top of haunching) up to a level line 12 inches above top of pipe, and horizontally from one trench sidewall to Pipe opposite Embedment: sidewall. The portion of trench backfill that consists of bedding, haunching and initial backfill. Trench Zone: The portion of trench backfill that extends vertically from top of pipe embedment up to pavement subgrade or up to final grade when not beneath C:\diane pavement. wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02317- excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 124 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS Unsuitable Material: Unsuitable soil materials are the following: Materials that are classified as ML, CL-ML, MH, PT, OH, and OL according to ASTM D 248. Materials that cannot be compacted to required density due to either gradation, plasticity, or moisture content. Materials that contain large clods, aggregates, stones greater than 4 inches in any dimension, debris, vegetation, waste or any other deleterious Materials that materials. are contaminated with hydrocarbons or other chemical contaminants. Suitable Material: Suitable soil materials are those meeting specification requirements. Unsuitable soils meeting specification requirements for suitable soils after treatment with lime or cement are considered Backfill: Suitable suitable, material unless meeting otherwise specified indicated. quality requirements, placed and compacted under controlled conditions. Ground Water Control Systems: Installations external to trench, such as well points, eductors, or deep wells. Ground water control includes dewatering to lower ground water, intercepting seepage which would otherwise emerge from side or bottom of trench excavation, and depressurization to prevent failure or heaving of excavation bottom. Refer to Section 01578 - Control of Ground Water and Surface Water. Surface Water Control: Diversion and drainage of surface water runoff and rain water away from trench excavation. Rain water and surface water accidentally entering trench shall be controlled and Excavation removed Drainage: as a part Removal of excavation of surface drainage. and seepage water in trench by sump pumping and using a drainage layer, as defined in ASTM D 2321, placed on the foundation beneath pipe bedding or thickened Trench Conditions bedding are layer defined of Class with I material. regard to the stability of trench bottom and trench walls of pipe embedment zone. Maintain trench conditions that provide for effective placement and compaction of embedment material directly on or against undisturbed soils or foundation backfill, except where structural trench support is necessary. Dry Stable Trench: Stable and substantially dry trench conditions exist in pipe embedment zone as a result of typically dry soils or achieved by ground water control (dewatering or depressurization) for trenches extending below ground water level. Stable Trench with Seepage: Stable trench in which ground water seepage is controlled by excavation drainage. Stable Trench with Seepage in Clayey Soils: Excavation C:\diane wpdocs\wpdocs\drainage diane\Procedure is provided Manual\SPECIFICATIONS\in lieu of 02317- or to excavation_and_backfill_for_utilities.wpd CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS supplement ground water control systems to control seepage and provide stable trench subgrade in predominately clayey soils prior to bedding placement. Stable Wet Trench Sandy Soils: Excavation drainage is provided in the embedment zone in combination with ground water control in predominately sandy Unstable or silty Trench: soils. Unstable trench conditions exist in the pipe embedment zone if ground water inflow or high water content causes soil disturbances, such as sloughing, sliding, Subtrench: boiling, Subtrench heaving or is loss a special of density. case of benched excavation. Subtrench excavation below trench shields or shoring installations may be used to allow placement and compaction of foundation or embedment materials directly against undisturbed soils. Depth of a subtrench depends upon trench stability and safety as determined by the Contractor. Trench Dam: A placement of low permeability material in pipe embedment zone or foundation to prohibit ground water flow along the trench. Over-Excavation and Backfill: Excavation of subgrade soils with unsatisfactory bearing capacity or composed of otherwise unsuitable materials below top of foundation as shown on Drawings, and backfilled Foundation with Backfill foundation Materials: backfill Natural material. soil or manufactured aggregate of controlled gradation, and geotextile filter fabrics as required, to control drainage and material separation. Foundation backfill material is placed and compacted as backfill to provide stable support for bedding. Foundation backfill materials may include concrete seal slabs. Trench Safety Systems include both protective systems and shoring systems as defined in Item 712 - Trench Safety Systems. Trench Shield (Trench Box): A portable worker safety structure moved along the trench as work proceeds, used as a protective system and designed to withstand forces imposed on it by cave-in, thereby protecting persons within the trench. Trench shields may be stacked if so designed or placed in a series depending on depth and length of excavation to be protected. Shoring System: A structure that supports sides of an excavation to maintain stable soil conditions and prevent cave-ins, or to prevent movement of the ground affecting adjacent installations or improvements. Special Shoring: A shoring system meeting special shoring as specified in Paragraph 1.08, Special Shoring Design Requirements, for locations identified on the Drawings. 1.04 REFERENCES C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02317- excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 126 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ASTM C 12 - Standard Practice for Installing Vitrified Clay Pipe Lines. ASTM D 558 - Test Methods for Moisture-Density Relations of Soil Cement Mixtures. ASTM D 698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures U 5.5-lb (2.49-kg) Rammer and 12-in., (304.8-mm) Drop. ASTM D 156 - Test Method for Density in Place by the Sand-Cone Method. ASTM D 2321 - Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity Flow Applications. ASTM D 2478 - Classification of Soils for Engineering Purposes. ASTM D 2922 - Test Method for Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth). ASTM D 3017 - Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth). ASTM D 4318 - Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. TxDOT Tex-101-E - Preparation of Soil and Flexible Base Materials for Testing. TxDOT Tex-110-E - Determination of Particle Size Analysis of Soils. Federal Regulations, 29 CFR Part 1926, Standard-Excavation, Occupational Safety and Health Administration (OSHA). 1.05 SCHEDULING Schedule work so that pipe embedment can be completed on the same day that acceptable foundation been achieved for each section of pipe installation, 1.06 manhole, or other structures. SUBMITTALS Conform to Section 01300 - Contractor Submittals. Submit a written description for information only of the planned typical method of excavation, backfill placement and compaction, including: Sequence of work and coordination of activities. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02317- excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 127 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD Selected SPECIFICATIONS trench widths. Procedures for foundation and embedment placement, and compaction. Procedure for use of trench boxes and other premanufactured systems while assuring specified compaction against undisturbed soil. Procedure for installation of Special Shoring at locations identified on the Drawings. Submit a ground and surface water control plan in accordance with requirements in this Item and Item 01578 - Control of Ground Water and Surface Water. Submit backfill material sources and product quality information in accordance with requirements of Item 02320 - Utility Backfill Materials. Submit a trench excavation safety program in accordance with requirements of Item 712 - Trench Safety System. Include designs for special shoring meeting the requirements defined in Paragraph 1.Submit 08, Special record Shoring of location Design of Requirements. utilities as installed, referenced to survey control points. Include locations of utilities encountered or rerouted. Give stations, horizontal dimensions, elevations, 1.07 inverts, and gradients. TESTS Testing and analysis of backfill materials for soil classification and compaction during construction will be performed by an independent laboratory provided by the Perform City. backfill material source qualification testing in accordance with requirements of Item 02320 - Utility Backfill Materials. 1.08 SPECIAL SHORING DESIGN REQUIREMENTS Have special designed or selected by the Contractor’s Professional Engineer to provide support for the sides of the excavations, including soils and hydrostatic ground water pressures as applicable, and to prevent ground movements affecting adjacent installations or improvements such as structures, pavements and utilities. Special shoring may be a premanufactured system selected by the Contractor’s Professional Engineer to meet the project site requirements based on the manufacturer’s standard design. PART 2 PRODU C:\diane wpdocs\wpdocs\CTS diane\Procedure Manual\SPECIFICATIONS\02317- excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 128 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 2.01 EQUIPMENT Perform excavation with hydraulic excavator or other equipment suitable for achieving the requirements of this Section. Use only hand-operated tamping equipment until a minimum cove of 12 inches is obtained over pipe, conduits, and ducts. Do not use heavy compacting equipment until adequate cover is attained to Use prevent trench shields damage or to other pipes, protective conduits, systems or ducts. or shoring systems which are designed and operated to achieve placement and compaction of backfill directly against undisturbed Use special shoring native soil. systems where required which may consist of braced sheeting, braced soldier piles and lagging, slide rail systems, meeting requirements as specified in Paragraph 1.09, Shoring 2.02 Design MATERIAL Requirements. CLASSIFICATIONS Embedment and Trench Zone Backfill Materials: Conform to classifications and product descriptions of Item 02320 - Utility Backfill Materials. Concrete Backfill: Conform to requirements for Class B concrete. Concrete for Trench Dams: Concrete backfill or 3 sack premixed (bag) concrete. PART Timber Shoring Left in Place: Untreated oak. 3 EXECUTI ON 3.01 STANDARD PRACTICE Install flexible pipe, including “semi-rigid” pipe, to conform to standard practice described in ASTM D 2321, and as described in this Section. Where an apparent conflict occurs between the standard practice and the requirements of this Section, this Section governs. Install rigid pipe to conform with standard practice described in ASTM C 12, and as described in this Section. Where an apparent conflict occurs between the standard practice and the requirements 3.02 of this Section, this Section governs. PREPARATION Establish traffic control to conform with requirements of the Special Provisions Section. Maintain barricades and warning lights for streets and intersections C:\diane affected wpdocs\wpdocs\by diane\the Procedure Work, Manual\and SPECIFICATIONS\is considered 02317- excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 129 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD hazardous to SPECIFICATIONS traffic movements. Perform work to conform with applicable safety standards and regulations. Employ a trench safety system as specified in Item 712 - Trench Safety Systems. Immediately notify the agency or company owning any existing utility line which is damaged, broken, or disturbed. Obtain approval from the Water Utilities Engineer and agency for any repairs or Remove relocations, existing either pavements temporary and or structures, permanent. including sidewalks and driveways, to conform with requirements of Item 02221 - Removing Existing Pavements and Install Structures, and operate as necessary applicable. dewatering and surface water control measures to conform with Item 01578 - Control of Ground Water and Surface Water. Maintain permanent benchmarks, monumentation, and other reference points. Unless otherwise directed in writing, replace those which are damaged or 3.03 destroyed. PROTECTION Protect trees, shrubs, lawns, existing structures, and other permanent objects outside of grading limits and within the grading limits as designated on the Drawings. Protect and support above-grade and below-grade utilities which are to remain. Restore damaged permanent facilities to pre-construction conditions unless replacement or abandonment of facilities are indicated on the Drawings. Take measures to minimize erosion of trenches. Do not allow water to pond in trenches. Where slides, washouts, settlements, or areas with loss of density or pavement failures or potholes occur, repair, recompact, and pave those areas at no additional cost to City. 3.04 EXCAVATION Except as otherwise specified or shown on the Drawings, install underground utilities in open cut trenches with vertical sides. Perform excavation work so that pipe, conduit, and ducts can be installed to depths and alignments shown on the Drawings. Avoid disturbing surrounding ground and existing facilities and improvements. Determine trench excavation widths using the following schedule as related to pipe outside diameter (O.D.). Maximum trench width shall be the minimum trench width plus 24 inches. Nomin al Minimum C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02317- Trench excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 130 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD Pipe SPECIFICATIONS Size, Inches Width, Inches Less than 18 18 to 30 Greater than 30 O.D. + 18 O.D. + 24 O.D. + 36 Use sufficient trench width or benches above the embedment zone for installation of well point headers or manifolds and pumps where depth of trench makes it uneconomical or impractical to pump from the surface elevation. Provide sufficient space between shoring cross braces to permit equipment operations and handling of forms, pipe, embedment and backfill, and other materials. Upon discovery of unknown utilities, badly deteriorated utilities not designated for removal, or concealed conditions, discontinue work at that location. Notify the Water Utilities Engineer and obtain Shoring instructions of before proceeding. Trench Walls. Install Special Shoring in advance of trench excavation or simultaneously with the trench excavation, so that the soils within the full height of the trench excavation walls will remain laterally For all types supported of shoring, at all support times. trench walls in the pipe embedment zone throughout the installation. Provide trench wall supports sufficiently tight to prevent washing the trench wall Unless soil otherwise out from behind directed the by trench the Water wall support. Utilities Engineer, leave sheeting driven into or below the pipe embedment zone in place to preclude loss of support of foundation and embedment materials. Leave rangers, walers, and braces in place as long as required to support sheeting, which has been cut off, and the trench wall in the vicinity of the pipe zone. Employ special methods for maintaining the integrity of embedment or foundation material. Before moving supports, place and compact embedment to sufficient depths to provide protection of pipe and stability of trench walls. As supports are moved, finish placing and compacting embedment. If sheeting or other shoring is used below top of the pipe embedment zone, do not disturb pipe foundation and embedment materials by subsequent CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD without damage SPECIFICATIONS to the trench sidewalls. Move trench shields so that pipe, and backfill materials, after placement and compaction, are not damaged nor disturbed, nor the degree of compaction When required, reduced. place spread, and compact pipe foundation and bedding materials beneath the shield. For backfill above bedding, lift the shield as each layer of backfill is placed and spread. Place and compact backfill materials against undisturbed trench walls and foundation. Maintain trench shield in position to allow sampling and testing to be performed in a safe manner. 3.05 HANDLING EXCAVATED MATERIALS Use only excavated materials which are suitable as defined in this Section and conforming with Item 02320 - Utility Backfill Materials. Place material suitable for backfilling in stockpiles at a distance from the trench to prevent slides or cave-ins. When required, provide additional backfill material conforming with requirements of Item 02320 - Utility Backfill Materials Do not place stockpiles of excess excavated materials on streets and adjacent properties. Protect excess stockpiles for use on site. 3.06 GROUND WATER CONTROL Implement ground water control according to Item 01578 - Control of Ground Water and Surface Water. Provide a stable trench to allow installation in accordance with the 3.07 TRENCH Specifications. FOUNDATION Excavate bottom of trench to uniform grade to achieve stable trench conditions and satisfactory compaction of foundation or bedding materials. Place trench dams in Class I foundations in line segments longer than 100 feet between manholes, and not less than one in every 500 feet of pipe placed. Install additional dams as needed to achieve workable construction conditions. Do not place trench dams closer than 5 feet from manholes. 3.08 PIPE EMBEDMENT, PLACEMENT AND C:\diane wpdocs\COMPACTION wpdocs\diane\Procedure Manual\SPECIFICATIONS\02317- excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 132 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS Immediately prior to placement of embedment materials, the bottoms and sidewalls of trenches shall be free of loose, sloughing, caving, or otherwise Place embedment unsuitable including soil. bedding, haunching, and initial backfill as shown on Drawings. For pipe installation, manually spread embedment materials around the pipe to provide uniform bearing and side support when compacted. Do not allow materials to free-fall from heights greater than 24 inches above the top of the pipe. Perform placement and compaction directly against the undisturbed soils in the trench sidewalls, or against sheeting which is to remain in place. Do not place trench shields or shoring within height of the embedment zone unless means to maintain the density of compacted embedment material are used. If moveable supports are used in embedment zone, lift the supports incrementally to allow placement and compaction Place geotextile of the to material prevent particle against migration undisturbed from soil. the in- situ soil into open-graded (Class I) embedment materials or drainage layers. Do not damage coatings or wrappings of pipes during backfilling and compacting operations. When embedding coated or wrapped pipes, do not use crushed stone or other sharp, Place haunching angular aggregates. material manually around the pipe and compact it to provide uniform bearing and side support. If necessary, hold small diameter or lightweight pipe in place during compaction of haunch areas and placement beside the pipe with sand bags or other suitable means. Place electrical conduit, if used, directly on foundation without bedding. Shovel in-place and compact embedment material using pneumatic tampers in restricted areas, and vibratory-plate compactors or engine-powered jumping jacks in unrestricted areas. Compact each lift before proceeding with placement of next lift. Water tamping is not allowed. For water lines construction embedment, use bank run sand, concrete sand, gem sand, pea gravel, or crushed limestone as specified in Item 02320 - Utility Backfill Material. For water lines adhere to the following subparagraph numbers 1 and 2; for utility installation other than water, adhere to numbers 3 and 4 below. Class I, II, III C:\diane wpdocs\wpdocs\diane\Embedment Procedure Manual\Materials: SPECIFICATIONS\02317- excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 133 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS Maximum 6 inches compacted lift thickness. Compact to achieve a minimum of 95 percent of maximum dry density as determined according to ASTM D 698. Moisture content to be within -3 percent to +5 percent of optimum as determined according to ASTM D 698, unless otherwise approved by Water Utilities Engineer. Cement Stabilized Sand: Maximum 6 inches compacted thickness. Compact to achieve a minimum of 95 percent of maximum dry density as determined according to ASTM D 698. Moisture content to be on dry side of optimum as determined according to ASTM D 698 but sufficient for effective hydration. Class I embedment materials. Maximum 6 inches compacted lift thickness. Systematic compaction by at least two passes of vibrating equipment. Increase compaction effort as necessary to effectively embed the pipe to meet Moisture the deflection content as test determined criteria. by Contractor for effective compaction without softening the soil of trench bottom, Class foundation II embedment or trench and cement walls. stabilized sand. Maximum 6 inches compacted Compaction thickness. by methods determined by Contractor to achieve a minimum of 95 percent the maximum dry density as determined according to ASTM D 698 for Class II material and according to ASTM D 558 for cement stabilized materials. Moisture content of Class II materials within 3 percent of optimum as determined according to ASTM D 698. Moisture content of cement stabilized sands on the dry side of optimum as determined according to ASTM D 558 C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02317- excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 134 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS but sufficient for effective hydration. Place trench dams in Class I embedment in line segments longer than 100 feet between manholes, and not less than one in every 500 feet of pipe placed. Install additional dams as needed to achieve workable construction conditions. Do not place trench dams closer than 5 feet from manholes. 3.09 TRENCH ZONE BACKFILL PLACEMENT AND COMPACTION Place backfill for pipe or conduits and restore surface as soon as practicable. Leave only the minimum length of trench open as necessary for construction. Where damage to completed pipe installation work is likely to result from withdrawal of sheeting, leave the sheeting in place. Cut off sheeting 1.5 feet or more above the crown of the pipe. Remove trench supports within 5 feet from the ground surface. For sewer pipes, use backfill materials described here as determined by trench limits. As trench zone backfill in paved areas for streets and to one foot back of curbs and pavements, use cement stabilized sand for pipe for nominal sizes less than 36 inches. Uniformly backfill trenches partially within limits one foot from streets and curbs according to the paved area criteria. Use select backfill within one foot below pavement subgrade for rigid pavement. For asphalt concrete, use flexible base material within one foot below pavement subgrade. For water lines, backfill in trench zone, including auger pits, with bank run sand, select fill, or random backfill material as specified in Item 02320 - Utility When shown Backfill in materials. Drawings, a random backfill of suitable material may be used in trench zone for trench excavations outside pavements. Place trench zone backfill in lifts and compact by methods selected by the Contractor. Fully compact each lift before placement of the next lift. Bank run sand. Maximum 9 inches compacted lift thickness. Compaction by vibratory equipment to a minimum of 95 percent of the maximum dry density determined according to ASTM Moisture D 698. content within 3 percent of optimum determined according to ASTM D 698. Cement- stabilized sand. Maximum lift thickness determined by C:\diane wpdocs\wpdocs\diane\Procedure Contractor Manual\SPECIFICATIONS\to achieve 02317-excavation_uniform and_backfill_for_utilities.wpd CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS placement and required compaction, but not exceeding 24 inches. Compaction by Vibratory equipment to a minimum of 95 percent of the maximum dry density determined according to ASTM Moisture D 558. content on the dry side of optimum determined according to ASTM D 558 but sufficient for cement hydration. Select fill. Maximum 6 inches compacted thickness. Compaction by equipment providing tamping or kneading impact to a minimum of 95 percent of the maximum dry density determined according to Moisture ASTM D content 698. within 2 percent of optimum determined according to ASTM D 698. For trench excavations outside pavements, a random backfill of suitable material may be used in the trench zone. Flat clays (CH) may be used as trench zone backfill outside paved areas at the Contractor’s option. If the required density is not achieved, the Contractor, at his option and at no additional cost to the City, may use lime stabilization to achieve compaction requirements or use a different suitable material. Maximum 9 inch compacted lift thickness for clayey soils and maximum 12-inch lift thickness for granular soils. Compact to a minimum of 90 percent of the maximum dry density determined according to ASTM D 698. Moisture content as necessary to achieve density. For electrical conduits, remove form work used for construction of conduits before placing trench zone backfill. 3.10 MANHOLES, JUNCTION BOXES, AND OTHER PIPELINE STRUCTURES Meet the requirements of adjoining utility installations for backfill of pipeline structures, as shown on the Drawings. 3.11 FIELD QUALITY CONTROL Test for material source qualifications as defined in Item C:\diane wpdocs\wpdocs\02320 diane\- Procedure Utility Manual\Backfill SPECIFICATIONS\Materials. 02317- excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 136 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS Provide excavation and trench safety systems at locations and to depths required for testing and retesting during construction at no additional cost to City. Tests will be performed on a minimum of three different samples of each material type for plasticity characteristics, in accordance with ASTM D 4318, and for gradation characteristics, in accordance with Tex-101-E and Tex-110-E. Additional classification tests will be performed whenever there is a noticeable change in material gradation or plasticity. At least three tests for moisture-density relationships will be performed initially for backfill materials in accordance with ASTM D 698, and for cement-stabilized sand in accordance with ASTM 558. Additional moisture-density relationship tests will be performed whenever there is a noticeable change in material gradation or plasticity. In-place density tests of compacted pipe foundation, embedment and trench zone backfill soil materials will be performed according to ASTM D 1556, or ASTM D 2922 and ASTM D 3017, A and minimum at the of following one test frequencies for every 20 and cubic conditions. yards of compacted embedment and for every 50 cubic yards of compacted trench zone backfill A minimum material. of three density tests for each full shift to Work. Density tests will be distributed among the placement areas. Placement areas are: foundation, bedding, haunching, initial backfill and trench The number zone. of tests will be increased if inspection determines that soil type or moisture content are not uniform or if compacting effort is variable and not considered sufficient to attain uniform density, as specified. Density tests may be performed at various depths below the fill surface by pit excavation. Material in previously placed lifts may therefore be subject to acceptance/Two verification rejection. tests will be performed adjacent to in-place tests showing density less than the acceptance criteria. Placement will be rejected unless both verification tests Recompacted show acceptable placement results. will be retested at the same frequency as the first test series, including verification tests. Recondition, recompacted, and retest at Contractor’s expense if tests indicate Work does not meet specified compaction requirements. For hardened soil cement with nonconforming density, core and test for compressive strength at Contractor’s expense. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02317- CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS Acceptability of crushed rock compaction will be determined by inspection. 3.12 DISPOSAL OF EXCESS MATERIAL Disposal of excess materials shall be at the Contractor’s cost and in areas approved by the owner. End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02317- excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 138 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 02320 SPECIFICATIONS FOR UTILITY BACKFILL MATERIAL PART 1 GENERAL 1.01 SECTION INCLUDES Material Classifications. Utility Backfill Materials: Concrete sand Gem sand Pea gravel Crushed stone Crushed concrete Back run sand Select backfill Random backfill Material Handling and Quality Control Requirements. 1.02 MEASUREMENT AND PAYMENT Unit Prices. No payment will be made for backfill material under in this unit Section. price for Include applicable payment utility installation. Payment for backfill material, when included as a separate pay item, is on a cubic yard basis for material placed and compacted within theoretical trench width limits 1.03 and thickness of material according to Drawings. DEFINITIONS Unsuitable Material: Unsuitable soil materials are the following: Materials that are classified as ML, CL-ML, MH, PT, OH, and OL according to ASTM D 2487. Materials that cannot be compacted to the required density due to either gradation, plasticity, or moisture content. Materials that contain large clods, aggregates, and stones greater than 4 inches in any dimension; debris, vegetation, and waste; or any C:\diane wpdocs\wpdocs\diane\other Procedure deleterious materials Manual\SPECIFICATIONS\02320-utility_backfill_materials.wpd SEPTEMBER 2006 F- 139 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD Materials SPECIFICATIONS that are contaminated with hydrocarbons or other chemical contaminants. Materials that do not satisfy the installed utilities manufacturers recommendations. Suitable Those Material: meeting Suitable specification soil materials requirements are the and following: manufacturers recommendations. Unsuitable soils meeting specification requirements for suitable soils after treatment with lime or cement. Foundation Backfill Materials: Natural soil or manufactured aggregate meeting Class I requirements and geotextile filter fabrics as required, to control drainage and material separation. Foundation backfill material is placed and compacted as backfill where needed to provide stable support for the structure foundation base. Foundation backfill materials may include concrete fill and seal slabs. Foundation Base: Crushed stone aggregate with filter fabric as required, cement stabilized sand, or concrete seal slab., The foundation base provides a smooth, level working surface for Backfill the construction Material: Classified of the concrete soil material foundation. meeting specified quality requirements for the designated application as embedment or trench zone backfill. Embedment Material: Soil material placed under controlled conditions within the embedment zone extending vertically upward from top of foundation to an elevation 12 inches above top of pipe, and including pipe bedding, haunching, and initial backfill. Trench Zone Backfill: Classified soil material meeting specified quality requirements and placed under controlled conditions in the trench zone from the top of embedment zone to base course in paved areas or to the surface grading material in unpaved areas. Foundation: Either suitable soil of the trench bottom, or material placed as backfill of over- excavation for removal and replacement of unsuitable or otherwise unstable soils. Source: A source selected by the Contractor supply of embedment or trench zone backfill material. A selected source may be the project excavation, off-site borrow pits, commercial borrow pits, or sand and aggregate production or manufacturing plants. Refer to Item 02317 - Excavation and Backfill for Utilities for other definitions regarding utility installation by trench construction. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02320-utility_backfill_materials.wpd SEPTEMBER 2006 F- 140 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD 1.04 SPECIFICATIONS REFERENCES ASTM C 33 - Specification for Concrete Aggregate. ASTM C 40 - Test Method for Organic Impurities in Fine Aggregates for Concrete. ASTM C 123 - Test Method for Lightweight Pieces in Aggregate. ASTM C 131 - Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by ASTM Abrasion C 136 and - Test Impact Method in the for Los Sieve Angeles Analysis Machine. of Fine and Coarse Aggregates. ASTM C 142 - Test Method for Clay Lumps and Friable Particles in Aggregates. ASTM D 1140 - Test Method for Amount of Materials in Soils Finer Than No. 200 Sieve. ASTM D 2487 - Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM D 2488 - Standard Practice for Description and Identification of Soils (Visual-Manual Procedure). ASTM D 4318 - Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. ASTM D 4643 - Method for Determination of Water (Moisture) Content of Soil by the Microwave Oven Method. TxDOT Tex-101-E - Preparation of Soil and Flexible Base Materials for Testing. TxDOT Tex-104-E - Test Method for Determination of Liquid Limit of Soils (Part 1). TxDOT Tex-106-E - Test Method - Methods of Calculating Plasticity Index of Soils. TxDOT Tex-110-E - Determination of Particle Size Analysis of Soils. 1.05 SUBMITTALS Conform to requirements of Section 01300 - Contractor Submittals. Submit a description of source, material classification and product description, production method, and application of backfill materials. Submit test results for samples of off-site backfill materials to comply with Paragraph 2.03, Materials testing. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02320-utility_backfill_materials.wpd SEPTEMBER 2006 F- 141 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD Before stockpiling SPECIFICATIONS materials, submit a copy of temporary easement or approval from landowner for stockpiling backfill material on private property. For each delivery of material, provide a delivery ticket which includes source location. 1.06 TESTS Perform tests of sources for backfill material in accordance with Paragraph 2.03B. Verification tests of backfill materials may be performed by the City and in accordance with Paragraph 3.02. Random fill obtained from the project excavation as source is exempt from pre-qualification requirements by Contractor but must be inspected by City testing lab at Contractors expense for unacceptable materials based on ASTM D 2488. PART 2 PRODU CTS 2.01 MATERIAL CLASSIFICATIONS Materials for backfill shall be classified for the purpose of quality the Unified control Soil in Classification accordance with Symbols as defined in ASTM D 2487. Material use and application is defined in utility installation specifications and Drawings either by class, as described in Paragraph 2.01B, or by product descriptions, as given in Paragraph 2.02. Class Designations Based on Laboratory Testing: Class I: Well-graded gravels and sands, gravel-sand mixtures, crushed well-graded rock, little or no fines (FW, SW): Plasticity index: nonplastic. Gradation: D /D - greater than 4 percent; amount less than 60 passing or 10 equal No. to 200 sieve - 5 percent. Class II: Poorly graded gravels and sands, silty gravels and sands, little to moderate fines: Plasticity index: nonplastic to 4. Gradatio ns: Gradation (GP, SP): amount passing No. 200 sieve-less than 5 percent. Gradation (GM, SM): amount passing No. 200 sieve - between 12 percent and 50 percent. Borderline gradations with dual classifications (e.g., SP-SM): amount passing No. 200 sieve - between 5 percent and 12 percent. CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS Class III: Clayey gravels and sands, poorly graded mixtures of gravel, sand, silt, and clay (GC, SC, and dual classifications, E.G., SP-SC): Plasticity index: greater than7> Gradation: amount passing No. 200 sieve - between 12 percent and 50 percent. Class IVA: Lean clays (CL) Plasticity Indexes: Plasticity index: greater than 7, and above A line. Borderline plasticity with dual classifications (CL-ML): PI between 4 Liquid and limit: 7. less than 50. Gradation: amount passing No. 200 sieve - greater than 50 percent. Inorganic. Class IVB: Fat clays (CH) Plasticity index: above A line. Liquid limit: 50 or greater. Gradation: amount passing No. 200 sieve - greater than 50 percent. Inorganic. Use soils with dual class designation according to STM D 2487, and which are not defined above, according to the more restrictive class. 2.02 PRODUCT DESCRIPTIONS Soils classified as silt (ML), elastic silt (MH), organic clay and organic silt (OL, OH), and organic matter (PT) are not acceptable as backfill materials. These soils may be used for site grading and restoration in unimproved areas as approved by the Water Utilities Engineer. Soils in Class IVB, fat clay (CH) may be used as backfill materials where allowed by the applicable backfill installation specification. Refer to Section 02317 - Excavation and Backfill for Utilities. Provide backfill material that is free of stones greater than 6 inches, free of roots, waste, debris, trash, organic material, no-soil matter, C:\diane wpdocs\wpdocs\hydrocarbon diane\Procedure or other contamination, Manual\SPECIFICATIONS\02320-utility_backfill_materials.wpd SEPTEMBER 2006 F- 143 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD conforming SPECIFICATIONS to the following limits for deleterious materials: Clay lumps: Less than 0.5 percent for Class I, and less than 2.0 percent for Class II, when tested in accordance with ASTM C 142. Lightweight pieces: Less than 5 percent when tested in accordance with ASTM C 123. Organic impurities: No color darker than standard color when tested in accordance with ASTM C 40. Manufactured materials, such as crushed concrete, may be substituted for natural soil or rock products where indicated in the product specification, and approved by the Water Utilities Engineer, provided that the physical property criteria are determined to be satisfactory by testing. Bank Run Sand: Durable bank run sand classified as SP, SW, or SM by the Unified Soil Classification System (ASTM D 2487) meeting the following requirements: Less than 15 percent passing the number 200 sieve when tested in accordance with ASTM D 1140. The amount of clay lumps or balls not exceeding Materials passing 2 percent. the number 40 sieve shall meet the following requirements when tested in accordance with ASTM D 4318: Liquid limit: not exceeding 25 percent. Plasticity index: not Concrete exceeding Sand: Natural 7. sand, manufactured sand, or a combination of natural and manufactured sand conforming to the requirements of ASTM C 33 and graded within the following limits when tested in accordance with ASTM C 136: Siev e Percent Passing C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02320-utility_backfill_materials.wpd SEPTEMBER 2006 F- 144 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 3/8" 100 No. 4 95 to100 80 to 100 50 to 85 25 to 60 10 to 30 2 to 10 No. 8No. 16 No. 30 No. 50 No. 100 Gem Sand: Sand conforming to the requirements of ASTM C 33 for course aggregates specified for number 8 size and graded within the following limits when tested in accordance with ASTM Siev C 136: e Percent Passing 95 to100 3/8" No. 4 No. 8 60 to 80 15 to 40 Pea Gravel: Durable particles composed of small, smooth, rounded stones or pebbles and graded within the following limits when tested in accordance Siev with ASTM C 136: e Percent Passing 100 ½" 3/8" 85 to 100 10 to 30 0 to 10 No. 4 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD with SPECIFICATIONS ASTM C 131. Crushed aggregate shall have a minimum of 90 percent of the particles retained on the No. 4 sieve with 2 or more crushed faces as determined by Test Method Tex- 460-Crushed A, Part stone: I. Produced from oversized plant processed stone or gravel sized by crushing to predominantly angular particles from a naturally for embedment where crushed stone is shown on the applicable utility embedment drawing details. Crushed Concrete: Crushed concrete is an acceptable substitute for crushed stone as utility backfill. Gradation and quality control test requirements are the same as crushed stone. Provide crushed concrete produced from normal weight concrete of uniform quality; containing particles of aggregate and cement material, free from other substances such as asphalt, reinforcing steel fragments, soil, waste gypsum (calcium sulfate), or debris. Gradations, as determined in accordance with Tex-110-E. Percent Passing by Weight for Siev Pipe Embedment e by Ranges of Nominal Pipes Sizes >15" 15"- 8" 95-100 <8" 1" 100 - 3/4" 1/2" 60- 90 90- 100 - 100 25- 60 90- 100 40- 70 0-15 0-5 3/8" - 0-5 - 20- 55 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD Ensure that SPECIFICATIONS material selected, produced and delivered to the project meets applicable specifications and is of sufficient uniform properties to allow practical construction and quality Source control. or Supplier Qualification. Perform Testing, or obtain representative tests by suppliers, for selection of material sources and products. Provide test results for a minimum of three samples for each source and material type. Tests samples of processed materials from current production representing material to be delivered. Tests shall verify that the materials meet the specification requirements and/or manufacturer recommendations. Repeat qualification test procedures each time the source characteristic changes or there is a planned change in source location or supplier. Qualification tests shall include, as applicable: Gradation. Complete sieve analyses shall be reported regardless of the specified control sieves. The range of sieves shall be from the largest particle through the No. Plasticity 200 sieve. of material passing the No. 40 sieve. Los Angeles abrasion wear of material retained on the No. 4 sieve. Clay Lightweight lumps. pieces. Organic impurities. Production Testing. Provide reports to the Water Utilities Engineer from an independent testing laboratory that backfill materials to be placed in the Work meet applicable specification Assist the Water requirements. Utilities Engineer in obtaining material samples for verification testing at the source or at the production plant. PART 3 EXECUTI ON 3.01 SOURCES Use of material encountered in the trench excavations is acceptable, provided applicable specification requirements are satisfied. If excavation material is not acceptable, provide materials Identify off-from site other sources approved for backfill source. materials at least 14 days ahead of intended use so that the Water Utilities Engineer may obtain samples for C:\diane wpdocs\wpdocs\verification diane\Procedure testing. Manual\SPECIFICATIONS\02320-utility_backfill_materials.wpd SEPTEMBER 2006 F- 147 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS Obtain approval for each material source by the Water Utilities Engineer before delivery is started. If sources previously approved do not produce uniform and satisfactory products, furnish materials from other approved sources. Materials may be subjected to inspection or additional verification testing after delivery. Materials which do not meet the requirements of the specifications will be rejected. Do not use material which, after approval, has become unsuitable for use due to segregation, mixing with other materials, or by contamination. Once change to a different material will be credited by the City through a change order. Bank run sand, select backfill, and random backfill, if available in the project excavation, may be obtained by selective excavation and acceptance testing. Obtain additional quantities of these materials and other materials required to complete the work from off-site sources. The City does not represent or guarantee that any soil found in the excavation work will be suitable and acceptable as backfill material. 3.02 MATERIAL HANDLING When backfill material is obtained from either a commercial or non-commercial borrow pit, open the pit to expose the vertical faces of the various strata for identification and selection of approved material to be used. Excavate the selected material by vertical cuts extending through the exposed strata to achieve uniformity in the product. Establish temporary stockpile locations for practical material handling and control, and verification testing by the Water Utilities Engineer in advance of final placement. Obtain approval from landowner for storage of backfill material on adjacent private property. When stockpiling backfill material near the project site, use appropriate covers to eliminate blowing of materials into adjacent areas and prevent runoff containing sediments from entering Place stockpiles the drainage in layers system. to avoid segregation of processed materials. Load material by making successive vertical cuts through entire depth of stockpile. 3.03 FIELD QUALITY CONTROL Quality Control C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02320-utility_backfill_materials.wpd SEPTEMBER 2006 F- CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD The SPECIFICATIONS Water Utilities Engineer may sample and test backfill at: Sources including borrow pits, production plants and Contractor’s designated off-site stockpiles. On-site stockpiles. Materials placed in the Work. The Water Utilities Engineer may resample material at any stage of work or location if changes in characteristics are apparent. Production Verification Testing: The City’s testing laboratory will provide verification testing on backfill materials, as directed by the Water Utilities Engineer. Samples may be taken at the source or at the End production of plant, as applicable. Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02320-utility_backfill_materials.wpd SEPTEMBER 2006 F- 149 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 02821 SPECIFICATIONS FOR CHAIN LINK AND WOODEN FENCES AND GATES I - CHAIN LINK FENCES AND GATES PART I - GENERAL 1.01 SECTION INCLUDES A. Fence framework, fabric, and accessories. Excavation for post bases, concrete foundation for posts and center drop for gates. 1. Manual gates and related hardware. 1.02 MEASUREMENT AND PAYMENT B. A. No separate payment for fencing and gates shall be made. Fencing cost shall be included in other bid items. 1.03 REFERENCES A. B. C. D. ANSI/ASTM A 123 - Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products. ANSI/ASTM F 567 - Installation of Chain-Link Fence. ASTM A 116 - Zinc-Coated (Galvanized) Steel Woven Wire Fence Fabric. ASTM A 120 - Pipe, Steel, Black and Hot-Dipped Zinc Coated (Galvanized) Welded and Seamless, for Ordinary Uses. E. F. G. H. I. ASTM A 153 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware. ASTM A 392 - Zinc-Coated Steel Chain Link Fence ASTM A Fabric. 428 - Weight of Coating on Aluminum- Coated Iron or Steel Articles. ASTM C 94 - Ready-mixed Concrete. ASTM F 573 - Residential Zinc-Coated Steel Chain Link Fence Fabric. ASTM F 668 - Poly (Vinyl Chloride) (PVC) Coated Steel Chain Link Fence Fabric. J. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02821- chain_link_and_wooden_fences_and_gates.wpd SEPTEMBER 2006 F- 228 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD K. SPECIFICATIONS L. Chain Link Fence Manufacturers Institute (CLFMI) - Product Manual. FS RR-F-191 - Fencing, Wire and Post Metal (and Gates, Chain Link Fence Fabric, and Accessories. 1.04 SYSTEM DESCRIPTION A. B. C. Fence height shall match height of existing before it was damaged. Extension arms for barbed wire shall match existing arms before it was damaged. Line post spacing shall not exceed 10 feet, or should match with existing posts before they were removed. 1.05 SUBMITTALS A. B. Submit under provisions of Section 01300 - Contractor Submittals. Product Data: Provide data on fabric, posts, accessories, fittings, and hardware that indicates that items match or exceed the quality of existing 1.06 items. QUALIFICATION S A. Manufacturer: Company specializing in manufacturing the products with minimum specified three in this years Section experience. PART 2 PRODU CTS 2.01 GALVANIZED FENCING A. B. Fence fabric shall be No. 9 steel wire, hot galvanized after weaving, to match or exceed existing fence fabric. Framework shall be hot-dipped galvanized with a minimum coating of 2 ounces/sf, or one ounce/sf plus 30 micrograms/square-inch chromate C. conversion coating. D. Line posts shall conform to ASTM A 570 Grade 45 steel or ASTM A 569, cold rolled steel. End corner, angle, and pull posts shall conform to ASTM A 570 Grade 45 steel ro ASTM A 569 for steel pipe. E. Top rails shall be 1.65 x 1.25-inch formed C-section; or 1.6-inch round ASTM A 569, 1.35 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD F. SPECIFICATIONS G. H. I. Fabric ties shall be hog rings, galvanized steel wire not less than 9-ga with a zinc coating of not less than 1.2 ounces/sf. Bolts and nuts shall be in conformance with ASTM A 307 and shall be galvanized in accordance with AASHTO M 232. Install horizontal braces fabricated of 1-5/8-inch, 2.27-lb copper bearing steel pipe at all corner, gate and end posts. The replaced damaged gates shall match existing gates. Swing gates shall be hinged to swing 90 degrees from closed to open or hinged to swing 180 degrees from close to open. All gate leaves shall have intermediate members and diagonal stress rods as required for rigid construction and shall be free from sag or twist. All gates shall be fitted with vertical extension arms or shall have frame end number extended to carry barbed wire. Gate posts for gates shall be 4-inch, 9.1 lb pipe. Gate frames shall be made of 2-inch outside diameter, castings. Fabric shall be the same as for the fence. Gates shall have malleable iron ball and socket hinges, catches, stops and padlocks with 3 keys each. Posts for single gates shall be the same as end posts. PART 3 EXECUTI ON A. B. Install chain link fence in accordance with the directions of the manufacturer and these Specifications. Install fence posts at not more than 10-foot centers and at least 36 inches into the ground in a Class B concrete base. Allow concrete to cure for at least 7 days before erecting remainder of fence. Fasten fabric to line posts with wire ties spaced about 14 inches apart and to top rail spaced about 24 inches apart. C. D. Use standard chain link fence stretching equipment to stretch the fabric before tying to the rails and posts. Repeat the stretching and tying operations Erect gates about so they every swing 100 or feet. slide in the appropriate direction. Provide gate stops as required. Secure hardware, adjust, and leave in perfect working order. Adjust hinges and E. diagonal bracing so that gates will hang level. CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD II- WOODEN FENCES SPECIFICATIONS AND GATES: All wooden fences and gates damaged during construction shall be replaced with the same existing material at no additional cost to the City. End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02821- chain_link_and_wooden_fences_and_gates.wpd SEPTEMBER 2006 F- 231 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 02951 SPECIFICATIONS FOR PAVEMENT REPAIR AND RESURFACING PART 1 - GENERAL 1.01 SECTION INCLUDES A. Repairing and resurfacing streets, highways, driveways, sidewalks, and other pavements that have been cut, broken or otherwise damaged during 1.02 MEASUREMENT construction. AND PAYMENT A. Unit Prices 1. No separate payment will be made for pavement repair and resurfacing under this Section. Include payment in unit price for work in PART 2 - appropriate sections. PRODUCTS 2..01 MATERIALS A. Subgra de: 1. Provide backfill material as required by City of Beaumont and Texas Department of Transportation Standards. 2. Provide material for stabilization as required by City of Beaumont and Texas Department of Transportation Standards. B. C. Base: Provide base material as required by City of Beaumont and Texas Department of Transportation Standards. Paveme nt: Provide paving materials as required by City of Beaumont and Texas Department of Transportation Standards for Asphaltic Concrete Pavement, Concrete Paving, Concrete Driveways, Curb, Curb and Gutter, and Headers, and Concrete Sidewalks. PART 3 - EXECUTION 3..01 PREPARATION A. Conform to requirements of Item 02221 - Removing Existing Pavements and Structures, for removals. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02951- pavement_repair_and_resurfacing.wpd SEPTEMBER 2006 F- 232 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD B. SPECIFICATIONS C. Saw cut pavement 18 inches wider than width of trench needed to install utilities unless otherwise indicated on Drawings. Protect edges of existing pavement to remain from damage during removals, utility placement, backfill, and paving operations. For concrete pavement leave and protect minimum of 18 inches of undisturbed subgrade on each side of trench to support replacement slab. 3.02 INSTALLATION A. Parking Areas, Service Drives, Driveways and Sidewalks: Replace better than with existing material or equal as indicated to or on Drawings. Conform to applicable requirements of sections referenced in Paragraph 2.01 Materials. B. Street Pavements and Curbs, Curbs and Gutters: Replace subgrade, base and surface course with like materials or as indicated on Drawings. Curbs and curbs and gutters shall match existing. Conform to requirements of sections referenced in Paragraph 2.01, Materials. C. D. E. For concrete pavement, install size and length of reinforcing steel and pavement thickness or as indicated on Drawings. Where existing pavement consists of concrete pavement with asphaltic surfacing, resurface with minimum 2-inch depth asphaltic pavement. Repair State highway crossing in accordance with TxDOT permit and within 1 week after utility work is installed. 3.03 WASTE MATERIAL DISPOSAL A. Dispose of waste material to sites approved by the Water Utilities Engineer. 3.04 PROTECTION A. B. Maintain pavement in good condition until completion of the Work. Replace damaged pavement. End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02951- pavement_repair_and_resurfacing.wpd SEPTEMBER 2006 F- 233 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS ITEM 03301 SPECIFICATIONS FOR PRECAST CONCRETE MANHOLES PART 1 - GENERAL 1.01 SCOPE The work included in this section of the Specifications shall consist of providing precast and/or cast- in-place manholes, rims, and covers where indicated on the 1.02 Plans. QUALITY ASSURANCE A. B. ACCEPTABLE MANUFACTURERS 1. Hanson Comply with the latest edition of the following 1. referenced standards: 2. 3. ASTM C270, Type M Mortar. ASTM C478, Reinforced Concrete Manhole Sections. ASTM C443, Joints for Circular Concrete Sewer and Culvert Pipe Using Rubber Gaskets. 1.03 SUBMITTALS Submit the following information in accordance with the requirements of Section 01300: Contractor Submittals. A. Record Data Submit record data of detailed drawings showing dimensions, materials thickness of materials, manufacturer’s installation instructions, accessories, fittings, hardware, anchorages, schedule of components, and other pertinent data. B. Certificate of Adequacy of Design. PART 2 - PRODUCTS 2.01 MORTAR Comply with Mortar for Unit Masonry, ASTM C 270, for Type M mortar. The cement material used in the preparation of the mortar shall be Portland cement, Type I, normal, or Type II, moderate C:\diane sulfate wpdocs\wpdocs\resistant. diane\Procedure Manual\SPECIFICATIONS\03301-precast_concrete_manholes.wpd SEPTEMBER 2006 F- 234 CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD SPECIFICATIONS 2.02 CAST IRON FRAMES AND COVERS Frames and slotted covers shall be furnished and installed in accordance with the details on the Plans and shall be East Jordan Iron Works V-1418-2 with City of Beaumont logo or approved 2.03 equivalent, PRECAST unless REINFORCED otherwise shown CONCRETE on the drawings. MANHOLE SECTIONS A. Conform to Precast Reinforced Concrete Manhole Sections, ASTM C478. Cement shall be Type I or Type II. Aggregate for concrete work per C33, coarse aggregate shall be crushed limestone, with a resulting minimum concrete alkalinity of 70 percent calcium carbonate equivalency in the final concrete product. Admixtures, if used, shall conform to ASTM C494, no calcium chloride shall be used. B. Provide and install concrete grade rings to bring the cast iron frames to grade. Grade rings shall be 2 inches by 8 inches with an inside diameter of 24 inches. Grade rings shall be grouted in place with 2-#3 bars in accordance with the City of Beaumont Standard Specifications. C. D. The concrete manhole riser sections, with the exception of the grade rings, shall be formed with male and female ends and installed with bell ends turned The joints down. and gaskets in the riser sections shall comply with the requirements of ASTM C443, Joints for Circular Concrete Sewer and Culvert Pipe, using rubber gaskets, as modified E. Manhole to incorporate riser sections an O-ring shall type be gasket. of sufficient diameter to allow personnel to work inside them and to allow proper joining of all pipes to the manhole wall while maintaining the structural integrity of the riser sections. All manholes shall have a minimum diameter of four feet unless a larger diameter is noted in the Plans or required by the piping configuration shown. Provide larger diameter manholes where necessary to maintain at least a 12-inch clearance between any holes cut in the riser section. F. Provide eccentric cone immediately below the grade rings sections for each manhole. For manholes larger than 48-inches, precast concrete covers with integrally-cast frames and G. Where covers may PVC piping be used is when connected approved to manholes, by ENGINEER. provide and install PVC sleeves with rubber gaskets and an abrasive silica out coating. Sleeve shall be as manufactured by GPK products, Inc., of Fargo, North Dakota, or approved equivalent. Sleeve shall be firmly grouted into manhole opening in accordance with CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD 2.04 MANHOLE SPECIFICATIONS INSERT A. B. Manhole inserts shall be furnished and installed at each manhole and shall be a stainless steel Preco Sewer Guard ME C-4 watertight manhole insert or The equivalent. manhole insert shall be stainless steel and each of its components, the valve bodies, the valve plugs, the valve springs, and the gasket shall be manufactured of plastic, stainless C. steel, or other corrosion proof material. D. E. Each insert shall contain a gasket manufactured of Grade RE-41 black closed cell neoprene and meet the requirements of ASTM D-1056-73T. The gasket shall have a pressure sensitive adhesive on one side and be placed on the underside of the insert rim by the manufacturer. Each insert shall have a gas relief valve and a vacuum relief valve each designed to release at a pressure differential equivalent to approximately ½ psi and approximately 2.25 psi, respectively. The valve body shall be manufactured of specially formulated plastic polymers and the valve plug shall be neoprene confined within a stainless steel spring. The manhole insert shall be manufactured and finished to fit upon the manhole frame rim upon which the manhole cover rests. F. The manhole frame shall be cleaned of all dirt/debris before placing the insert upon the rim. G. The insert lip with gasket shall be placed in contact with 360 degrees of manhole frame rim to retard water seepage between the insert and the H. manhole frame. I. After the manhole insert has been installed on the manhole frame rim, note that the insert does not come in contact with the cover upon its removal or After replacement installation (flipping)of the watertight . manhole insert, the seal shall be water tested and shall not allow more than 1-gallon of inflow during a period of 3.00 24 hours. EXECUTION 3.01 INSTALLATION A. Manhole Base: 1. Inverts: Inverts shall be built of concrete or half- sections of pipe (unless otherwise shown on the Plans) and shall be true and troweled to a smooth, hard finish. The CITY OF BEAUMONT WATER UTILITIES DEPARTMENT STANDARD 2. SPECIFICATIONS 3. Hanson pre-cast manhole base shall be utilized and placed in accordance with the details on the Plans and the applicable provisions of these All concrete Specifications. used in the construction of manholes including precast and cast-in-place bases, sections, lids, etc., shall have a minimum concrete alkalinity of 70 percent calcium carbonate equivalency in the final concrete product. Alkalinity shall be tested in accordance with methodology set forth in Concrete Pipe Handbook, published by the American Concrete Pipe Association, or equivalent industrial standards, with test results provided to the ENGINEER for record data. B. Provide an adequate connection where the pipe connects to the manhole such that infiltration and exfiltration is prevented from occurring at the connection. When required, manhole adaptors shall be used. If the manhole base is concrete and cast-in-place around the pipe, then an adapter gasket shall be installed such that the gasket will serve as a watertight seal (water stop) between the pipe and concrete. If the manhole base has a pipe fabricated integrally with the manhole, then a manufacturer’s recommended adaptor shall be used to connect the pipe to the manhole pipe. If a “boot type” flexible connection is used, then a minimum of two stainless steel straps shall be used to secure the flexible connector to the pipe. C. D. Frames and covers shall be furnished and installed as required and indicated on the Plans. Use no more than 4 grade rings per manhole. Ring hold down bolts shall pass through the rings into the top of the cone. E. Where piping is connected to a manhole, CONTRACTOR shall provide a resilient connector in accordance with ASTM C-923 and the specifications and drawings. Where resilient connectors cannot be made at manhole connections, CONTRACTOR shall ensure that the pipe on each side of the manhole does not extend further than five (5) feet from the outside of the manhole wall or base, and the concrete cradle extends to within one (1) foot of the end of the pipe. F. Where main sewer (lowest line) passes straight through manhole or degree of deflection of main sewer is less than 5 degrees, and no other line or stub-out is shown entering manhole below centerline of main sewer, lay sewer continuous through manhole. After manhole wall sections have been completed above top of sewer, break out and remove top half of barrel of sewer pipe that was previously laid through manhole. Use barrel of sewer pipe that was previously laid through manhole. Use concrete with 1-inch mortar topping and shape floor. Where main sewer (lowest line) alignment deflects greater than 5 degrees at manhole or where another sewer or stub-out enters at or below centerline of main sewer, terminate main sewer pipe laying in such a manner that ends of pipe are 2 inches inside of manhole wall. End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\03301-precast_concrete_manholes.wpd SEPTEMBER 2006 F- 237 invert depth shall be equal to one-half of the diameter of the largest pipe connected to the manhole, and shall be sloped at 1:1 between the inlet and outlet pipe flowlines. The top of the poured manhole invert outside of the flow channel shall be steeply-sloped to prevent solids deposition. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\03301-precast_concrete_manholes.wpd SEPTEMBER 2006 F- 236 C:\diane wpdocs\wpdocs\manufacturer’s diane\Procedure instructions. Manual\SPECIFICATIONS\03301-precast_concrete_manholes.wpd SEPTEMBER 2006 F- 235 F. At small natural or drainage ditches where it is not practical for the fence to conform to the contour of the ground, span the opening below the fence with wire fastened to stakes of required length. The finished fence shall be plumb, taut, true to line and ground contour. When directed, stake down the chain link fence at several points between posts. Where the new fence joins an existing fence, set a corner post and brace post at the junction and brace as directed. If the connection is made at other than the corner of the new fence the last span of the old fence shall contain a C:\diane wpdocs\wpdocs\brace. diane\Procedure Manual\SPECIFICATIONS\02821- chain_link_and_wooden_fences_and_gates.wpd SEPTEMBER 2006 F- 230 lbs/ft; or 1-5/8-inch outside diameter steel pipe, 2.27 lbs/ft. Top rails shall pass through C:\diane wpdocs\wpdocs\openings diane\Procedure provided Manual\SPECIFICATIONS\for that purpose 02821- in post tops. chain_link_and_wooden_fences_and_gates.wpd SEPTEMBER 2006 F- 229 148 0-10 0-5 No. 4 No. Select Backfill: 8 Class III clayey gravel or sand or Class IV lean clay with a plasticity index between 7 and 20 or clayey soils treated with lime. Random Backfill: Any suitable soil or mixture of soils within Classes I, II, III and IV; or fat clay (CH) where allowed by the applicable backfill installation specification. Refer to Item 02317 Cement - Stabilized Excavation Sand: and Backfill Conform for to Utilities. requirements of Item 817 - Cement Stabilized Sand. 2.03 MATERIAL TESTING C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02320-utility_backfill_materials.wpd SEPTEMBER 2006 F- 146 9 TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Keith Folsom, Director of Facilities Maintenance MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution approving the award of a contract for the demolition of the two structures located at 555 Main Street. BACKGROUND The buildings and property located at 555 Main Street in downtown Beaumont was purchased by the City on August 16, 2021, with the intent of developing the Downtown Riverfront area. In accordance with the City’s Downtown Strategic Plan, proposals were solicited for the demolition and removal of the two structures, an in-ground fuel tank for the generator, concrete sidewalk, curbs, concrete paving sections, and finish sitework that includes dirt work to fill the voids left by the removal of the structures. One Hundred Fourteen (114) vendors were notified as well as advertising on the City web page and newspaper ads. Four (4) bids were submitted. Grant Mackay Company Inc. of Houston responded with the low qualified proposal of $756,786.15 and 125 days to complete the project. Bid tabulation is attached. FUNDING SOURCE Capital Reserve RECOMMENDATION Approval of the resolution ATTACHMENTS 11-21-23 - Agenda Item - 555 Main Demo RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the City Manager be and he is hereby authorized to award a contract with Grant Mackay Company Inc., of Houston, Texas in the amount of $756,786.15 for the demolition of the two (2) structures located at 555 Main Street. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. ______________________________ - Mayor Roy West - Bid Request Number MF0923-52 Addendum 1 City of Beaumont, Texas eBids Brenda Dean, Procurement Coordinator Title Commercial Demolition and Debris Removal of the Two (2) Structures, brenda.dean@beaumonttexas.gov Concrete Sidewalks and Curbs, Concrete Paving Sections, Fuel Tank Removal, (409) 880-3720 and Sitework Located at 555 Main Street, Beaumont, Texas 77701 (409) 880-3747 Event Description The City of Beaumont is requesting bids for furnishing all labor, supervision, and equipment to complete the demolition and debris removal of the two structures, concrete sidewalks and curbs, concrete paving sections, fuel tank removal, and Sitework located at 555 Main Street. Issue Date 9/21/2023 03:57:12 PM (CT) Close Date 10/19/2023 02:00:00 PM (CT) Responding Supplier City State Response Submitted Response Total Grant Mackay Company, Inc. Houston TX 10/19/2023 11:36:27 AM (CT) $756,786.15 AAR Incorporated Houston TX 10/19/2023 08:56:01 AM (CT) $884,878.00 Veit National Corporation Alvarado TX 10/19/2023 01:20:31 PM (CT) $1,124,756.50 American Abatement LLC San Antonio TX 10/19/2023 11:24:39 AM (CT) $1,369,190.58 Please note: Lines Responded and Response Total only includes responses to specification. No alternate response data is included. MF0923-52 Addendum 1 - Page 1 10 TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Bart Bartkowiak, Director of Public Works MEETING DATE: November 21, 2023 REQUESTED ACTION: Council consider a resolution renewing a contract with SETEX Construction Corp., for the Citywide Emergency Water Main Repairs III. BACKGROUND On August 15, 2023, the City of Beaumont issued a Mandatory Water Restriction as determined by Stage 3 of the Drought Contingency Plan due to the excessive heat and lack of rain. The excessive heat and lack of rain has caused multiple water mains to burst, causing blowouts throughout the City. The blowouts must be repaired immediately to conserve the already limited water consumption deemed mandatory throughout the City, along with maintaining adequate water pressure per state regulations for public health and safety. On October 17, 2023, by Resolution No. 23-303, City Council awarded a contract to SETEX Construction Corp., for the Citywide Emergency Water Main Repairs III in the amount of $100,000 with an option to renew one (1) time. SETEX Construction Corp., has completed the first $100,000 of work closing out the first contract. Due to the fact that the number of outstanding water main repairs continues to be higher than normal, staff recommends that the agreement be renewed, not to exceed $100,000. FUNDING SOURCE Water Utilities Fund. RECOMMENDATION Approval of the resolution. ATTACHMENTS No. 8 No. 16 0 to 5 Crushed Aggregates: Crushed aggregates consist of durable particles obtained from an approved source and meeting the following requirements: Materials of one product delivered for the same construction activity from a single source. Non-plastic fines. Los Angeles abrasion test wear not exceeding 45 C:\diane wpdocs\wpdocs\diane\percent Procedure when tested in accordance Manual\SPECIFICATIONS\02320-utility_backfill_materials.wpd SEPTEMBER 2006 F- 145 RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: WHEREAS, on August 15, 2023, the City of Beaumont issued a Mandatory Water Restriction as determined by Stage 3 of the Drought Contingency Plan due to the excessive heat and lack of rain; and, WHEREAS, on October 17, 2023, by Resolution No. 23-303, City Council awarded a contract to SETEX Construction Corp., of Beaumont, Texas for the Citywide Emergency Water Main Repairs III in the amount of $100,000.00 with an option to renew one (1) time; and, WHEREAS, SETEX Construction Corp., of Beaumont, Texas has completed the first $100,000.00 of work closing out the first contract; and, WHEREAS, due to the fact that the number of outstanding water main repairs continues to be higher than normal, staff recommends that the agreement be renewed, not to exceed $100,000.00; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this resolution are hereby, in all things, approved and adopted; and, THAT the City Council hereby approves the renewal of the contract with SETEX Construction Corp., of Beaumont, Texas for the Citywide Emergency Water Main Repairs III in an amount not to exceed $100,000.00; and, THAT the City Manager be and he is hereby authorized to execute a renewal contract with SETEX Construction Corp., of Beaumont, Texas, for the purposes described herein; and, The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. - Mayor Roy West - PUBLIC HEARING Council to Conduct a Public Hearing for an Emergency Demolition of 2778 Amarillo 11 TO: City Council FROM: Kenneth R. Williams, City Manager PREPARED BY: Chris Boone, Assistant City Manager, Community Services MEETING DATE: November 21, 2023 REQUESTED ACTION: Emergency Demolition of 2778 Amarillo BACKGROUND This structure has been inspected by the Building Codes Division and found to be an unsafe structure as defined by the City of Beaumont’s Code of Ordinances, Chapter 24, Article 24.04 Unsafe Substandard Structures, Division 1, Sec. 14.04.001 of the 2015 International Property Maintenance Code. Additionally, this structure has deteriorated to a condition that it is no longer considered suitable for repair. FUNDING SOURCE Sources may include General Fund or Community Development Block Grant (CDBG) funding. RECOMMENDATION Approval of the ordinance. ATTACHMENTS Pictures ORDINANCE NO. ENTITLED AN ORDINANCE FINDING THE STRUCTURE LOCATED AT 2778 AMARILLO STREET TO BE A PUBLIC NUISANCE AND ORDERING ITS DEMOLITION AND REMOVAL AS A CLEAR AND PRESENT DANGER TO PUBLIC SAFETY; PROVIDING FOR SEVERABILITY; PROVIDING FOR REPEAL; PROVIDING A PENALTY; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the structure at 2778 Amarillo Street in the City of Beaumont has been inspected by the Building Codes Division and found to be an unsafe structure as defined by the City of Beaumont’s Code of Ordinances Chapter 24, Article 24.04 Unsafe Substandard Structures as well as Division 1, Section 14.04.001 of the 2009 International Property Maintenance Code; and, WHEREAS, this structure has partially collapsed constituting a clear and present danger to said property and the public safety; and, WHEREAS, the City Council for the City of Beaumont is of the opinion that the demolition of said structure is necessary for the preservation of life and property in the City of Beaumont; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this ordinance are hereby, in all things, approved and adopted; and, Section 1. After a public hearing, the structure located at 2778 Amarillo Street is hereby found to be a public nuisance in that said building violates Chapter 24, Article 24.04 of the Code of Ordinances of the City of Beaumont and is for want of repairs, or by reason of age or dilapidated, decayed, unsafe or unsanitary condition, or otherwise unfit for human habitation, or otherwise likely to endanger the health, safety or general welfare of the citizens of the City. Section 2. In accordance with Article XVII, Section 2, of the Charter of the City of Beaumont, Chapter 24, Article 24.04 of the Code of Ordinances of Beaumont, Texas, it is hereby ordered that the owner or owners of the above-described building demolish and remove said structure within ten (10) days of the effective date of this ordinance. If the property owner(s) fail(s) to comply within ten (10) days, Council orders that the property be demolished without further notification to the property owner(s) or City Council action and assess the expenses of such demolition as a lien on the property as allowed by Texas Local Government Code, Section 214.0011(f). Section 3. That if any section, subsection, sentence, clause or phrase of this ordinance, or the application of same to a particular set of persons or circumstances should for any reason be held to be invalid, such invalidity shall not affect the remaining portions of this ordinance, and to such end the various portions and provisions of this ordinance are declared to be severable. Section 4. That all ordinances or parts of ordinances in conflict herewith are repealed to the extent of the conflict only. Section 5. That any person who violates any provision of this ordinance shall, upon conviction, be punished, as provided in Section 1.01.009 of the Code of Ordinances of Beaumont, Texas. Section 6. This ordinance shall become effective from and after its passage. The meeting at which this ordinance was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 21st day of November, 2023. _______________________________ - Mayor Roy West - PUBLIC HEARING: November 21, 2023 Unsafe Substandard Structures Consider approval of an ordinance declaring one structure to be unsafe substandard structure and ordering their removal immediately. 1. 2778 Amarillo C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\02320-utility_backfill_materials.wpd SEPTEMBER 2006 F- 142 excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 137 DISCUSSION ITEM Council to discuss and receive direction regarding a request to rename the Beaumont Municipal Tennis Center SEPTEMBER 2006 F- 135 removal. Maximum thickness of removable sheeting extending into the embedment zone shall be the equivalent of a 1-inch- thick steel plate. Fill voids left on removal of supports with compacted backfill material. Use of Trench Shields. When a trench shield (trench box) is used as a worker safety device, the following requirements apply: Make trench excavations of sufficient width to allow C:\diane wpdocs\wpdocs\shield diane\to Procedure be lifted Manual\SPECIFICATIONS\or pulled 02317- freely, excavation_and_backfill_for_utilities.wpd SEPTEMBER 2006 F- 131 SEPTEMBER 2006 F- 125 removing_existing_pavement_and_structures.wpd SEPTEMBER 2006 F- 114 SEPTEMBER 2006 F- 113 week in advance of beginning the associated excavation. Dewatering may be omitted for portions of underdrains or other excavations, but only where auger borings and piezometers or monitoring wells show that soil is predrained by an existing system such that the criteria of the ground water control plan are satisfied. E. F. Replace installations that produce noticeable amounts of sediments after development. Provide additional ground water control installations, or change the methods, in the event that the installations according to the ground water C:\diane wpdocs\wpdocs\control diane\Procedure plan Manual\does SPECIFICATIONS\not provide 01578- ground_water_and_surface_water.wpd SEPTEMBER 2006 F-96 of Sanitary Sewers. 3. 4. Remove monitoring wells when directed by the Water Utilities Engineer. Grout abandoned well and piezometer holes. Fill piping that is not removed with C:\diane wpdocs\wpdocs\diane\cement-Procedure bentonite Manual\SPECIFICATIONS\grout 01578- or cement-sand grout. ground_water_and_surface_water.wpd SEPTEMBER 2006 F-95 of water bearing layers subject to ground water 2. control. 3. Names of equipment suppliers and installation subcontractors. A description of proposed ground water control systems indicating arrangement, location, depth and capacities of system components, installation details and criteria, 4. and A description operation of and proposed maintenance monitoring procedures. and control C:and\diane wpdocs\wpdocs\diane\system Procedure indicating Manual\SPECIFICATIONS\depths 01578- ground_water_and_surface_water.wpd SEPTEMBER 2006 F-92 types. Provide drainage of seepage water and surface water, as C:other\diane wpdocs\wpdocs\well diane\as water Procedure Manual\from SPECIFICATIONS\any 01578- ground_water_and_surface_water.wpd SEPTEMBER 2006 F-91 excavated material; prevent failure C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\01578- ground_water_and_surface_water.wpd SEPTEMBER 2006 F-90 SEPTEMBER 2006 F-55 breakable coupling.  All necessary bolts, glands, and gaskets for complete installation of each hydrant shall be supplied with each hydrant and shall conform to AWWA Standard Specification C111.72. They shall be shipped and stored in such a manner to prevent rusting or other damage before installation. All bolts installed below ground shall be 304 stainless steel.  Hydrants shall be American Flow 5-1/4” B- 84-B or pre-approved equal flange must employ no less than eight (8) bolts. Contractor shall water within 30 minutes of installation and then water daily for approximately two (2) weeks. End of Section C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\711-seeding_and_sodding.wpd SEPTEMBER 2006 F-32 the plans or where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. If mechanical equipment is used, all varieties of seed as well as fertilizer may be distributed at the same time, provided that each component is uniformly applied at the specified rate. When seed and fertilizer are to be distributed as a water slurry, the mixture shall be applied to the area to be seeded within 30 minutes after all components are placed in the equipment. After planting, the planted area shall be rolled with a corrugated roller of the “Cultipacker” type. All rolling of the slope areas shall be on the contour. Upon completion of planting and cultipacking of the seed, cellulose fiber mulch shall be spread uniformly over the area at the rate of 2000 lbs. per acre given in dry weight of mulch per acre. A mulching machine, approved by the Engineer, shall be equipped to eject the thoroughly wet mulch material at a uniform rate to provide the mulch coverage specified. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\711-seeding_and_sodding.wpd SEPTEMBER 2006 F-31 content not to exceed 7 percent. The mulch shall be designed for use in conventional mechanical planting, hydraulic planting of seed or hydraulic mulching of grass see, either alone or with fertilizers and other additives. The mulch shall be such, that when applied, the material shall form a strong, moisture-retaining mat without the need of an asphalt binder. Application rate for mulch in HYDRO MULCH SEEDING shall be 2000 lbs./acre. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\711-seeding_and_sodding.wpd SEPTEMBER 2006 F-30 Acre PLS) April 1 - September 30 Bermuda and Giant Bermuda grass (Hulled) Millet 20 40 October 1 - March 31 Hulled Bermuda Unhulled Bermuda Annual Rye grass 20 20 40 C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\711-seeding_and_sodding.wpd SEPTEMBER 2006 F-29 C:\diane 486 wpdocs\polymer wpdocs\diane\is injected Procedure thur tubes at Manual\SPECIFICATIONS\709-Manhole_Stabilization.wpd SEPTEMBER 2006 F-27 material’s component reaction such that the injected product is not significantly compromised by soil moisture or free water in the soil surrounding and/or supporting to the manhole. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\709-Manhole_Stabilization.wpd SEPTEMBER 2006 F-26 sheets, and application methods including the URETEK method and the URETEK Deep Injection Method. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\709-Manhole_Stabilization.wpd SEPTEMBER 2006 F-25 SEPTEMBER 2006 F-10 of the pipe line, and make arrangements for crossing such lines. It is best to locate such lines a few hundred feet ahead of pipe laying operation, in order to make revisions in grade or alignment, if they are necessary C:\diane wpdocs\wpdocs\and diane\approved Procedure Manual\by SPECIFICATIONS\the ENGINEER. 600- underground_construction_water-sewer_pipes.wpd SEPTEMBER 2006 F-9 the Street Construction Specifications for the Public Works Department, Engineering Division of the City of Beaumont. This work shall comprise the cutting and replacement of pavement where such is necessary for the installation of pipe lines or appurtenances under the contract. The work shall include the furnishing of all labor, materials, tools and equipment and doing all work of whatever nature including the hauling and disposal of surplus materials necessary for the removal and later replacement of pavement in agreement with the plans and specifications. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\600- underground_construction_water-sewer_pipes.wpd SEPTEMBER 2006 F-7 as C:\diane that wpdocs\specified wpdocs\diane\for Procedure dirt Manual\streets SPECIFICATIONS\in (c) 600- below. underground_construction_water-sewer_pipes.wpd SEPTEMBER 2006 F-6 it out of the trench. If quicksand or water sand conditions appear in the trench bottom, the CONTRACTOR shall undercut the trench and replace it with granular material at no extra cost to the OWNER, and with the ENGINEER'S approval. City reserves the right to require the CONTRACTOR to use adequate dewatering and sheeting and bracing if the CONTRACTOR was not installing the pipe properly in unstable soil. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\600- underground_construction_water-sewer_pipes.wpd SEPTEMBER 2006 F-5 such trough, pipe or other structures necessary, and at all times prepare to dispose of drainage and sewage received from these temporary connections until the permanent connections built and maintained under the contract, except where specified or ordered to be abandoned by the ENGINEER. All water or sewage shall be disposed of satisfactorily so that no nuisance is created and so that the work under construction will be adequately protected. Under no circumstances shall sewage be diverted to a drainage ditch, street, or natural ground. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\600- underground_construction_water-sewer_pipes.wpd SEPTEMBER 2006 F-4 grubbed before pipe laying. All trees, stumps, brush, roots, logs, rubbish and other objectionable material shall be removed and disposed of in a manner approved by the ENGINEER. Burning and or hauling of the material shall be executed in compliance with ordinances of the City of Beaumont, County of Jefferson, or any other governmental body. If work is proceeding through a utility easement, care shall be taken to clear all the proposed easement as specified above. C:\diane wpdocs\wpdocs\diane\Procedure Manual\SPECIFICATIONS\600- underground_construction_water-sewer_pipes.wpd SEPTEMBER 2006 F-3 of such damage, the ENGINEER may order the damage portion immediately removed and replaced by the CONTRACTOR at the CONTRACTOR'S cost and expense. The CONTRACTOR'S responsibility for the maintenance of barricades, signs and lights, and for providing guard (s), shall not cease until the project is accepted C:\diane wpdocs\wpdocs\by the diane\OWNER. Procedure Manual\SPECIFICATIONS\600- underground_construction_water-sewer_pipes.wpd SEPTEMBER 2006 F-2 NOTE 3 PAY ITEM DISH HEAD CONNECTION NO.2 PLUG COLLIER'S PUMP FERRY STATION 48" WATER LINE (BY OTHERS) PROP. 48" WATER LINE STA 151+90.00 INSTALL: 1- 48" TEE 4 PROP RESTRAINED JOINT PROP RESTRAINED JOINT GENERAL CONNECTION NOTES: EXIST. 48- INCH RAW WATER LINE AT WTP 1. 48-INCH PINE STREET RAW WATER LINE IS INSTALLED WITH DISH HEAD PLUG AS THE FIRST SEGMENT OF THE PIPELINE INSTALALTION. WELDED BUTTSTRAP WELDED 2. COLLIER'S FERRY PUMP STATION CONTRACTOR WILL INSTALL THE PUMP BUTTSTRAP STATION WATER LINE UP TO THE 48-INCH PINE STREET RAW WATER LINE AND LEAVE THE PIPE FOR THE PINE STREET PIPELINE 3. CONTRACTOR PINE STREET TO PIPELINE MAKE CONTRACTOR THE CONNECTION. WILL MAKE THE CONNECTION WHICH WILL INCLUDE: REMOVING THE DISH HEAD PLUG AND PROVIDING A CLOSING PIPE PIECE. IN THE CASE THAT THE COLLIERS PUMP STATION WATER LINE IS DUCTILE IRON A TRANSITION THRUST RESTRAINING COUPLING WITH BE INSTALLED. IF THE COLLIERS PUMP STATION WATER LINE IS STEEL, A BUTT STRAP WITH EPOXY COATING WILL BE INSTALLED WITH LINING REPAIR AFTER INSTALLATION. 1 CONNECTION NO. 1 TO PUMP STATION PIPELINE ALIGNMENT) (BEGINNING OF CONNECTION NO. 2 TO WATER TREATMENT PLANT (PLAN) (END OF ALIGNMENT) NOT TO SCALE 1 2 SHEE T SEQ. - - NOT TO SCALE - - D- 012 57 Plot Date: 11/10/2023 10:37 AM Plot By: 02139 Filename: N:\WTU\Drawings\DT- CONN DTL.dwg ONE PIECE VALVE EXTENSION (SEE GEN. NOTE 2) 5. ALL BOLTS SHALL BE 6. 304 CONTRACTOR SS. SHALL USE WAX TAPE AS SPECIFIED ON ALL BURIED OR MORTAR COATED BOLTS AND CONNECTIONS. STEM GUIDE 12" 4' TRUMBULL MODEL 367 MAX. 5'-0" SPACING (2 REQ'D MIN.) CL OF BOV STACK 7. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING TOP OF PRECAST MANHOLE MANHOLE ELEVATIONS. WALL 12"x1 2" FLG. TEE 1'- 0" MIN . INSULATING FLANGE KIT RE: 1/CP-3 1'- 0" MIN . 2" EXPANSION JOINT FILLER AROUND MANHOLE WALL PENETRATION TIE INTO 18" RCP 30" MANHOLE FLG. OUTLE T 12" FLG. OUTLE T NOTE 12" GATE VALVE S: W/ 1. INSPECTOR GRAVEL SHALL COORDINATE OR SAND BACKFILL AS NECESSAR Y BEVEL GEARING DISCHARGE PIPING DIRECTION. BLOW OFF VALVE ASSEMBLY NOT TO SCALE 1 - 4 NOTE S: 1. MATERIAL: RING: CAST IRON A. S. T. M. A-48, CLASS NO.35, COVER: DUCTILE 2. ALL CASTINGS IRON,ASTM SHALL A536, BE AASHTO FIRST QUALITY, M306 SMOOTH CASTINGS, FREE FROM FLAWS, BLOW HOLES, SAND HOLES OR OTHER 3. IMPERFECTIONS. THE BEARING SURFACES OF ALL FRAMES AND COVERS BOTH SHALL BE MACHINED FINISHED FOR FULL PERIPHERY EVEN BEARINGS. 4. ALL CASTINGS MUST BE SAND BLASTED CLEAN OF SCALE OR SAND SO AS TO PRESENT A SMOOTH, CLEAN AND UNIFORM SURFACE. 5. 6. THE THE WEIGHT WEIGHT OF OF THE THE MANHOLE MANHOLE RING COVER SHOULD NOT EXCEED 235 LBS. SHOULD 7. MANHOLE NOT EXCEED COVER 175 SHOULD LBS. READ "WATER' INSTEAD OF "SANITARY SEWER". STANDARD MANHOLE FRAME COVER AND TxDOT GRATE INLET NOT TO SCALE 2 - 3 - SHEE T SEQ. D- 007 NOT TO SCALE 52 Plot Date: 11/10/2023 10:37 AM Plot By: 02139 Filename: N:\WTU\Drawings\CV-PPL-DT-PIPE APPURT01.dwg NG GROU ND 12" TOP SOIL MATERIA LS. EXCAVATION MAY BE WIDENED ABOVE 2' THE PIPE ZONE (MIN ) 2-3" WIDE PURPLE NON- DETECTABLE POLYETHYLENE MARKER TAPE LABELED "NON-POTABLE WATER" PLACED OVER PIPE A MINIMUM OF 4' APART AND A MINIMUM OF 2' DEEP, BUT AT LEAST 2' ABOVE PIPE. 2' (MIN ) 2-3" WIDE PURPLE NON- DETECTABLE POLYETHYLENE MARKER TAPE LABELED "NON-POTABLE WATER" PLACED OVER PIPE A MINIMUM OF 4' APART AND A MINIMUM OF 2' DEEP, BUT AT LEAST 2' ABOVE PIPE. 2' (MIN ) 2-3" WIDE PURPLE NON- DETECTABLE POLYETHYLENE MARKER TAPE LABELED "NON-POTABLE WATER" PLACED OVER PIPE A MINIMUM OF 4' APART AND A MINIMUM OF 2' DEEP, BUT AT LEAST 2' ABOVE PIPE. ORDINARY MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D 698) ORDINARY MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D 698) ORDINARY MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D 698) GRANULAR EMBEDMENT COMPACTED TO 95% MAXIMUM DENSITY (ASTM DM 4253) BANK RUN SAND EMBEDMENT COMPACTED TO 95% MAXIMUM DENSITY AND INSTALLED IN 6-INCH LIFTS CEMENT STABILIZED SAND COMPACTED TO 95% MAXIMUM DENSITY (ASTM D 558) AND INSTALLED IN 12-INCH LIFTS BEDDING LAYER (GRANULAR EMBEDMENT, NOT COMPACTED) BEDDING LAYER (BANK RUN SAND EMBEDMENT, NOT COMPACTED) BEDDING LAYER (BANK RUN SAND EMBEDMENT, NOT COMPACTED) MIN . 24" MIN . 24" MIN . 36" MIN . 36" MIN . 18" MIN . NOTE 18" : NOTE : NOTE 1. MATERIAL PLACED IN AREA WITHIN 12" ABOVE TOP : OF PIPE SHALL BE SCREENED TO ROCK LESS THAN 2" IN SIZE WHEN BACKFILLING WITH ROCK FROM EXCAVATED MATERIAL. AT NO TIME WILL ROCK GREATER THAN 2" BE ALLOWED WITHIN 12" FROM TOP OF PIPE. 1. MATERIAL PLACED IN AREA WITHIN 12" ABOVE TOP OF PIPE SHALL BE SCREENED TO ROCK LESS THAN 2" IN SIZE WHEN BACKFILLING WITH ROCK FROM EXCAVATED MATERIAL. AT NO TIME WILL ROCK GREATER THAN 2" BE ALLOWED WITHIN 12" FROM TOP OF PIPE. 1. MATERIAL PLACED IN AREA WITHIN 12" ABOVE TOP OF PIPE SHALL BE SCREENED TO ROCK LESS THAN 2" IN SIZE WHEN BACKFILLING WITH ROCK FROM EXCAVATED MATERIAL. AT NO TIME WILL ROCK GREATER THAN 2" BE ALLOWED WITHIN 12" STEEL PIPE TYPICAL FROM TOP OF PIPE. TRENCH SECTION FOR TO 15 DEPTH FEET OF COVER 4 STEEL PIPE TYPICAL DRY TRENCH SECTION FOR DEPTH OF EMBEDMENT COVER 4 TO 15 FEET FOR SAND NOT TO SCALE STEEL PIPE TYPICAL DRY TRENCH SECTION FOR DEPTH OF COVER 4 SAND TO 15 EMBEDMENT FEET FOR CEMENT STABILIZED NOT TO SCALE 1 - 2 - 3 NOT TO - SCALE MAX TRENCH WIDTH = PIPE O.D. + 72" MAX TRENCH WIDTH = PIPE O.D. + HALF 36" SECTION FOR ASPHALT ROADS HALF SECTION FOR CONCRETE ROADS HALF SECTION FOR ASPHALT ROADS HALF SECTION FOR CONCRETE ROADS 12", TYP. 12", TYP. 12", TYP. 12", C TYP. MAX. TRENCH C L L WIDTH = PIPE O.D. + 36" EXISTI NG ROAD EXISTI NG HALF ROAD SECTION FOR ASPHALT ROADS HALF SECTION FOR CONCRETE ROADS 12", TYP. 12", CL TYP. 4 2' (MIN ) 2-3" WIDE PURPLE NON- DETECTABLE 2' (MIN ) 2-3" WIDE PURPLE NON- DETECTABLE POLYETHYLENE MARKER TAPE LABELED "NON-POTABLE WATER" PLACED OVER PIPE A MINIMUM OF 4' APART AND A MINIMUM OF 2' DEEP, BUT AT LEAST 2' ABOVE PIPE. POLYETHYLENE MARKER TAPE LABELED "NON-POTABLE WATER" PLACED OVER PIPE A MINIMUM OF 2' APART AND A MINIMUM OF 2' DEEP, BUT AT LEAST 2' ABOVE PIPE. 2' (MIN ) ORDINARY MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D 698) ORDINARY MATERIAL COMPACTED TO 95% STANDARD PROCTOR FILTER FABRIC (LAP DENSITY (ASTM D 698) 12" MIN.) FILTER FABRIC (LAP BANK RUN SAND 12" MIN.) 2-3" WIDE PURPLE NON- EMBEDMENT DETECTABLE POLYETHYLENE MARKER TAPE LABELED "NON-POTABLE WATER" PLACED OVER PIPE A MINIMUM OF 4' APART AND A MINIMUM OF 2' DEEP, BUT AT LEAST 2' ABOVE PIPE. COMPACTED TO 95% MAXIMUM DENSITY AND INSTALLED IN 6-INCH LIFTS CEMENT STABILIZED SAND COMPACTED TO 95% MAXIMUM DENSITY (ASTM D 558) AND INSTALLED IN 12-INCH LIFTS BEDDING LAYER (BANK RUN SAND EMBEDMENT, NOT COMPACTED) BEDDING LAYER (BANK RUN SAND EMBEDMENT, NOT FLOWABLE FILL COMPACTED) BACKFILL GRANULAR EMBEDMENT COMPACTED TO 95% MAXIMUM DENSITY (ASTM D 4253) MIN . 36" MIN . 36" GRANULAR EMBEDMENT COMPACTED TO 95% MAXIMUM DENSITY (ASTM D 4253) MIN . 18" MIN . 18" NOTE : NOTE 1. MATERIAL PLACED IN AREA WITHIN 12" ABOVE TOP : OF PIPE SHALL BE SCREENED TO ROCK LESS THAN 2" IN SIZE WHEN BACKFILLING WITH ROCK FROM EXCAVATED MATERIAL. AT NO TIME WILL ROCK GREATER THAN 2" BE ALLOWED WITHIN 12" FROM TOP OF PIPE. 1. MATERIAL PLACED IN AREA WITHIN 12" ABOVE TOP OF PIPE SHALL BE SCREENED TO ROCK LESS THAN 2" IN SIZE WHEN BACKFILLING WITH ROCK FROM EXCAVATED MATERIAL. AT NO TIME WILL ROCK GREATER THAN 2" BE ALLOWED WITHIN 12" FROM TOP OF PIPE. MIN . 9" MIN . 9" STEEL PIPE TYPICAL WET TRENCH SECTION FOR DEPTH OF EMBEDMENT COVER 4 TO 15 FEET FOR SAND STEEL PIPE TYPICAL WET TRENCH SECTION FOR DEPTH OF COVER 4 SAND TO 15 EMBEDMENT FEET FOR CEMENT STABILIZED NOT TO SCALE TYPICAL FLOWABLE FILL ENCASEMENT NOT TO SCALE 4 5 - 6 - NOT TO - SCALE SHEE T SEQ. D- 003 48 Plot Date: 11/10/2023 10:37 AM Plot By: 02139 Filename: N:\WTU\Drawings\DT-EXCAV BEDD & BCKFL.dwg CYLINDER PIPE 2 - 3 - 1 - NOT TO NOT TO SCALE SCALE 513 4 " 391 17 4" 3 4 " APPLY WIRE MESH AND MORTAR 20" COATING REMOVAL AFTER OF TEST PLUG 24" FLANGED OUTLET WITH 24" BLIND FLANGED SHALL BE INCLUDED ON EACH SIDE OF THE TEMPORARY TEST PLUG MORTAR COATED AS SPECIFIED W/ 6-INCH 4" FLG. W/ 4" BLIND FLG. 4" SCH 40 STEEL PIPE SPIG OT 316 "x2" COLLAR APPLY WIRE MESH AND MORTAR COATING 2 PLASTIC WASHERS FOR EACH BOLT, INSULATING SLEEVE FOR EACH BOLT MIN. OVERLAP STEEL FLAN WELDED WIRE GE MESH STANDARD FLG. AS REQUIRED 3 " PLATE, 3 8" PLATE CYLINDER DISH HEAD PLUG 3 "x1 1 " BAR STOCK 4 2 16 1925 " O.D. 32 APPLY CEMENT MORTAR LINING AFTER REMOVING TEST PLUG 8" GATE VALVE "INSULKET" FLANGE GASKET (WHERE INDICATED) TEMPORARY TEST PLUG SHALL BE DESIGNED TO RESIST THE DESIGNATED TEST PRESSURE ON EITHER SIDE, ASSUMING PIPE SECTION NOT BEING TESTED IS EMPTY. CONCRETE PIPE SHOWN. WELD JOINTS FOR THRUST. FLAN GE GASK FLANGED CONNECTIONS ET FOR BAR-CYLINDER WRAPPED PIPE CONCRETE CEMENT TEMPORARY TEST PLUG MORTAR LINING FOR BAR-CYLINDER WRAPPED PIPE CONCRETE 5 - 4" OUTLET FOR BAR- WRAPPED CONCRETE CYLINDER PIPE NOT TO SCALE 4 - NOT TO 4 SCALE 6 - NOT TO SCALE EXISTI NG GROU ND TRENCH WIDTH = PIPE O.D. + 24" MIN. TO PIPE O.D. + 36" MAX. 12" TOP EXISTI SOIL NG GROU ND NOTE 12" TOP S: SOIL 1. 4" OUTLETS USED AS PASS THROUGH FOR WELD LEADS MAY BE SPACED NO CLOSER THAN 500' AND NO CLOSER THAN 500' FROM AIR VALVE AND BLOWOFF VALVE OUTLETS. EXCAVATION MAY BE WIDENED ABOVE THE PIPE ZONE EXCAVATION MAY BE WIDENED ABOVE THE PIPE ZONE 2. WELD BLIND FLANGE SHUT BACKFILL SHALL UPON COMPLETION. BE AS PER APPLICABLE TRENCH SPECIFICATIONS ORDINARY MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D 698) GRANULAR EMBEDMENT COMPACTED TO 95% MAXIMUM DENSITY (ASTM D 4253) FLOWABLE FILL BACKFILL BEDDING LAYER (GRANULAR EMBEDMENT, NOT COMPACTED) 9" 9" DUCTILE IRON AND TYPICAL TRENCH SECTION FOR FEET DEPTH OF COVER 4 TO 16 NOT TO SCALE DUCTILE IRON AND TYPICAL TRENCH DETAIL FOR DEPTH (DEEP TRENCH) OF COVER OVER 16 FEET NOT TO SCALE SHEE T SEQ. D- 002 7 - 8 - 47 Plot Date: 11/10/2023 10:37 AM Plot By: 02139 Filename: N:\WTU\Drawings\CV-PPL-DT-PIPE.DWG LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. N 13992211. 45 E 3517994.8 2 14" 24" HDPE F/L PINE = 2.11 N:1399224 4.22 E:3518036. 41 16" OAK 24" OAK 16" OAK 22" OAK CONCRE TE COLLAR 18" RCP F/L = 12.40 2. THIS DRAWING DOES NOT SHOW THE MODIFICATIONS PROPOSED TO PINE STREET AND CONSTRUCTION OF NEW ACCESS ROAD TO THE PI: STA 1+26.76 T.B.M. #4 CAUTION: OVERHEAD ELECTRIC. CONTRACTOR SHALL SUPPORT AND PROTECT ALL POWER POLES IN CONSTRUCTION AREA. TIE IN DRAINAGE PIPE FROM COUNTRY CLUB INTO 18" RCP INSTALL: 1-48", 45° BEND r 45°00'00" 32" OAK MAG NAIL IN ASPHALT N:1399210 1.95 E:351783 9.88 12" DI PIPE A DISCHARGE INTO 18" RCP MH 18" N:1399226 OAK 9.45 E:3518075. 90 12" 32" OAK OAK ELEV:17. 32 PROPOSED COLLIER'S FERRY PUMP STATION TO BE PERFORMED BY OTHERS. FOR CLARITY REFER TO DRAWINGS FOR CITY PROJECT ENTITLED "COLLIER'S FERRY PUMP STATION". 18" HDPE F/L 18" HDPE F/L = 6.49 = 6.49 EXIST. 2" UG ELEC. SUPPORT AND PROTECT NECESSARY. AS IF REMOVAL AND REPLACEMENT IS NECESSARY, THERE WILL BE NO SEPARATE PAY EXIST. 2" WATER SUPPORT LINE AND PROTECT AS NECESSARY. IF REMOVAL AND REPLACEMENT IS NECESSARY, THERE WILL BE NO SEPARATE PAY 20 15 10 5 20 15 10 5 EXIST. 2" UG ELEC. SUPPORT AND PROTECT AS NECESSARY. IF REMOVAL AND REPLACEMENT IS NECESSARY, THERE WILL BE NO SEPARATE PAY APPROX. 4 EXISTING GROUND OR PAVEMENT (SEE NOTE 2) EXIST. 8" WATER SUPPORT LINE AND PROTECT AS NECESSARY. IF REMOVAL AND REPLACEMENT IS NECESSARY, THERE WILL BE NO SEPARATE PAY EXIST. UG TELE. SUPPORT AND PROTECT AS NECESSARY. IF REMOVAL AND REPLACEMENT IS NECESSARY, THERE WILL BE NO SEPARATE PAY 3 0 0 STA. 2+TRANSITION 50 FROM -5 DI TO FRP -5 -10 -15 -20 -10 -15 -20 -25 SHEE T SEQ. PL- 001 -25 0+5 0 1+0 0 2+0 0 3+0 0 4+0 0 5+0 0 8 Plot Date: 11/10/2023 10:37 AM Plot By: 02139 Filename: N:\WTU\Drawings\CV-ALL-PP-SHEET (1).dwg Labor $ 33,630.00 $ 150,250.00 43,315.00 $ 112,110.00 9,500.00 $ 103,625.00 33,630.00 150,250.00 $ 43,315.00 112,110.00 Tree Clearing $ 9,500.00 Equipment Costs 103,625.00 - - - - - $ - $ - $ - $ - Contractor Direct Work $ - $ - $ - $ 1,147,690.00 Sub-Contractor Work Mtl. Qty. Req’d Mtl. Unit Cost Equip Time Description Man Hours Hourly Rate Labor Total Material Total Equip Time Units Cost Equip Total Lump Sum Sub Totals $ $ $ $ $ $ - - - - - $ $ $ $ $ $ - - - - - $ $ $ $ $ $ - - - - - $ $ $ $ $ $ - - - - - Sub-Contractor Direct Work - - - - The itemized breakdown is to include: Contractor Work Totals Sub-Contractor Work Totals Sub-Contractor Total 5% Contractor's Fee Figured Total $ $ $ - - 1) List of materials and equipment to be installed; 2) Man hours for labor by classification; 3) Equipment used in construction; 4) Consumable supplies, fuels, and materials; 5) Royalties and patent fees; Labor Sub Total $ $ $ - - - Labor Sub Total $ $ $ - - - 50% Overhead Labor Total 50% Overhead Labor Total Material Total Equipment Total $ $ - - Material Total Equipment Total $ $ - - 1,319,843.50 6) Bonds and insurance; 7) Overhead and profit; 8) Field office costs; 9) Home office cost; and 10) Other items of cost. Sub Total $ Rounded Total $ 1,147,690.00 172,153.50 Sub Total $ $ $ - 15% Contractor's Fee - Total Cost 15% Sub-Contractor's Fee Total Cost $1,319,844.00 $ 1,319,843.50 - Breakdown prepared by Freese & Nichols, In.c as a convience to the contractor. ● Provide Position calculations and tables. ● Populate the Position Template and upload the completed template into OpenGov. 2023 Statement of Work v1.3 15 ● Review configured OpenGov Story and provide training to Customer on how to: ○ Create new Stories ○ Manage Stories ○ Publish Stories Customer will: ● Provide logo and branding guidelines. ● Validate and provide signoff on Operating Budget Story template. ● Update standard budget Storywith Customer relevant information 2023 Statement of Work v1.3 14 OpenGov SFTP Location. ● Any charges for the data from ERP system will be the customer responsibility. ● Broker OpenGov’saccessto Customer’ssource accounting data if hosted by any third vendor. ● Provide a summary export data to validate against. ● Validate and provide sign off on the integrated data and reports. ● Changes to the underlying data after project closure will be responsibility of the customer to update. ● Maintenance of the integration file on an ongoing 2023 Statement of Work v1.3 13 DIST: COUNTY: HIGHWAY: CITY: BEAUMONT DATE OF SURVEY: DATE DATE DATE DATE REPLACES C.M.O. # JEFFERSON MPH 667 -01 MPH MPH - MPH - / C.M.O. # ORDINANCE REPLACES # CANCELLED BY # ONE TWO THREE FOUR SH 347 TRIAL RUNS: / / SPEED CHECKS: / / FIVE MPH - TOTAL 11.441 - SH 347 SPZNSHEL.DGN 00.000 4 4 8 24" P 2-5'X4' BC * T I LIGHTED MESSAGE SIGN, US 69 2-36" P 2-18" P 38FT RB-FLEXBS 38FT RB-SOILBS 024FT-61 ACPSURF 024FT-62 ACPSURF USROW0260-MNROW0260 USROW0200-MNROW0200 000.000 000.064 000.162 000.171 000.178 000.348 000.348 000.894 000.974 001.076 001.402 001.432 001.682 MAP DRAWN - 08/11/2023 - R.W. 0000.027 000.027 65 MPH 1.198 Mi. Nederland Beaumont 126 78 66 133 68 65 132 69 66 126 78 66 126 78 66 126 78 66 126 78 66 126 78 66 ACCIDENTS 2020-2022 127 80 66 1.402 1.927 0.204 1.402 1.198 0.525 667-01 BEAUMONT 65 MPH 1.198 Mi. BMT C.L. BMT C.L. 65 MPH 65 MPH 65 MPH 65 MPH 0.525 Mi. 0.525 Mi. 000.204 000.204 NEDERLAND US 69 JEFFERSON 0200 14 - 16 LIST OF ALL SECTIONS CHANGING TO 70 MPH