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Home My WebLink AboutR2025-141 20250908Docusign Envelope ID: B39F1F8C-5EF2-446B-BDAF-89821992BBA6 RESOLUTION NO. R2025-141 A Resolution of the City Council of the City of Pearland, Texas, adopting a Five -Year Capital Improvement Program (2026-2030). BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That the City Council hereby adopts a Five -Year Capital Improvement Program in accordance with Exhibit "A" attached hereto. PASSED, APPROVED and ADOPTED this the 8th day of September, A.D., 2025. DocuSigned by: J. _ KEVINc6 LE MAYOR ATTEST: DocuSigned by: FR WM ASGUILAR, TRMC, MMC CITY SECRETARY APPROVED AS TO FORM: DocuSigned by: Q/, DA :r vF4tOKER CITY ATTORNEY FY D262u30 CAPITAL IMPROVEMENT PROGRAM CITY OF PEARLAND, TX Cfk TABLE OF CONTENTS Reader's Guide 7 Introduction Letter 9 Capital Improvement Plan 10 One Year Plan 11 Multi -Year Plan 13 Project Types 15 Capital Projects 33 Drainage 40 DR1904 - West Lea Subdivision Drainage Improvements 45 DR1905 - Hickory Slough Regional Detention Pond 47 DR2102 - Brookland Acres Drainage Improvements 49 DR2103 - Garden Road/O'Day Road Drainage Improvements 51 DR2104 - Woody Road Drainage Improvements 53 DR2301 - Hickory Slough Sportsplex Detention Pond Ph 2 55 DR2303 - Master Drainage Plan Update 57 DR2304 - Hickory Slough Detention Storm Water Pump Station Generator 59 DR2305 - Veterans Drainage Improvements 61 DR2306 - Longwood Park (Roadside Ditch and Culvert) 63 DR2307 - Southwest Quadrant of Old Town (McLean to SH35 South of Broadway) 65 DR2401 - Shady Crest and Creek View Subdivision Drainage Improvement 67 DR2402 - Hickory Creek Subdivision Drainage Improvement 69 DR2403 - Garden Acres Subdivision Drainage Improvements 71 DR2407 - Herridge Miller/Brookland Acre Subdivision Drainage Improvement 73 DR2408 - Hickory Slough Embankment Slope Replacement 75 DR2410 - Shadow Creek Ranch — Ocean Point Ct 100 Year Overflow at Cul-De-Sac 77 DR2501 - Pine Hollow Drainage Improvements 79 DR2502 - Fite Rd Drainage Improvement (Cullen to Harkey) 81 DR2503 - Harkey Road Drainage (Broadway to Mary's Creek) 83 DR2601 - Isla Dr., N Galveston, Cheryl Dr. Drainage Improvements 85 DR2602 - E. Plum Drainage (Old Alvin to Schlieder Dr) 87 DR2603 - Hatf eld Road Drainage (FM 518 to Hickory Slough) 89 DR2604- Hatf eld Rd South Drainage 91 DR2701 - Wagon Trail Road (South of Fite to Mary's Creek) 94 DR2702 - Fite Road Drainage (Harkey to McLean) 96 DR2703 - Tranquility Lakes Detention Pump Station Rehabilitation and Generator 98 Facilities 100 FA1804 - Fire Station #7 - Bailey Road 103 FA1902 - Orange Street Service Center Phase 2 105 FA2002 - Fire Station #6 (Formerly Fire Station #11) - County Road 100 108 FA2104 - Fire Station #3 (HVAC) Repairs 111 FA2106 - Hillhouse Road Annex Phase II 113 FA2107 - Water Operations Building (Alice St.) 116 FA2203 - Natatorium Air -Handling Replacement 119 FA2205 - Reflection Bay WRF Fuel Island 121 FA2401- West Pearland Community Center HVAC Replacement 123 FA2405 - Public Safety Training Complex 125 FA2410 - Emergency Distribution Warehouse 127 FA2501 - Knapp Activity Center Air Conditioning and Building Automation System Integ 130 FA2502 - Fiber Backbone (Cullen Parkway from Hughes Ranch Road to McHard) 132 FA2505 - Stella Roberts Recycling Center HVAC Replacement 134 FA2601 - Fiber Backbone Magnolia (Business Center to Kirby Water Plant) 136 FA2701 - Stella Roberts Recycling Center Roof and Gutter Replacement 138 FA2702 - Fiber Backbone (Dixie Farm from Broadway to Main) 140 FA2802 - Public Safety Building Roof Replacement 142 Parks 144 PK1904 - Clear Creek Trail (Barry Rose WRF to UHCL) 146 PK2301 - Park Equipment Recapitalization Program 149 PK2402 - Hickory Slough Sportsplex Phase II 151 PK2501- Independence Park Phase II 153 PK2503 - Clear Creek Trail Segment 5 155 PK2504 - Centennial Park Storage Building 157 PK2701 - PER for Future Bond Referendum 159 Streets 161 TR0601 - Mykawa Road Widening - BW8 to FM 518 165 TR1501 - Smith Ranch Road Extension (CR 94) - Hughes Ranch Road to Broadway 167 TR1904 - Bailey Road Expansion - Veterans Dr to Main 170 TR1905 - Shadow Creek Parkway Landscaping, Street Lighting, & Sidewalks 173 TR2001 - Pearland Parkway at Broadway Intersection Improvements 176 TR2101 - Broadway Expansion Phase 1 (SH 288 to Old Chocolate Bayou) 178 TR2103 - Intersection Improvements in Shadow Creek Ranch 180 TR2203 - Median Landscaping on Kingsley & Kirby 182 TR2301 - Pearland Parkway at Barry Rose Intersection Improvements 184 TR2302 - Street Reconstruction - Sherwood 186 TR2303 - Hughes Road (Pearland Parkway to City of Pearland City Limit) 188 TR2401 - Concrete Sidewalk Gaps and Replacement 191 TR2402 - Dixie Farm Road at Hastings Friendswood Road Intersection Improvements 193 TR2502 - Broadway Expansion Phase 2 - Old Chocolate Bayou to McLean Rd 195 TR2510 - Pearland Parkway Bridge Soil Erosion Repair (at Clear Creek) 197 TR2601 - Barry Rose Masonry Wall Replacement 199 TR2603 - Traff c Signal at Kingsley/CR48 201 TR2604 - TxDOT Traff c Signal Upgrade along SH35 203 TR2705 - PER for Future Bond Referendum -Streets 205 Wastewater 207 WW1502 - Barry Rose WRF Replacement and Expansion 215 WW1906 - Longwood Water Reclamation Facility Decommissioning 218 WW2006 - Mykawa Road Sewer Relocation - Jasmine to S Orange Circle 221 WW2104 - FM 518 Wastewater Utility Relocations - SH288 to Old Chocolate Bayou 223 WW2303 - Dixie Farm North Regional Lift Station Rehabilitation 225 WW2401 - Barry Rose Gravity Sewer - Plum from Galveston to Barry Rose WRF 227 WW2402 - Riverstone Ranch Regional Lift Station Capacity Expansion 229 WW2403 - Lakes of Country Place Lift Station Rehabilitation 231 WW2404 - Southdown Lift Station Rehabilitation 233 WW2405 WW2406 WW2407 WW2408 WW2501 - W W2502 WW2503 WW2504 WW2507 WW2508 WW2603 WW2604 WW2608 WW2609 WW2611- WW2612 - WW2613 - W W2614 WW2701 - W W2702 WW2704 WW2705 WW2707 WW2708 WW2709 - Shady Crest and Creek View Subdivision Sanitary Sewer Rehabilitation - Whispering Winds Lift Station Relocation - Wooten Road Lift Station Decommissioning - Sanitary Sewer Rehabilitation - Longwood Service Area (LW -03) Sanitary Sewer Rehabilitation - Longwood Service Area (LW -04) - Green Tee IV Lift Station Rehabilitation - Sunset Meadows Lift Station Rehabilitation - Green Tee III Lift Station Rehabilitation - Kirby North Regional Lift Station Rehabilitation - Waste Water Master Plan Update - Green Tee I Lift Station - Oakbrook Estates Lift Station Replacement - Sunset Lakes Lift Station Rehabilitation - FM 518 Utility Relocations Phase 2 (Old Chocolate Bayou to McLean) JHEC Odor Control System WWTPs Asset Management Plan Woodthrush Regional Lift Station Rehabilitation - Assessment and Rehabilitation of Pearland's Wastewater Treatment Plants Towne Lake Lift Station Rehabilitation - Pine Hollow Lift Station Rehabilitation - Clear Creek Park Lift Station Rehabilitation - Country Place Lift Station Rehabilitation - Walmart Lift Station Rehabilitation - Hughes Ranch Road Gravity Sewer -Cullen to Stone - Crystal Lakes West Lift Station Rehabilitation WW2710 - W W2801 WW2802 WW2901 WW2902 WW2903 WW3001- Water Critical Lift Station Electrical Hardening Improvements - Rustic Oak Elementary School Lift Station Rehabilitation - Westlea Lift Station Rehabilitation - Southdown Regional Lift Station & Force Main - Country Place Waste Water Line Replacement - Tower Bridge Lift Station Rehabilitation Villages of Edgewater Lift Station Rehabilitation WA2103 - WA2202 - WA2203 - WA2301- FM 518 Utility Relocations - SH288 to Old Chocolate Bayou McLean Water Production Facility Rehabilitation Green Tee Transite Pipe Water Line Replacement Liberty Water Production Facility Rehabilitation WA2304 - Sherwood Waterline Replacement WA2305 - Country Place Water Well Generator Replacement WA2306 - Garden Water Well Generator WA2401 - Water Plant Chemical Containment Structures WA2402 - Wood Creek Transite Pipe Water Line Replacement WA2403 - Cullen Ground Storage Tank Replacement WA2404 - CR100 Water Line - Harkey to Pearland Sites WA2405 - Creekview and Shadycrest Transite Pipe Water Line Replacement WA2501 - Water Master Plan Update WA2502 - Kirby Elevated and Ground Storage Tank Rehabilitation WA2503 - Sleepy Hollow Small Waterline Replacement WA2505 - Mykawa Road Transite Pipe and Water Line Replacement 235 237 239 241 243 245 247 249 251 253 255 257 259 261 263 265 267 270 272 274 276 278 280 282 284 286 288 290 292 294 296 298 300 307 309 311 313 315 317 320 322 324 326 328 330 332 334 336 338 WA2506 - Pump, VFD and Motor Condition Assessment 340 WA2509 - Southwest Quadrant of Old Town Transite Water Line Replacement (McLean to 342 WA2601 - Alice Elevated & Ground Storage Tank Rehabilitation 344 WA2607 - Surface Water Treatment Plant - Plant Redundancy Improvement 346 WA2609 - Alice WTP New 5 MG GST 348 WA2701 - Towne Lakes Water Quality Program 350 WA2702 - Magnolia Water Production Facility Rehabilitation 352 WA2704 - Country Place Well Facility Rehabilitation 354 WA2705 - Garden Well New 1MG GST 357 WA2801 - Alexander Landing, Banbury Cross & Whispering Winds Transite Pipe Water Lin 359 WA2804 - Dixie Hollow Subdivision Transite Pipe Water Line Replacement 361 WA2901- Park View Transite Pipe Water Line Replacement 363 WA2902 - Southdown Transite Pipe Water Line Replacement 365 WA2903 - Country Place Transite Pipe Water Line Replacement 367 WA2904 - Liberty Dr & John Lizer Transite Pipe Water Line Replacement 369 WA3001 - Lakes of Edgewater Estates Water Quality Program 371 WA3002 - West Oaks and West Oaks Village Water Quality Program 373 Reader's Guide Project Types - Overview Drainage - DR Capital improvements related to drainage systems are designed to manage stormwater, prevent flooding, and protect public infrastructure. Projects under this category include the construction or repair of stormwater drains, retention ponds, flood control measures, and other infrastructure improvements aimed at reducing the impact of heavy rainfall and protecting the city's property from water damage. Facilities - FA This category covers capital improvements related to the construction, improvement, or maintenance of city facilities. These may include the development of new buildings, renovation of existing structures, facility upgrades, and general maintenance to ensure that city buildings are functional, safe, and accessible for public use. Parks - PK Capital improvements related to city parks, including the development of new recreational areas, improvements to existing park facilities, landscaping, playground upgrades, and other enhancements to promote outdoor activities and community well-being. This category ensures that public parks remain safe, inviting, and accessible for residents. Streets - TR This category pertains to capital improvements and ongoing maintenance related to roads and streets. Projects under this heading include the construction of new roadways, repaving of existing streets, sidewalk improvements, intersection upgrades, and any other infrastructure work that enhances the city's transportation network. This also covers the regular upkeep required to maintain road conditions and traffic flow. Wastewater - WW Capital improvements related to wastewater management systems, including the construction, expansion, upgrade, and maintenance of sewer lines, treatment facilities, and wastewater infrastructure. Projects may include installing new sewer systems, upgrading treatment plants to meet environmental standards, and expanding the capacity to handle increased demand or ensure efficient wastewater management. Water - WA Capital improvements for water utilities projects, including the construction, expansion, and maintenance of water treatment plants, distribution systems, and infrastructure required to ensure a clean and reliable water supply. This also includes water storage facilities, pipelines, and any necessary upgrades to maintain or improve service quality for residents. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 7 Reader's Guide Schedule • June 23, 2025 - Comprehensive CIP Workshop • July14, 2025 - Budget Discussion #1 - Enterprise Fund, Special Revenue Funds, Internal Service Funds, and PEDC • July 28, 2025 - Budget Discussion #2 - Follow-up discussion if needed • July 28, 2025 - Present and Approval Sale Results for: Permanent Improvement and Refunding Bonds, Series 2025, Certificates of Obligation, Series 2025A and Certificates of Obligation, Series 2025B (WSS Projects) • August 11, 2025 - Budget Discussion #3 - General Fund, Debt Service Fund • August 25, 2025 - Budget Discussion #4 - Follow-up discussion if needed • August 26, 2025 - Closing/Delivery of the following: Permanent Improvement and Refunding Bonds, Series 2025, Certificates of Obligation, Series 2025A and Certificates of Obligation, Series 2025B (WSS Projects) • September 8, 2025 -1st Reading of Budget, Property Tax Rate, Non -Development Fees, CIP Adoption • September 22, 2025 - 2nd Reading of Budget, Property Tax Rate, Non -Development Fees Please note the following: Projects assigned $1 in FY26 are ongoing projects that require a placeholder amount within the Capital Improvement Plan (CIP) period to ensure their inclusion in the FY26-FY30 CIP. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 8 Introduction Letter Introduction Letter The City of Pearland's Capital Improvement Program (CIP) has been developed to further our commitment to the citizens of Pearland by working to meet today's needs, as well as those of the future, by ensuring a sustainable infrastructure. From work on underground water and sewer lines to more visible projects such as street paving, street extensions, and new community facilities, the five-year CIP addresses the needs of the City through responsible City Government with a comprehensive and fiscally responsible approach. What is a Capital Improvement? Capital improvement is a major, non -routine expenditure for new construction, improvements to existing buildings, facilities, land, streets, storm sewers, and expansion of the City's park system, to name a few. A capital improvement project has a relatively high monetary value ($100,000+), long -life expectancy, and results in the creation of an asset or extends the life of existing assets. The cost of the capital improvement includes design, legal fees, land, operating equipment, furniture, construction, etc. that is necessary to put the asset into service. A capital improvement project is not the purchase of a piece of equipment such as a fire truck, vehicle, etc. What are the benefits of a Capital Improvement Program? A long-term capital improvement program has many obvious benefits derived from its organized approach to planning projects. The program can focus attention on community and City strategic priorities and needs, allowing projects to be prioritized based on need. The CIP can be an effective tool for achieving goals set forth in the City's Comprehensive Plan, as well as the City's various master plans. Through proper planning, the need for bond referendums, bond issuances or other revenue production measures can be foreseen, and action can be taken to fund the projects as identified. The development of a capital improvement program is a continual process and, consequently, should be viewed as a working document. Therefore, while the document covers a five-year planning perspective, it is revised every year to accommodate new projects, reflect changes in ongoing projects, and extend the program an additional year. The first year of the plan is incorporated into the annual budget to appropriate funds. Improvements identified in subsequent years are approved only on a planning basis and do not receive expenditure appropriation. Cost estimates for years two through five are also for planning purposes only, to be used in conjunction with the City's long-range financial plan for operations. Projects included in the five-year CIP are either City -managed projects or include just the City's share of projects that will be managed by other agencies. If an outside agency contributes funding directly to the City for a project that the City will manage, then that cost and funding are included in the project budgets. The five-year Capital Improvement Program includes all capital projects which are to be financed in whole or in part from funds subject to control or appropriation by the City. Therefore, the CIP includes bond appropriations (general obligation, certificates of obligation and revenue bonds), General Revenue - Cash, Economic Development Corporation Sales Tax, System Revenues - Cash, Impact Fees, Developer Contributions, and any Federal, State or private foundation grant funds received by the City for capital improvement projects. The City considers input from the citizens, the Planning and Zoning Commission, City staff members, and master plans in the preparation of the Capital Improvement Program. A project list is compiled, prioritized by year, and cost estimates assigned. The Office of Management and Budget, in coordination with the Finance Department, also looks at the overall effect of projects, including the need to issue debt, potential impact on the tax rate, and operations and maintenance impact on the City. The City Council, through workshops, reviews the draft with any recommended changes incorporated into the final document. A final draft of the five-year CIP is then prepared for Council consideration and approval. Upon Council adoption, the five-year CIP document is reproduced and distributed for implementation of the program. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 9 Capital Improvement Plan FY 26-30 Proposed Capital Improvement Plan I Pearland Page 10 One Year Plan One Year Plan This is the capital requested for all types of projects that will start or continue in FY26. Please note that capital requests and funding may not always align due to the multi -year nature of some projects. FY26 Total Capital Requested $173,975,458 FY26 Total Funding Requested $212,251,907 FY26 Total Funding Requested by Source • 2007 & 2019 GO Bonds • 2023 General Obligation Bonds Certificates of Obligation • General Revenue - Cash General Revenue -Cash • HGAC-TIP • Impact Fees - Cash • Impact Fees - Debt Impact Fees -Debt Other Funding Sources PEDC • TIRZ Reimbursable Debt • W/S Certificates of Obligation • W/S Revenue Bonds W/S Revenues - Cash $3 $54,680,148 $12,584,883 $0 $274,005 $6,684,126 $0 $0 S21,618,500 $18,173,010 $17,143,721 $1 $80,468,507 $1 $625,002 0.00% 25.76% 5.93% 0.00% 0.13% 3.15% 0.00% 0.00% 10.19% 8.56% 8.08% 0.00% 37.91% 0.00% 0.29% FY 26-30 Proposed Capital Improvement Plan I Pearland Page 11 One Year Plan FY26 Total Funding Requested by Department 2026 • 100 - Administration • 300 - PW Engineering & Capital Projects 305 - Public Works • 305 - Traffic Management 311 - Streets • 312 - Drainage • 314 - Utilities Department • 345 - Capital Projects 355 - Wastewater Treatment 365 - Water Production 540 - Parks S1 0.00% $102,097,790 58.69% $300,000 $920,000 $1,411,505 $49,587,150 $550,000 $9,959,011 $8,150,000 $1,000,000 $1 FY26 Capital Cost Breakdown 0.17% 0.53% 0.81% 28.50% 0.32% 5.72% 4.68% 0.57% 0.00% 0 $20M $40M $60M $80M $100M • Capital Costs • Operational Costs $174M $120M $140M $160M $180M $200M $173,975,458 99.85% $261,792 0.15% FY 26-30 Proposed Capital Improvement Plan I Pearland Page 12 Multi -Year Plan Capital Improvement Multi -Year Plan FY26 - FY30 Total Funding Requested by Department (including Historical Budgeted, Future Budgeted) $600M $504M $400M $200M 0 $174M $177M Historical Budgeted 2026 $62M $88M $51n4 $7M 2027 2028 Funding by Department Totals (all years) • 100 - Administration • 300 - PW Engineering & Capital Projects 305 - Public Works • 305 - Traffic Management 311 - Streets • 312 - Drainage • 314 - Utilities Department • 330 - Facilities Management 345 - Capital Projects 355 - Wastewater Treatment 365 - Water Production • 540 - Parks 2029 54,625,000 0.43% $630,312,275 59.28% $2,250,000 $920,000 534,655,500 $66,575,400 $6,050,000 $1,235,000 5287,466,343 $16,603,000 $11,850,000 $790,000 0.21% 0.09% 3.26% 6.26% 0.57% 0.12% 27.03% 1.56% 1.11% 0.07% 2030 Future Budgeted FY 26-30 Proposed Capital Improvement Plan I Pearland Page 13 Multi -Year Plan FY26 - FY30 Total Funding Requested by Source (including Historical Budgeted, Future Budgeted) $600M $455M $400M $200M 0 $212M $190M $61M $88M $51M $7M Historical Budgeted 2026 2027 2028 Funding by Source Totals (all years) • 2007 & 2019 GO Bonds • 2023 General Obligation Bonds Certificates of Obligation • General Revenue - Cash General Revenue -Cash • HGAC-TIP • Impact Fees - Cash • Impact Fees - Debt Impact Fees -Cash Impact Fees -Debt Other Funding Sources • PEDC • TIRZ Reimbursable Debt • Unfunded Future GO Bond Package W/S Certificates of Obligation • W/S Revenue Bonds W/S Revenues - Cash 2029 $45,003,154 $160,205,366 $119,478,016 $0 $7,959,747 $15,251,782 $0 $0 $700,000 $111,184,632 $57,895,057 $25,143,719 518,364,000 $74,270,000 4.23% 15.05% 11.22% 0.00% 0.75% 1.43% 0.00% 0.00% 0.07% 10.44% 5.44% 2.36% 1.72% 6.98% $415,732,519 39.05% $9,800,026 0.92% $3,681,500 0.35% 2030 Future Budgeted FY26 - FY30 Capital Cost Breakdown (including Historical Budgeted, Future Budgeted) Historical Budgeted $504M 2026 $174M 2027 $178M 2028 $64M 2029 $90M 2030 $53M Future Budgeted I $7M 0 $50M $100M $150M $200M $250M $300M $350M $400M $450M $500M $55... Capital Cost Totals (all years) • Capital Costs • Operational Costs $1,063,332,518 99.31% $7,368,878 0.69% FY 26-30 Proposed Capital Improvement Plan I Pearland Page 14 Project Types Capital Improvement Plan - Project Types FY26 - FY30 Capital Costs By Project Type (including Historical Budgeted, Future Budgeted) 1.06B • Drainage • Facilities Parks • Streets Wastewater • Water $154,348,696 14.52% $182,070,053 17.12% $55,103,124 5.18% $138,002,223 12.98% $406,874,172 38.26% 5126,934,250 11.94% Drainage Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total DR190 DR1904-West $10,927,404 4 Lea Subdivision Drainage Improvement s DR190 DR1905- $4,624,999 5 Hickory Slough Regional Detention Pond DR210 DR2102- $810,205 2 Brookland Acres Drainage Improvement s DR210 DR2103- $2,126,803 3 Garden Road/O'Day Road Drainage Improvement s DR210 DR2104- $272,180 4 Woody Road Drainage Improvement s $1 $0 $0 S0 $0 $0 $10,927,405 $1 $0 $0 $0 $0 $0 $4,625,000 $1 $0 $0 $0 $0 $0 5810,206 $1 $0 $0 $0 $0 $o $2,126,804 $1 $0 $0 $0 $0 $0 $272,181 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 15 Project Types Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total DR23 01 DR23 03 DR23 04 DR23 05 DR23 06 DR23 07 DR24 01 DR24 02 DR24 03 DR24 07 DR2301 - Hickory Slough Sportsplex Detention Pond Ph 2 DR2303 - Master Drainage Plan Update DR2304 - Hickory Slough Detention Storm Water Pump Station Generator DR2305 - Veterans Drainage Improvement s DR2306 - Longwood Park (Roadside Ditch and Culvert) DR2307 - Southwest Quadrant of Old Town (McLean to SH35 South of Broadway) DR2401 - Shady Crest and Creek View Subdivision Drainage Improvement DR2402 - Hickory Creek Subdivision Drainage Improvement DR2403 - Garden Acres Subdivision Drainage Improvement s DR2407 - Herridge Miller/Brookla nd Acre Subdivision $4,259,999 Si So So So So $0 $4,260,000 $765,000 $435,000 $0 $0 $0 $0 $0 $1,200,000 $931,999 $1 $0 $0 $0 $0 $2,185,854 59,144,146 $660,000 $8,480,000 $835,000 $9,408,000 $1,530,000 $14,550,000 $4,729,999 $0 $932,000 $0 $0 $0 $0 $0 $11,330,000 $0 $0 $0 $0 $0 $9,140,000 $0 $0 $0 $0 $0 $10,243,000 $0 $0 So $o $0 $16,080,000 $1 $0 $0 $0 $0 $0 $4,730,000 $561,000 $3,530,000 $1,309,999 $0 $0 $o So $o $4,091,000 $1 $0 $0 SO $0 $0 $1,310,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 16 Project Types Project No. / Category Drainage Improvement DR24 DR2408 - $638,399 $1 $0 $o So So $0 $638,400 08 Hickory Slough Embankment Slope Replacement DR241 D R2410 - $99,999 $1 $0 $0 $0 $0 $0 5100, 000 0 Shadow Creek Ranch - Ocean Point Ct 100 Year Overflow at Cul-De-Sac DR25 DR2501-Pine $0 $1,480,000 $4,745,000 $0 So $0 $0 $6,225,000 01 Hollow Drainage Improvement s DR25 DR2502-Fite $0 $3,151,000 $6,943,300 $0 $0 $0 $0 $10,094,300 02 Rd Drainage Improvement (Cullen to Harkey) DR25 DR2503- $0 $4,178,000 $20,654,400 $0 $0 $0 $0 $24,832,400 03 Harkey Road Drainage (Broadway to Mary's Creek) DR26 DR2601-Isla $0 $704,000 $4,710,000 $0 $0 $0 $0 $5,414,000 01 Dr., N Galveston, Cheryl Dr. Drainage Improvement s DR26 D R2602 - E. $0 $290,000 $1,600,000 $0 $0 $0 $0 $1,890,000 02 Plum Drainage (Old Alvin to Schlieder Dr) DR26 D R2603 - $0 $486,000 $4,684,000 $0 $0 $0 $0 $5,170,000 03 Hatfield Road Drainage (FM 518 to Hickory Slough) DR26 DR2604- $0 $1,275,000 $0 $0 $0 $0 $0 $1,275,000 04 Hatfield Rd South Drainage DR27 DR2701- $0 $0 $266,500 $1,169,500 $0 $0 $0 $1,436,000 01 Wagon Trail Road (South of Fite to Mary's Creek) DR27 DR2702-Fite $0 $0 $850,000 $7,071,000 $0 $0 $0 $7,921,000 02 Road Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total FY 26-30 Proposed Capital Improvement Plan I Pearland Page 17 Project Types Project No. / Historical Category Budgeted Drainage (Harkey to McLean) DR27 DR2703- SO So $580,000 $6,695,000 So So So $7,275,000 03 Tranquility Lakes Detention Pump Station Rehabilitation and Generator Total Drainage $7,268,839 67,111,157 $5,033,200 $4,935,500 $ 0 6 $54,348,696 FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total Facilities Project No. / Historical Category Budgeted Future FY2026 FY2027 FY2028 FY2029FY2030 Budgeted Total FA180 FA1804- Fire $1,725,000 $100,000 $15,936,000 $0 $0 $0 So $17,761,000 4 Station #7 - Bailey Road FA190 FA1902- $2,423,800 $1,174,050 $29,471,000 $0 $0 $0 $0 $33,068,850 2 Orange Street Service Center Phase 2 FA20 FA2002-Fire $575,000 $0 $0 $1,300,000 $17,610,000 $0 $0 $19,485,000 02 Station #6 (Formerly Fire Station #11) - County Road 100 FA210 FA2104 - Fire $583,746 $1 $0 $0 $0 $0 $0 $583,747 4 Station #3 (HVAC) Repairs FA210 FA2106- $28,474,999 $1 $0 $0 $0 $0 SO $28,475,000 6 Hillhouse Road Annex Phase II FA210 FA2107- $5,068,999 $1 SO $0 $0 $0 $0 $5,069,000 7 Water Operations Building (Alice St.) FA22 FA2203- $5,398,999 $1 $0 $0 $0 $0 $0 $5,399,000 03 Natatorium Air -Handling Replacement FA22 FA2205- $0 $1,972,000 $0 SO SO $0 $0 $1,972,000 05 Reflection Bay WRF Fuel Island FA24 FA2401- West $154,699 $1 $0 $0 $0 $0 $0 $154,700 01 Pearland Community Center HVAC Replacement FA24 FA2405- $6,500,000 $0 $0 $9,800,000 $45,560,000 $0 $0 $61,860,000 05 Public Safety rFY 26-30 Proposed Capital Improvement Plan I Pearland Page 18 Project Types Project No. / Historical Future FY2026 FY2027 FY2028 FY2029FY2030 Total Category Budgeted Budgeted Training Complex FA241 FA2410- $2,378,755 $1 $0 SO SO SO SO $2,378,756 0 Emergency Distribution Warehouse FA25 FA2501- $339,999 $1 $0 $0 $0 $0 $0 $340,000 01 Knapp Activity Center Air Conditioning and Building Automation System Integration FA25 FA2502-Fiber $0 $274,000 $o $0 SO So So $274,000 02 Backbone (Cullen Parkway from Hughes Ranch Road to McHard) FA25 FA2505- $89,999 $1 $0 $0 $o $o So $90,000 05 Stella Roberts Recycling Center HVAC Replacement FA26 FA2601-Fiber SO $0 $620,000 $0 $o $o So $620,000 01 Backbone Magnolia (Business Center to Kirby Water Plant) FA27 FA2701-Stella $0 $0 $0 $684,000 $0 $0 $o $684,000 01 Roberts Recycling Center Roof and Gutter Replacement FA27 FA2702-Fiber SO $o $0 $1,235,000 $0 $0 S0 $1,235,000 02 Backbone (Dixie Farm from Broadway to Main) FA28 FA2802- So $0 $0 $2,620,000 $0 So $0 $2,620,000 02 Public Safety Building Roof Replacement Total Facilities 83,713,995 $,520,058 $6,027,000 $5,639,000 $3,170,000 9 0 $82,070,053 Parks Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total PK190 PK1904 - Clear 4 Creek Trail $1,150,000 $9,065,000 $0 $0 $0 $0 $0 $10,215,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 19 Project Types Project No. / Category (Barry Rose WRFto UHCL) PK230 PK23O1- Park $453,404 Si $0 $0 $0 $0 $0 $453,405 1 Equipment Recapitalization Program PK240 PK24O2- S0 $16,708,719 $0 $0 $0 $0 $0 $16,708,719 2 Hickory Slough Sportsplex Phase II PK250 PK25O1- $0 $2,255,000 $13,726,000 $0 $0 $0 $0 $15,981,000 1 Independence Park Phase II PK25O PK2503-Clear $1,500,000 $100,000 $9,105,000 $0 SO So So $10,705,000 3 Creek Trail Segment 5 PK25O PK25O4- $789,999 $1 $0 $0 $0 $0 $0 $790,000 4 Centennial Park Storage Building PK27O PK27O1- PER $0 $0 $250,000 $0 $0 $0 $0 $250,000 1 for Future Bond Referendum Total Parks 8,893,403 $8,128,721 $3,081,000 $ e e e $5,103,124 Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total Streets Project No. / Historical Future FY2026 FY2027 FY2028 FY2029 FY2030 Total Category Budgeted Budgeted TR060 TR0601- $12,337,723 $0 $20,800,000 $0 $0 $0 $0 $33,137,723 1 Mykawa Road Widening - BW8 to FM 518 TR1501 TR1501- Smith $13,695,999 S1 SO So SO SO $0 $13,696,000 Ranch Road Extension (CR 94) - Hughes Ranch Road to Broadway TR190 TR1904-Bailey $18,457,999 $1 $0 $0 $0 $0 So $18,458,000 4 Road Expansion - Veterans Dr to Main TR190 TR1905- $8,081,999 $1 SO $0 $0 So So $8,082,000 5 Shadow Creek Parkway Landscaping, Street Lighting, & Sidewalks TR200 TR2001- $1,833,999 $1 $0 $0 $0 $0 $0 $1,834,000 1 Pearland Parkway at Broadway Intersection Improvements TR2101 TR2101- $999,999 $1 So So $o So $o $1,000,000 Broadway FY 26-30 Proposed Capital Improvement Plan I Pearland Page 20 Project Types Project No. / Category Expansion Phasel (SH 288 to Old Chocolate Bayou) TR210 TR2103- $10,393,999 $1 $o So So $o So $10,394,000 3 Intersection Improvements in Shadow Creek Ranch TR220 TR2203- $499,999 $1 S0 $0 So So So $500,000 3 Median Landscaping on Kingsley& Kirby TR230 TR2301- $260,000 $1,638,000 $o $o $o $o $o $1,898,000 1 Pearland Parkway at Barry Rose Intersection Improvements TR230 TR2302-Street S8,180,000 $1,030,000 So So So So $0 $9,210,000 2 Reconstruction -Sherwood TR230 TR2303- $12,245,999 $1 $0 $0 $0 $0 $0 $12,246,000 3 Hughes Road (Pearland Parkway to City of Pearland City Limit) TR240 TR2401- $6,600,000 $4,400,000 $4,400,000 $0 $0 $0 $0 $15,400,000 1 Concrete Sidewalk Gaps and Replacement TR240 TR2402 - Dixie $979,999 $1 So So So So So $980,000 2 Farm Road at Hastings Friendswood Road Intersection Improvements TR250 TR2502- $6,999,999 $1 $o So So So So $7,000,000 2 Broadway Expansion Phase 2 - Old Chocolate Bayou to McLean Rd. TR251 TR2510- $100,000 $700,000 $o $o So $o So $800,000 0 Pearland Parkway Bridge Soil Erosion Repair (at Clear Creek) TR260 TR2601- Barry $0 $1,565,000 $0 $0 $0 $0 $0 $1,565,000 1 Rose Masonry Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total FY 26-30 Proposed Capital Improvement Plan I Pearland Page 21 Project Types Project No. / Historical Future FY2026 FY2027 FY2028 FY2029 FY2030 Total Category Budgeted Budgeted Wa l l Replacement TR260 TR2603 - Traffic $0 $920,000 $0 $0 $0 $0 $0 $920,000 3 Signal at Kingsley/CR48 TR260 TR2604- So $381,500 $o $0 So $o So $381,500 4 TxDOT Traffic Signal Upgrade along SH35 TR270 TR27O5-PER SO $0 $500,000 $0 So So SO $500,000 5 for Future Bond Referendum - Streets Total Streets $01,667,713 $0,634,510 $5,700,000 0 0 0 0 $38,002,223 Wastewater Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted WW15 WW1502 - 02 Barry Rose WRF Replacement and Expansion WW1 WW1906 - 906 Longwood Water Reclamation Facility Decommissio ping WW2 WW2006 - 006 Mykawa Road Sewer Relocation - Jasmine to S Orange Circle WW21 WW2104 - FM 04 518 Wastewater Utility Relocations - SH288 to Old Chocolate Bayou WW2 WW2303 - 303 Dixie Farm North Regional Lift Station Rehabilitation WW2 WW2401 - 401 Barry Rose Gravity Sewer - Plum from Galveston to $229,379,999 $38,072,999 $377,999 $6,799,999 Si $0 $0 S0 $0 $0 $1 $0 $0 SO $0 $0 Si $0 $0 $0 $0 $0 Si SO SO $0 $0 $0 $3,317,000 $1,530,000 $2,853,000 $8,150,000 $0 $0 $0 $0 $0 $0 $0 $o So So i' FY 26-30 Proposed Capital Improvement Plan I Pearland Page 22 Project Types Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Barry Rose WRF WW2 WW2402- $820,000 $3,780,000 $0 $0 $0 $0 $0 402 Riverstone Ranch Regional Lift Station Capacity Expansion WW2 WW2403- $64,000 $710,000 $0 $0 $0 $0 $0 403 Lakes of Country Place Lift Station Rehabilitation WW2 WW2404- $1,200,000 $1,250,000 SO SO $0 $0 $0 404 Southdown Lift Station Rehabilitation WW2 WW2405- $805,171 54,570,000 $0 $0 $0 $0 $0 405 Shady Crest and Creek View Subdivision Sanitary Sewer Rehabilitation WW2 WW2406- $371,000 $1,060,000 SO $0 $0 SO $0 406 Whispering Winds Lift Station Relocation WW2 WW2407- $592,999 $1 $0 $0 $0 $0 $0 407 Wooten Road Lift Station Decommissio ping WW2 WW2408- $1,600,000 $7,961,000 $0 $0 $0 $0 $0 408 Sanitary Sewer Rehabilitation - Longwood Service Area (LW -03) WW2 WW2501- $1,362,000 $3,920,000 $0 $0 $0 $0 SO 501 SanitarySewer Rehabilitation - Longwood Service Area (LW -04) WW2 WW2502- So $0 So $1,708,000 $0 $0 $0 502 Green Tee IV Lift Station Rehabilitation WW2 WW2503- $0 $462,000 $1,628,000 $0 $0 $0 SO 503 Sunset Meadows Lift Station Rehabilitation WW2 WW2504 - SO $1,335,000 $0 $0 $0 $0 $0 504 Green Tee III FY 26-30 Proposed Capital Improvement Plan I Pearland Page 23 Project Types Project No. / Category Lift Station Rehabilitation WW2 WW2507 - 507 Kirby North Regional Lift Station Rehabilitation WW2 WW2508 - 508 Waste Water Master Plan Update WW2 WW2603 - 603 Green Tee I Lift Station WW2 WW2604 - 604 Oakbrook Estates Lift Station Replacement WW2 WW2608 - 608 Sunset Lakes Lift Station Rehabilitation WW2 WW2609 - FM 609 518 Utility Relocations Phase 2 (Old Chocolate Bayou to McLean) WW2 WW2611 - 611 JHECOdor Control System WW2 WW2612 - 612 W WTPs Asset Management Plan WW2 WW2613 - 613 Woodthrush Regional Lift Station Rehabilitation WW2 WW2614 - 614 Assessment and Rehabilitation of Pearland's Wastewater Treatment Plants WW2 WW2701 - 701 Towne Lake Lift Station Rehabilitation WW2 WW2702 - 702 Pine Hollow Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted $278,000 $1,740,000 $0 $0 $0 $0 $0 So $625,000 $0 S0 S0 $0 $0 $0 $0 $751,000 $2,340,000 $0 $0 $0 $0 $1,540,000 $0 $0 $0 $0 $0 $0 $0 $0 $222,000 $1,550,000 $0 $0 So $6,800,000 $o So So $o So $0 $300,000 $1,950,000 $0 $0 $0 $0 $0 $500,000 $2,500,000 $3,000,000 $0 $0 $0 $0 $522,000 $3,413,000 $0 $0 $0 $0 $0 $550,000 $5,500,000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1 $1,599,999 $0 So $0 $0 $0 $1 S1,010,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 24 Project Types Project No. / Category Lift Station Rehabilitation WW2 WW2704 - 704 Clear Creek Park Lift Station Rehabilitation WW2 WW2705 - 705 Country Place Lift Station Rehabilitation WW2 WW2707 - 707 Walmart Lift Station Rehabilitation WW2 WW2708 - 708 Hughes Ranch Road Gravity Sewer -Cullen to Stone WW2 WW2709 - 709 Crystal Lakes West Lift Station Rehabilitation WW2 WW2710- 710 Critical Lift Station Electrical Hardening Improvements WW2 WW2801- 801 Rustic Oak Elementary School Lift Station Rehabilitation WW2 WW2802 - 802 Westlea Lift Station Rehabilitation WW2 WW2901 - 901 Southdown Regional Lift Station & Force Main WW2 WW2902 - 902 Country Place Waste Water Line Replacement WW2 WW2903 - 903 Tower Bridge Lift Station Rehabilitation WW3 WW3001- 001 Villages of Edgewater Lift Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted $0 $0 $0 $350,000 $1,512,000 $0 $0 $0 $0 $379,000 $2,050,000 $0 $0 $0 $1,498,000 $1,852,000 $1,920,000 S0 $0 $0 $280,000 $2,457,000 $0 So So $o $0 $0 $0 $0 $0 $270,000 $1,638,000 $0 $0 $0 $0 $300,000 $5,300,000 $0 $0 $0 $0 $0 So $0 $0 5180,000 $715,000 $o so $0 $372,000 $900,000 $0 $0 $100,000 $0 $0 $0 $2,400,000 $16,400,000 $0 $0 $0 $0 $0 $1,150,000 $0 $0 $0 SO $0 $0 $100,000 $290,000 $550,000 $0 $0 $0 $0 $0 $100,000 $1,440,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 25 Project Types Project No. / Category Station Rehabilitation Total Wastewater $91,766,166 $7,305,005 $6,701,000 $9,747,000 8,965,000 $6,790,002 $,599,999 Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Project No. / Category (continued from above) Total WW1502 WW1906 WW2006 WW2104 WW2303 WW2401 WW2402 WW2403 WW2404 WW2405 WW2406 WW2407 WW2408 WW2501 WW2502 WW2503 WW2504 WW2507 WW2508 WW2603 WW2604 WW2608 WW1502 - Barry Rose WRF Replacement and Expansion WW1906 - Longwood Water Reclamation Facility Decommissioning WW2006 - Mykawa Road Sewer Relocation - Jasmine to S Orange Circle WW2104 - FM 518 Wastewater Utility Relocations - SH288 to Old Chocolate Bayou WW2303 - Dixie Farm North Regional Lift Station Rehabilitation WW2401- Barry Rose Gravity Sewer - Plum from Galveston to Barry Rose WRF $229,380,000 $38,073,000 $378,000 $6,800,000 $4,847,000 $11,003,000 WW2402 - Riverstone Ranch Regional Lift Station $4,600,000 Capacity Expansion WW2403 - Lakes of Country Place Lift Station Rehabilitation WW2404 - Southdown Lift Station Rehabilitation WW2405 - Shady Crest and Creek View Subdivision Sanitary Sewer Rehabilitation WW2406 - Whispering Winds Lift Station Relocation WW2407 - Wooten Road Lift Station Decommissioning WW2408 - Sanitary Sewer Rehabilitation - Longwood Service Area (LW -03) $774,000 $2,450,000 $5,375,171 $1,431,000 $593,000 $9,561,000 WW2501 - Sanitary Sewer Rehabilitation - $5,282,000 Longwood Service Area (LW -04) WW2502 - Green Tee IV Lift Station Rehabilitation WW2503 - Sunset Meadows Lift Station Rehabilitation WW2504 - Green Tee III Lift Station Rehabilitation WW2507 - Kirby North Regional Lift Station Rehabilitation WW2508 - Waste Water Master Plan Update WW2603 - Green Tee I Lift Station WW2604 - Oakbrook Estates Lift Station Replacement WW2608 - Sunset Lakes Lift Station Rehabilitation $1,708,000 $2,090,000 $1,335,000 $2,018,000 $625,000 $3,091,000 $1,540,000 $1,772,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 26 Project Types Project No./Category (continued from above) Total WW2609 WW2611 WW2612 WW2613 WW2614 W W2701 WW2702 WW2704 WW2705 WW2707 WW2708 WW2709 W W2710 WW2801 WW2802 WW2901 WW2902 WW2903 WW3001 Total Wastewater WW2609 - FM 518 Utility Relocations Phase 2 (Old $6,800,000 Chocolate Bayou to McLean) WW2611 - JH EC Odor Control System WW2612 - WWTPs Asset Management Plan WW2613 - Woodth rush Regional Lift Station Rehabilitation WW2614 - Assessment and Rehabilitation of Pea rland's Wastewater Treatment Plants WW2701-Towne Lake Lift Station Rehabilitation WW2702 - Pine Hollow Lift Station Rehabilitation WW2704 - Clear Creek Park Lift Station Rehabilitation WW2705 - Country Place Lift Station Rehabilitation WW2707 - Walmart Lift Station Rehabilitation WW2708 - Hughes Ranch Road Gravity Sewer - Cullen to Stone WW2709 - Crystal Lakes West Lift Station Rehabilitation WW2710 - Critical Lift Station Electrical Hardening Improvements WW2801- Rustic Oak Elementary School Lift Station Rehabilitation WW2802 - Westlea Lift Station Rehabilitation WW2901- Southdown Regional Lift Station & Force Main WW2902 - Country Place Waste Water Line Replacement WW2903 - Tower Bridge Lift Station Rehabilitation WW3001- Villages of Edgewater Lift Station Rehabilitation $2,250,000 $6,000,000 $3,935,000 $6,050,000 $1,600,000 $1,010,001 $1,862,000 $2,429,000 $1,498,000 $4,589,000 $3,828,000 $5,600,000 $895,000 $1,272,000 $18,900,000 $1,150,000 $940,000 $1,540,000 $06,874,172 Water Project No. / Historical Future FY2026 FY2027 FY2028 FY2029 FY2030 Category Budgeted Budgeted WA21 WA2103 - FM $0 66,745,000 S0 So S0 So So 03 518 Utility Relocations - SH288 to Old Chocolate Bayou WA22 WA2202- $285,000 $1,850,000 $0 $0 $0 $0 SO 02 McLean Water Production FY 26-30 Proposed Capital Improvement Plan I Pearland Page 27 Project Types Project No. / Historical Category Budgeted Facility Rehabilitation WA22 WA2203- S6,634,999 Si $o So So So SO 03 Green Tee Transite Pipe Water Line Replacement WA23 WA2301- $278,000 $3,200,000 $0 $0 S0 $0 $0 01 Liberty Water Production Facility Rehabilitation WA23 WA2304- $2,049,999 $1 $0 $0 $0 SO So 04 Sherwood Waterline Replacement WA23 WA2305- $841,999 $1 $0 $0 $0 $0 $0 05 Country Place Water Well Generator Replacement WA23 WA2306- $656,999 Si So So SO $0 So 06 Garden Water Well Generator WA24 WA2401- $309,000 $1,810,000 $0 $0 $0 $0 SO 01 Water Plant Chemical Containment Structures WA24 WA2402- $415,000 $0 $5,000,000 $0 $0 $0 $0 02 Wood Creek Transite Pipe Water Line Replacement WA24 WA2403- $1,170,000 So 53,760,000 $0 $0 $0 $o 03 Cullen Ground Storage Tank Replacement WA24 WA2404 - CR $374,999 $1 $0 $0 $0 So S0 04 100 Water Line - Harkey to Pearland Sites WA24 WA2405- $520,000 $5,830,000 $0 $0 $0 $0 $0 05 Creekview and Shadycrest Transite Pipe Water Line Replacement WA25 WA2501- $649,999 Si $0 $0 $0 $0 $0 01 Water Master Plan Update WA25 WA2502- $335,000 $0 $0 $1,350,000 $0 $0 $0 02 Kirby Elevated and Ground Storage Tank Rehabilitation WA25 WA2503- $400,000 $0 $0 $3,084,000 $0 $0 $0 03 Sleepy Hollow FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted FY 26-30 Proposed Capital Improvement Plan I Pearland Page 28 Project Types Project No. / Historical Category Budgeted Small Waterline Replacement WA25 WA25OS- $530,000 $3,380,000 $0 $0 $0 $0 $0 05 Mykawa Road Transite Pipe and Water Line Replacement WA25 WA2506- $299,999 $1 $0 $0 $0 $0 $0 06 Pump, VFD and Motor Condition Assessment WA25 WA2509- $0 $2,500,000 $0 $0 $0 $0 $0 09 Southwest Quadrant of Old Town Transite Water Line Replacement (McLean to SH35 South of Broadway) WA26 WA2601-Alice $0 $236,000 $1,215,000 $0 $0 $0 $0 01 Elevated & Ground Storage Tank Rehabilitation WA26 WA2607- $0 $725,000 $3,228,750 $0 $0 $0 $0 07 Surface Water Treatment Plant - Plant Redundancy Improvement WA26 WA2609- So $1,000,000 $6,100,000 $0 $0 $0 $o 09 Alice WTP New 5 MG GST WA27 WA2701- So So So S0 S308,000 $790,000 $0 01 Towne Lakes Water Quality Program WA27 WA2702- $0 $0 $0 $350,000 $500,000 $0 $0 02 Magnolia Water Production Facility Rehabilitation WA27 WA2704- $0 $0 $150,000 $400,000 $0 $0 $0 04 Country Place Well Facility Rehabilitation WA27 WA2705- So $0 $700,000 $3,500,000 $0 $0 $0 05 Garden Well New1MG GST WA28 WA2801- $0 $0 $0 $0 $1,039,500 $9,000,000 $0 01 Alexander Landing, FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted FY 26-30 Proposed Capital Improvement Plan I Pearland Page 29 Project Types Project No. / Historical Category Budgeted Banbury Cross & Whispering Winds Transite Pipe Water Line Replacement WA28 WA2804 - 04 Dixie Hollow Subdivision Transite Pipe Water Line Replacement WA29 WA2901- Park 01 View Transite Pipe Water Line Replacement WA29 WA2902 - 02 Southdown Transite Pipe Water Line Replacement WA29 WA2903 - 03 Country Place Transite Pipe Water Line Replacement WA29 WA2904 - 04 Liberty Dr & John Lizer Transite Pipe Water Line Replacement WA30 WA3001 - 01 Lakes of Edgewater Estates Water Quality Program WA30 WA3002 - 02 West Oaks and West Oaks Village Water Quality Program Total Water FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted $80,000 S0 S0 $2,100,000 S0 $0 S0 $0 $0 $700,000 $0 $0 $6,300,000 $0 $0 $0 $0 $0 $1,980,000 $15,000,000 So So $o So So $1,150,000 $9,775,000 $0 so $0 $0 So $300,000 $2,808,000 So $0 $0 $0 $0 $0 $350,000 $830,000 $0 $0 $0 $0 $0 $399,000 $1,660,000 $5,830,993 $7,276,007 $0,153,750 $1,934,000 $4,602,500 $4,647,000 $,490,000 Project No. / Category (continued from above) Total WA2103 WA2103 - FM 518 Utility Relocations - SH288 to Old Chocolate Bayou WA2202 WA2202 - McLean Water Production Facility Rehabilitation WA2203 WA2203 - Green Tee Transite Pipe Water Line Replacement WA2301 WA2301- Liberty Water Production Facility Rehabilitation $6,745,000 $2,135,000 $6,635,000 $3,478,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 30 Project Types Project No. / Category (continued from above) Total WA2304 WA2305 WA2306 WA2401 WA2402 WA2403 WA2404 WA2405 WA2501 WA2502 WA2503 WA2505 WA2506 WA2509 WA2601 WA2607 WA2609 WA2701 WA2702 WA2704 WA2705 WA2801 WA2304 - Sherwood Waterline Replacement WA2305 - Country Place Water Well Generator Replacement WA2306 - Garden Water Well Generator WA2401- Water Plant Chemical Containment Structures WA2402 - Wood Creek Transite Pipe Water Line Replacement WA2403 - Cullen Ground Storage Tank Replacement WA2404 - CR 100 Water Line - Harkey to Pearland Sites WA2405 - Creekview and Shadycrest Transite Pipe Water Line Replacement $2,050,000 $842,000 $657,000 $2,119,000 $5,415,000 $4,930,000 $375,000 $6,350,000 WA2501- Water Master Plan Update $650,000 WA2502 - Kirby Elevated and Ground Storage $1,685,000 Tank Rehabilitation WA2503 - Sleepy Hollow Small Waterline Replacement WA2505 - Mykawa Road Transite Pipe and Water Line Replacement WA2506 - Pump, VFD and Motor Condition Assessment WA2509 - Southwest Quadrant of Old Town Transite Water Line Replacement (McLean to SH35 South of Broadway) WA2601-Alice Elevated & Ground Storage Tank Rehabilitation WA2607 - Surface Water Treatment Plant - Plant Redundancy Improvement WA2609 - Alice WTP New 5 MG GST WA2701-Towne Lakes Water Quality Program WA2702 - Magnolia Water Production Facility Rehabilitation WA2704 - Country Place Well Facility Rehabilitation WA2705-Garden Well New1MG GST WA2801-Alexander Landing, Banbury Cross & Whispering Winds Transite Pipe Water Line Replacement WA2804 WA2804 - Dixie Hollow Subdivision Transite Pipe Water Line Replacement WA2901 WA2901- Park View Transite Pipe Water Line Replacement $3,484,000 $3,910,000 $300,000 $2,500,000 $1,451,000 $3,953,750 $7,100,000 $1,098,000 $850,000 $550,000 $4,200,000 $10,039,500 $2,180,000 $7,000,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 31 Project Types Project No. / Category (continued from above) Total WA2902 WA2902 - Southdown Transite Pipe Water Line Replacement WA2903 WA2903 - Country Place Transite Pipe Water Line Replacement WA2904 WA2904 - Liberty Dr &John LizerTransite Pipe Water Line Replacement WA3001 WA3001- Lakes of Edgewater Estates Water Quality Program WA3002 WA3002 - West Oaks and West Oaks Village Water Quality Program $16,980,000 $10,925,000 $3,108,000 $1,180,000 $2,059,000 Total Water $26,934,250 01044 FY 26-30 Proposed Capital Improvement Plan I Pearland ASP - Page 32 Capital Projects Capital Projects Capital Projects Project No. / Project Name Years DR1904 DR1904 - West Lea Subdivision 2026 Drainage Improvements DR1905 DR1905 - Hickory Slough 2026 Regional Detention Pond DR2102 DR2102 - Brookland Acres 2026 Drainage Improvements DR2103 DR2103 - Garden Road/O'Day 2026 Road Drainage Improvements DR2104 DR2104 - Woody Road Drainage 2026 Improvements DR2301 DR2301 - Hickory Slough 2026 Sportsplex Detention Pond Ph 2 DR2303 DR2303 - Master Drainage Plan 2026 Update DR2304 DR2304 - Hickory Slough 2026 Detention Storm Water Pump Station Generator DR2305 DR2305 - Veterans Drainage 2026 Improvements DR2306 DR2306 - Longwood Park 2026 (Roadside Ditch and Culvert) DR2307 DR2307 - Southwest Quadrant 2026 of Old Town (McLean to SH35 South of Broadway) DR2401 DR2401 - Shady Crest and Creek 2026 View Subdivision Drainage Improvement DR2402 DR2402 - Hickory Creek 2026 Subdivision Drainage Improvement DR2403 DR2403 - Garden Acres 2026 Subdivision Drainage Improvements DR2407 DR2407 - Herridge 2026 Miller/Brookland Acre Subdivision Drainage Improvement DR2408 DR2408 - Hickory Slough 2026 Embankment Slope Replacement DR2410 DR2410 - Shadow Creek Ranch - 2026 Ocean Point Ct 100 Year Overflow at Cul-De-Sac DR2501 DR2501 - Pine Hollow Drainage 2026 - Improvements 2027 DR2502 DR2502 - Fite Rd Drainage 2026 - Improvement (Cullen to Harkey) 2027 Departments Type 300 - PW Engineering & Capital Drainage Projects 100 - Administration 345 - Capital Projects 345 - Capital Projects 345 - Capital Projects 312 - Drainage 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 312 - Drainage 312 - Drainage 312 - Drainage 312 - Drainage 312 - Drainage 312 - Drainage 312 - Drainage 312 - Drainage Drainage Drainage Drainage Drainage Drainage Drainage Drainage Total $1 $1 $1 Drainage $9,144,146 Drainage $8,480,000 Drainage $9,112,000 Drainage $14,252,000 Drainage $1 Drainage $3,530,000 Drainage Drainage 300 - PW Engineering & Capital Drainage Projects $1 $1 $1 300 - PW Engineering & Capital Drainage $6,225,000 Projects 300 - PW Engineering & Capital Drainage $10,094,300 Projects FY 26-30 Proposed Capital Improvement Plan I Pearland Page 33 Capital Projects Project No. / Project Name DR2503 DR2503 - Harkey Road Drainage (Broadway to Mary's Creek) DR2601 DR2601 - Isla Dr., N Galveston, Cheryl Dr. Drainage Improvements DR2602 DR2602 - E. Plum Drainage (Old Alvin to Schlieder Dr) DR2603 DR2603 - Hatfield Road Drainage (FM 518 to Hickory Slough) DR2604 DR2604 - Hatfield Rd South 2026 Drainage DR2701 DR2701 - Wagon Trail Road 2027 (South of Fite to Mary's Creek) DR2702 DR2702 - Fite Road Drainage (Harkey to McLean) DR2703 DR2703 - Tranquility Lakes Detention Pump Station Rehabilitation and Generator FA1804 FA1804 - Fire Station #7 - Bailey Road FA1902 FA1902 - Orange Street Service Center Phase 2 FA2002 FA2002 - Fire Station #6 2028 - (Formerly Fire Station #11) - 2029 County Road 100 FA2104 FA2104 - Fire Station #3 (HVAC) 2026 Repairs FA2106 FA2106 - Hillhouse Road Annex 2026 Phase II FA2107 FA2107 - Water Operations 2026 Building (Alice St.) FA2203 FA2203 - Natatorium Air- 2026 Handling Replacement FA2205 FA2205 - Reflection Bay WRF 2026 Fuel Island FA2401 FA2401- West Pearland 2026 Community Center HVAC Replacement FA2405 FA2405 - Public Safety Training 2028 - Complex 2029 FA2410 FA2410 - Emergency 2026 Distribution Warehouse FA2501 FA2501- Knapp Activity Center 2026 Air Conditioning and Building Automation System Integration FA2502 FA2502- Fiber Backbone (Cullen2026 Parkway from Hughes Ranch Road to McHard) FA2505 FA2505 - Stella Roberts 2026 Recycling Center HVAC Replacement FA2601 FA2601-Fiber Backbone 2027 Magnolia (Business Center to Kirby Water Plant) FA2701 FA2701 - Stella Roberts 2028 Recycling Center Roof and Years 2026 - 2027 2026 - 2027 2026 - 2027 2026 - 2027 2027 - 2028 2027 - 2028 2026 - 2027 2027 Departments 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 312 - Drainage 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 345 - Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 345 - Capital Projects 311 - Streets 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects Type Total Drainage $24,832,400 Drainage $5,414,000 Drainage $1,890,000 Drainage $5,170,000 Drainage $1,275,000 Drainage $1,436,000 Drainage $7,921,000 Drainage $7,275,000 Facilities $16,036,000 Facilities $29,459,560 Facilities $18,910,000 Facilities $1 Facilities $1 Facilities $1 Facilities $1 Facilities $1,340,500 Facilities $1 Facilities $55,360,000 Facilities $1 Facilities $1 Facilities $274, 000 Facilities $1 Facilities $620,000 Facilities $684, 000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 34 Capital Projects Project No. / Project Name Gutter Replacement FA2702 FA2702 - Fiber Backbone (Dixie 2028 Farm from Broadway to Main) FA2802 FA2802 - Public Safety Building 2028 Roof Replacement PK1904 PK1904 - Clear Creek Trail (Barry 2026 Rose WRF to UHCL) PK2301 PK2301 - Park Equipment 2026 Recapitalization Program PK2402 PK2402 - Hickory Slough 2026 Sportsplex Phase II PK2501 PK2501- Independence Park Phase II PK2503 PK2503 - Clear Creek Trail Segment 5 PK2504 PK2504 - Centennial Park Storage Building PK2701 PK2701 - PER for Future Bond 2027 Referendum TR0601 TR0601 - Mykawa Road 2027 Widening - BW8 to FM 518 TR1501 TR1501 - Smith Ranch Road 2026 Extension (CR 94) - Hughes Ranch Road to Broadway TR1904 TR1904 - Bailey Road Expansion 2026 - Veterans Dr to Main TR1905 TR1905 - Shadow Creek Parkway 2026 Landscaping, Street Lighting, & Sidewalks TR2001 TR2001 - Pearland Parkway at 2026 Broadway Intersection Improvements TR2101 TR2101 - Broadway Expansion 2026 Phase 1 (SH 288 to Old Chocolate Bayou) TR2103 TR2103 - Intersection 2026 Improvements in Shadow Creek Ranch TR2203 TR2203 - Median Landscaping 2026 on Kingsley & Kirby TR2301 TR2301 - Pearland Parkway at 2026 Barry Rose Intersection Improvements TR2302 TR2302 - Street Reconstruction - 2026 Sherwood TR2303 TR2303 - Hughes Road 2026 (Pearland Parkway to City of Pearland City Limit) TR2401 TR2401 - Concrete Sidewalk 2026 - Gaps and Replacement 2027 TR2402 TR2402 - Dixie Farm Road at 2026 Hastings Friendswood Road Intersection Improvements TR2502 TR2502 - Broadway Expansion 2026 Phase 2 - Old Chocolate Bayou to McLean Rd. Years Departments 2026 - 2027 2026 - 2027 2026 330 - Facilities Management 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 345 - Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 540 - Parks 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 311- Streets 300 - PW Engineering & Capital Projects 311- Streets 311 - Streets 300 - PW Engineering & Capital Projects 311- Streets 311- Streets 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects Type Total Facilities $1,235,000 Facilities $2,620,000 Parks $9,065,000 Parks $1 Parks $16,708,719 Parks $15,981,000 Parks $9,205,000 Parks $1 Parks $250,000 Streets $20,800,000 Streets $1 Streets $1 Streets $1 Streets $1 Streets $1 Streets $1 Streets $1 Streets $1,638,000 Streets $1,030,000 Streets $1 Streets $8,800,000 Streets $1 Streets $1 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 35 Capital Projects Project No. / Project Name Years TR2510 TR2510 - Pearland Parkway 2026 Bridge Soil Erosion Repair (at Clear Creek) TR2601 TR2601 - Barry Rose Masonry 2026 Wall Replacement TR2603 TR2603 - Traffic Signal at 2026 Kingsley/CR48 TR2604 TR2604 - TxDOT Traffic Signal 2026 Upgrade along SH35 TR2705 TR2705 - PER for Future Bond 2027 Referendum -Streets WA2103 WA2103 - FM 518 Utility 2026 Relocations - SH288 to Old Chocolate Bayou WA2202 WA2202 - McLean Water 2026 - Production Facility 2028 Rehabilitation WA2203 WA2203 - Green Tee Transite 2026 - Pipe Water Line Replacement 2028 WA2301 WA2301 - Liberty Water 2026 Production Facility Rehabilitation WA2304 WA2304 - Sherwood Waterline 2026 Replacement WA2305 WA2305 - Country Place Water 2026 - Well Generator Replacement 2028 WA2306 WA2306 - Garden Water Well 2026 Generator WA2401 WA2401 - Water Plant Chemical 2026 Containment Structures WA2402 WA2402 - Wood Creek Transite 2027 Pipe Water Line Replacement WA2403 WA2403 - Cullen Ground 2027 Storage Tank Replacement WA2404 WA2404 - CR 100 Water Line - 2026 Harkey to Pearland Sites WA2405 WA2405 - Creekview and 2026 Shadycrest Transite Pipe Water Line Replacement WA2501 WA2501 - Water Master Plan 2026 Update WA2502 WA2502 - Kirby Elevated and 2028 Ground Storage Tank Rehabilitation WA2503 WA2503 - Sleepy Hollow Small 2028 Waterline Replacement WA2505 WA2505 - Mykawa Road Transite 2026 Pipe and Water Line Replacement WA2506 WA2506 - Pump, VFD and Motor 2026 Condition Assessment WA2509 WA2509 - Southwest Quadrant 2026 of Old Town Transite Water Line Replacement (McLean to SH35 South of Broadway) WA2601 WA2601 - Alice Elevated & 2026 - Ground Storage Tank 2027 Departments 345 - Capital Projects 300 - PW Engineering & Capital Projects 305 - Traffic Management 311 - Streets 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 312 - Drainage 345 - Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 345 - Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 345 - Capital Projects 345 - Capital Projects 345 - Capital Projects 300 - PW Engineering & Capital Projects FY 26-30 Proposed Capital Improvement Plan I Pearland Type Total Streets $700,000 Streets $1,565,000 Streets $920,000 Streets $381,500 Streets $500,000 Water $6,021,000 Water $250,000 Water $1 Water $3,200,000 Water $1 Water $1 Water $1 Water $1,810,000 Water $4,915,000 Water $3,760,000 Water $1 Water $5,800,000 Water $1 Water $1,350,000 Water $3,084,000 Water $3,380,000 Water $1 Water $2,500,000 Water $1,451,000 Page 36 Capital Projects Project No. / Project Name Rehabilitation WA2607 WA2607 - Surface Water 2026 - Treatment Plant - Plant 2027 Redundancy Improvement WA2609 WA2609 - Alice WTP New 5 MG 2026 - G ST 2027 WA2701 WA2701 - Towne Lakes Water 2029 - Quality Program 2030 WA2702 WA2702 - Magnolia Water 2028 - Production Facility 2029 Rehabilitation WA2704 WA2704 - Country Place Well 2027 - Facility Rehabilitation 2028 WA2705 WA2705 - Garden Well New 1 MG 2027 - G ST 2028 WA2801 WA2801 - Alexander Landing, 2029 - Banbury Cross & Whispering 2030 Winds Transite Pipe Water Line Replacement WA2804 WA2804 - Dixie Hollow 2028 Subdivision Transite Pipe Water Line Replacement WA2901 WA2901 - Park View Transite 2029 - Pipe Water Line Replacement 2030 WA2902 WA2902 - Southdown Transite 2029 - Pipe Water Line Replacement 2030 WA2903 WA2903 - Country Place Transite 2028 - Pipe Water Line Replacement 2029 WA2904 WA2904 - Liberty Dr & John 2029 - Lizer Transite Pipe Water Line 2030 Replacement WA3001 WA3001 - Lakes of Edgewater Estates Water Quality Program WA3002 WA3002 - West Oaks and West Oaks Village Water Quality Program WW1502 WW1502 - Barry Rose WRF Replacement and Expansion WW1906 WW1906 - Longwood Water Reclamation Facility Decommissioning WW2006 WW2006 - Mykawa Road Sewer Relocation - Jasmine to S Orange Circle WW2104 WW2104 - FM 518 Wastewater Utility Relocations - SH288 to Old Chocolate Bayou WW2303 WW2303 - Dixie Farm North Regional Lift Station Rehabilitation WW2401 WW2401 - Barry Rose Gravity Sewer - Plum from Galveston to Barry Rose WRF WW2402 WW2402 - Riverstone Ranch Regional Lift Station Capacity Expansion WW2403 WW2403 - Lakes of Country 2026 Place Lift Station Rehabilitation Years Departments 300 - PW Engineering & Capital Projects 365 - Water Production 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 365 - Water Production 365 - Water Production 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 2030 300 - PW Engineering & Capital Projects 2030 300 - PW Engineering & Capital Projects 2026 - 2027 2026 345 - Capital Projects 345 - Capital Projects 2026 300 - PW Engineering & Capital Projects 2026 300 - PW Engineering & Capital Projects 2026 300 - PW Engineering & Capital Projects 2026 355 - Wastewater Treatment 2026 300 - PW Engineering & Capital Projects 345 - Capital Projects Type Total Water $3,953,750 Water $7,100,000 Water $1,098,000 Water $850,000 Water $550,000 Water $4,200,000 Water $10,039,500 Water $2,100,000 Water $7,000,000 Water $16,980,000 Water $10,925,000 Water $3,108,000 Water $350,000 Water $399,000 Wastewater$55 , 237 , 000 Wastewater $1 Wastewater $1 Wastewater $1 Wastewater $1,323,000 Wastewater $8,150,000 Wastewater $3,780,000 Wastewater $710,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 37 Capital Projects Project No. / Project Name Years Departments 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects WW2404 WW2405 WW2406 WW2407 WW2408 WW2501 WW2502 WW2503 WW2504 WW2507 WW2508 WW2603 WW2604 WW2608 WW2609 WW2611 WW2612 WW2613 WW2614 WW2701 2701 WW2702 WW2704 WW2705 WW2707 WW2708 WW2709 WW2404 - Southdown Lift 2026 Station Rehabilitation WW2405 - Shady Crest and 2026 Creek View Subdivision Sanitary Sewer Rehabilitation WW2406 - Whispering Winds 2026 Lift Station Relocation WW2407 - Wooten Road Lift 2026 Station Decommissioning WW2408 - Sanitary Sewer 2026 Rehabilitation - Longwood Service Area (LW -03) WW2501 - Sanitary Sewer 2026 Rehabilitation - Longwood Service Area (LW -04) WW2502 - Green Tee IV Lift 2028 Station Rehabilitation WW2503 - Sunset Meadows Lift 2026 - Station Rehabilitation 2027 WW2504 - Green Tee III Lift 2026 Station Rehabilitation WW2507 - Kirby North Regional 2026 Lift Station Rehabilitation WW2508 - Waste Water Master 2026 Plan Update WW2603 - Green Tee I Lift 2027 - Station 2028 WW2604 - Oakbrook Estates Lift 2026 Station Replacement WW2608 - Sunset Lakes Lift 2028 - Station Rehabilitation 2029 WW2609 - FM 518 Utility 2026 Relocations Phase 2 (Old Chocolate Bayou to McLean) WW2611 - JHEC Odor Control 2026 - System 2027 WW2612 - WWTPs Asset 2026 - Management Plan 2028 WW2613 - Woodthrush Regional 2026 - Lift Station Rehabilitation 2027 WW2614 - Assessment and 2026 - Rehabilitation of Pearland's 2027 Wastewater Treatment Plants WW2701 -Towne Lake Lift Station Rehabilitation WW2702 - Pine Hollow Lift Station Rehabilitation WW2704 - Clear Creek Park Lift Station Rehabilitation WW2705 - Country Place Lift Station Rehabilitation WW2707 - Walmart Lift Station Rehabilitation WW2708 - Hughes Ranch Road Gravity Sewer -Cullen to Stone WW2709 - Crystal Lakes West Lift Station Rehabilitation 345 - Capital Projects 345 - Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 345 - Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 305 - Public Works 300 - PW Engineering & Capital Projects 300 - PW Engineering & Capital Projects 314 - Utilities Department Type Total Wastewater $1,250,000 Wastewater $4,570,000 Wastewater $1,060,000 Wastewater $1 Wastewater $7,961,000 Wastewater $3,920,000 Wastewater $1,708,000 Wastewater $2,090,000 Wastewater $1,335,000 Wastewater $1,740,000 Wastewater $625,000 Wastewater $3,091,000 Wastewater $1,540,000 Wastewater $1,772,000 Wastewater $6,800,000 Wastewater $2,250,000 Wastewater $6,000,000 Wastewater $3,935,000 Wastewater $6,050,000 2030 300 - PW Engineering & Capital Wastewater Projects 2030 300 - PW Engineering & Capital Wastewater Projects 2028 - 300 - PW Engineering & Capital 2029 Projects 2027 - 300 - PW Engineering & Capital 2028 Projects 2028 300 - PW Engineering & Capital Projects 2027 - 300 - PW Engineering & Capital 2028 Projects 2028 - 300 - PW Engineering & Capital 2029 Projects $1 $1 Wastewater $1,862,000 Wastewater $2,429,000 Wastewater $1,498,000 Wastewater $2,737 , 000 Wastewater $1,908,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 38 Capital Projects Project No. / Project Name WW2710 WW2710 - Critical Lift Station Electrical Hardening Improvements WW2801 WW2801 - Rustic Oak Elementary School Lift Station 2029 Rehabilitation WW2802 WW2802 - Westlea Lift Station Rehabilitation WW2901 WW2901 - Southdown Regional Lift Station & Force Main WW2902 WW2902 - Country Place Waste Water Line Replacement WW2903 WW2903 - Tower Bridge Lift Station Rehabilitation WW3001 WW3001- Villages of Edgewater Lift Station Rehabilitation Years 2027 - 2028 Departments Type Total 355 - Wastewater Treatment Wastewater $5,600,000 2028 - 300 - PW Engineering & Capital Projects 2028 - 300 - PW Engineering & Capital 2029 Projects 2029 - 300 - PW Engineering & Capital 2030 Projects 2029 345 - Capital Projects 2029 - 300 - PW Engineering & Capital 2030 Projects 2030 300 - PW Engineering & Capital Projects Wastewater $895,000 Wastewater $1,272,000 Wastewater$18 , 800 , 000 Wastewater $1,150,000 Wastewater $390, 000 Wastewater $100,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 39 Drainage Drainage FY26 - FY30 Drainage Projects (including Historical Budgeted, Future Budgeted) $60M $40M $20M 0 $39M $57M $46M $14M ■ 0 0 0 Historical Budgeted 2026 2027 2028 2029 2030 Future Budgeted • DR1904 - West Lea Subdivision $10,927,405 7.04% Drainage Improvements • DR1905 - Hickory Slough Regional $4,625,000 2.98% Detention Pond DR2102 - Brookland Acres $810,206 0.52% Drainage Improvements • DR2103 - Garden Road/O'Day $2,126,804 1.37% Road Drainage Improvements DR2104 - Woody Road Drainage $272,181 0.18% Improvements • DR2301 - Hickory Slough $4,260,000 2.74% Sportsplex Detention Pond Ph 2 • DR2303 - Master Drainage Plan $1,200,000 0.77% Update • DR2304 - Hickory Slough $932,000 0.60% Detention Storm Water Pump Station Generator DR2305 - Veterans Drainage $11,330,000 7.30% Improvements DR2306 - Longwood Park $9,140,000 5.89% (Roadside Ditch and Culvert) DR2307 - Southwest Quadrant of $10,243,000 6.60% Old Town (McLean to SH35 South of Broadway) • DR2401 - Shady Crest and Creek $16,080,000 10.36% View Subdivision Drainage Improvement • DR2402 - Hickory Creek $5,440,000 3.50% Subdivision Drainage Improvement • DR2403 - Garden Acres $4,091,000 2.64% Subdivision Drainage Improvements FY 26-30 Proposed Capital Improvement Plan I Pearland Page 40 Drainage • DR2407-Herridge $1,499,000 0.97% Miller/Brookland Acre Subdivision Drainage Improvement • DR2408 - Hickory Slough $638, 400 0.41% Embankment Slope Replacement • DR2410 - Shadow Creek Ranch — $100,000 0.06% Ocean Point Ct 100 Year Overflow at Cul-De-Sac • DR2501- Pine Hollow Drainage $6, 225, 000 4.01% Improvements • DR2502 - Fite Rd Drainage $10, 094, 300 6.50% Improvement (Cullen to Harkey) • DR2503 - Harkey Road Drainage $24,832,400 16.00% (Broadway to Mary's Creek) • DR2601 - Isla Dr., N Galveston, $5,414,000 3.49% Cheryl Dr. Drainage Improvements • DR2602- E. Plum Drainage (Old $1,890,000 1.22% Alvin to Schlieder Dr) • DR2603 - Hatfield Road Drainage $5,170,000 3.33% (FM 518 to Hickory Slough) • DR2604- Hatfield Rd South $1,275,000 0.82% Drainage • DR2701 - Wagon Trail Road (South $1,436,000 0.92% of Fite to Mary's Creek) • DR2702 - Fite Road Drainage $7, 921, 000 5.10% (Harkey to McLean) • DR2703 - Tranquility Lakes $7, 275, 000 4.69% Detention Pump Station Rehabilitation and Generator Summary of Requests Project No./ Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total DR190 DR1904 - West 4 Lea Subdivision Drainage Improvements DR190 DR1905 - 5 Hickory Slough Regional Detention Pond DR210 DR2102 - 2 Brookland Acres Drainage Improvements DR210 DR2103 - 3 Garden Road/O'Day Road Drainage Improvements $10,927,404 $4,624,999 $810,205 $2,126,803 $1 $0 $0 $0 $0 $0 $10,927,405 $1 $0 $0 $0 $0 $0 $4,625,000 $1 $0 $0 $0 $0 $0 $810,206 $1 $0 $0 S0 S0 $0 $2,126,804 FY 26-30 Proposed Capital Improvement Plan i Pearland Page 41 Drainage Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total DR210 DR2104- 4 Woody Road Drainage Improvements DR230 DR2301- 1 Hickory Slough Sportsplex Detention Pond Ph 2 DR230 DR2303 - 3 Master Drainage Plan Update DR230 DR2304- 4 Hickory Slough Detention Storm Water Pump Station Generator DR230 DR2305 - 5 Veterans Drainage Improvements DR230 DR2306 - 6 Longwood Park (Roadside Ditch and Culvert) DR230 DR2307 - 7 Southwest Quadrant of Old Town (McLean to SH35 South of Broadway) DR24 DR2401 - 01 Shady Crest and Creek View Subdivision Drainage Improvement DR24 DR2402- 02 Hickory Creek Subdivision Drainage Improvement DR24 DR2403 - 03 Garden Acres Subdivision Drainage Improvements DR24 DR2407- 07 Herridge Miller/Brooklan d Acre Subdivision $272,180 $1 SO $0 SO So $4,259,999 $765,000 $931,999 $1 $435,000 $1 $2,185,854 $9,144,146 $660,000 $8,480,000 $1,131,000 S9,112,000 $1,828,000 $14,252,000 $5,439,999 $1 $561,000 $3,530,000 $1,498,999 $1 $0 $0 $0 $0 $0 $0 $0 so $0 $0 $0 $0 So $272,181 $0 $4,260,000 $0 $1,200,000 $0 $932,000 $0 $0 $0 $0 $0 $11,330,000 $0 $0 $0 $0 $0 89,140,000 $0 S0 SO SO $0 $10,243,000 So $0 So $0 $0 $16,080,000 $0 $0 $0 $0 $0 $0 $0 $0 So $o $o so $0 $5,440,000 $0 $4,091,000 S0 $1,499,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 42 Drainage Project No. / Category Drainage Improvement DR24 DR2408 - $638,399 $1 $0 $o $o $0 $0 5638,400 08 Hickory Slough Embankment Slope Replacement DR241 DR2410- $99,999 $1 $0 $0 $0 $0 $0 $100,000 0 Shadow Creek Ranch - Ocean Point Ct 100 Year Overflow at Cul-De-Sac DR250 DR2501-Pine $0 $1,480,000 $4,745,000 $0 $0 $0 $0 $6,225,000 1 Hollow Drainage Improvements DR250 DR2502-Fite $0 $3,151,000 $6,943,300 $0 $0 $0 $0 $10,094,300 2 Rd Drainage Improvement (Cullen to Harkey) DR250 DR2503- $0 $4,178,000 $20,654,400 $0 $0 $0 $0 $24,832,400 3 Harkey Road Drainage (Broadway to Mary's Creek) DR26 DR2601-Isla $0 $704,000 $4,710,000 $0 $0 $0 $0 $5,414,000 01 Dr., N Galveston, Cheryl Dr. Drainage Improvements DR26 D R2602 - E. $0 $290,000 $1,600,000 $0 $0 $0 $0 $1,890,000 02 Plum Drainage (Old Alvin to Schlieder Dr) DR26 D R2603 - $0 $486,000 $4,684,000 $0 $0 $0 $0 $5,170,000 03 Hatfield Road Drainage (FM 518 to Hickory Slough) DR26 DR2604- $0 $1,275,000 $0 $0 $0 $0 $0 $1,275,000 04 Hatfield Rd South Drainage DR27 DR2701- $0 $0 $1,436,000 $0 $0 $0 $0 $1,436,000 01 Wagon Trail Road (South of Fite to Mary's Creek) DR27 DR2702-Fite So $0 $850,000 $7,071,000 $0 $0 $0 $7,921,000 02 Road Drainage (Harkey to McLean) DR27 D R2703 - So $0 $580,000 $6,695,000 $0 SO $0 $7,275,000 03 Tranquility Lakes Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total FY 26-30 Proposed Capital Improvement Plan I Pearland Page 43 Drainage Project No. / Category Detention Pump Station Rehabilitation and Generator Total Summary of $8,761,839 $6,517,157 $6,202,700 $3,766,000 $ $ $ $55,247,696 Requests Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total FY 26-30 Proposed Capital Improvement Plan I Pearland Page 44 DR1904 - West Lea Subdivision Drainage Improvements DR1904 - West Lea Subdivision Drainage Improvements Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR1904 Request Groups Drainage Estimated Start 10/1/2020 Date ar Description Located in the West Lea Subdivision, bounded by Manvel Road, Bailey Road, BDD4 Ditch, and Mary's Creek. Drainage improvements will require removal and replacement of driveway culverts, upsizing of culverts, widening and re -grading of bar ditches. The project will also include an asphalt overlay of the intersections to repair damage due to the drainage improvements. The project will also require the re -grading of the ditch along Manvel Road all the way to Mary's Creek outfall and deepening the area drainage ditch along the eastern perimeter to Mary's Creek. Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Improvement Project Justification Homes in this neighborhood have a history of repetitive loss. Concerns related to drainage have been expressed by the residents on several occasions. In addition, the City staff have participated in several HOA meetings to understand the drainage concerns. The majority of the subdivision is located within the FIRM 100 -year floodplain. Subdivision drainage is currently severed by an inadequate open ditch system. BDD4 is participating in this area by expanding the detention basin on the east side of the subdivision and widening Mary's Creek from FM1128 to Magnolia. Explain & Identify Type of Other Sources: 2020 PIB $600,000 2021 PIB $1,000,000 2022 2007 GO $505,000 2022 2019 GO $5,037,000 2024A CO $1,643,663 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 45 DR1904 - West Lea Subdivision Drainage Improvements $395,344 from fund balance 506 $409,062 transferred from DR2201 Capital Cost $10.9M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $10.9M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Prelim. Engineering Report Contingency Land/Right of Way Total $10,150,000 $575,000 $201,904 $500 $0,927,404 $0 $0 $1 $0 $ $0 $10,150,000 $0 $575,000 $0 $201,905 $0 $500 $ $0,927,405 Funding Sources $10.9M FY2026 Budget Total Budget (all years) Project Total (to date) $10.9M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total 2007 & 2019 GO Bonds Other Funding Sources Certificates of Obligation Total $7,142,000 $2,141,742 $1,643,662 $0,927,404 $0 $0 $1 $ $0 $7,142,000 $0 $2,141,742 $0 $1,643,663 $ $0,927,405 Operational Costs $2.6K FY2026 Budget $2.73K Total Budget (all years) $8.6K Project Total (to date) $11.2K Detailed Breakdown Category Historical FY2026 FY2027 FY2028 Budgeted Requested Requested Requested Future Budgeted Total Operations & Maintenance Total $2,599 $2,729 $,599 $,729 $2,865 $3,008 $,865 $,008 $0 9 $11,201 $1,201 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 46 DR1905 - Hickory Slough Regional Detention Pond DR1905 - Hickory Slough Regional Detention Pond Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 100 - Administration Type Capital Improvement Project Number DR1905 Request Groups Drainage Estimated Start 10/1/2025 Date "rc G yn{. G M•a. •-4a Description Excavate and provide regional detention to an area that needs stormwater mitigation. The City and BDD4 partnered to purchase and excavate the property to its ultimate capacity and will provide approximately 230 acre-feet of storage along the Hickory Slough located between Hatfield Road and Woody Road. Images DR1905 Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Improvement Project Justification The Hickory Slough area needs conveyance and detention capacity as defined in the City/BDD4 Master Drainage Plan. The Master Drainage Plan calls for approximately 3,800 -acre feet of detention to provide a 100-yr level of service for the entire stretch of Hickory Slough. The project will provide approximately 6% of this need detention. The Hickory Slough currently has limited capacity due to the channel width, depth and lack of detention. This is a 50/50 partnership between BDD4 and the City for land acquisition, design, construction, and maintenance. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 47 DR1905 - Hickory Slough Regional Detention Pond Explain & Identify Type of Other Sources: $1M transferred from DL Smith (DR2002), $600K received from BDD4, and $25K from fund balance. 2023 A CO - $697,438 2023 PIB 2007 GO $2,302,562 Capital Cost $4.62M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $4.63M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Land/Right of Way Contingency Design/Surveying Total $2,800,000 $1,600,000 $199,999 $25,000 $,624,999 $0 $0 $1 $0 $ $0 82,800,000 $0 $1,600,000 $0 $200,000 $0 $25,000 9 $,625,000 Funding Sources $4.62M FY2026 Budget Total Budget (all years) Project Total (to date) $4.63M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total 2007 & 2019 GO Bonds Other Funding Sources Certificates of Obligation Total $2,302,562 $1,624,999 $697,438 $,624,999 $0 $2,302,562 $0 $1,625,000 $0 $697,438 $ $,625,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 48 DR2102 - Brookland Acres Drainage Improvements DR2102 - Brookland Acres Drainage Improvements Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number DR2102 Request Groups Drainage Estimated Start 10/1/2024 Date r Description Brookland Acres subdivision is located north of Hickory Slough between Mykawa Road and Woody Rd. The project will include regrading of the ditch as well as replacement of culverts and driveways along the right of way of Scott Ln approximately 4,100 LF and Woody Street approximately 4,500 LF. The regrading of the ditch along with properly sized culverts will improve conveyance capacity of the ditches which will help reduce the flooding in Brookland Acres subdivision. The subdivision lies within the CDBG target area and was identified in the Harvey Drainage Assessment Report for a local drainage improvement project. Images DR2102 Details Strategic Priority: Safe Community Impact on Operating Budget: No Type of Project: Improvement Project Justification The project will help reduce the flooding of homes and streets by improving the conveyance capacity of ditches and removing storm water to Hickory Slough. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 49 DR2102 - Brookland Acres Drainage Improvements Explain & Identify Type of Other Sources: GLO Grant funding awarded. Capital Cost $810K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $810K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Total $699,378 $1 $110,827 $0 810,205 $ $0 $699,379 $0 $110,827 9 810,206 Funding Sources $810K FY2026 Budget Total Budget (all years) Project Total (to date) $810K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources Total $810,205 $1 810,205 $ $0 9 $810,206 810,206 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 50 DR2103 - Garden Road/O'Day Road Drainage Improvements DR2103 - Garden Road/O'Day Road Drainage Improvements Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number DR2103 Request Groups Drainage Estimated Start 10/1/2024 Date Frroxs•o9Q lelp¢ Dry a�+kxuagrrbes�.n Description Drainage ditch improvement along Garden Road and O'Day Road from Broadway Street to approximately 5,700' North. The project will include regrading of the ditch as well as replacement of culverts and driveways within the road right of way. The regrading of the ditch along with properly sized culverts will improve the conveyance capacity of the ditches, which will help reduce the flooding in the neighborhoods located between Garden Rd and O'Day Rd. The area was identified in the Harvey Drainage Assessment Report for a local drainage improvement project. Images DR2103 Details Strategic Priority: Safe Community Impact on Operating Budget: No Type of Project: Improvement Project Justification The project will help reduce the flooding of homes and streets by improving the conveyance capacity of ditches and removing storm water to Hickory Slough. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 51 DR2103 - Garden Road/O'Day Road Drainage Improvements Explain & Identify Type of Other Sources: GLO Grant funding awarded. Capital Cost $2.13 M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $2.13M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Total $1,982,736 $1 $144,067 $0 $,126,803 $ $0 $1,982,737 $0 $144,067 g $,126,804 Funding Sources $2.13 M FY2026 Budget Total Budget (all years) Project Total (to date) $2.13 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources Total $2,126,803 $1 $,126,803 $ $0 $2,126,804 9 $,126,804 in FY 26-30 Proposed Capital Improvement Plan I Pearland Page 52 DR2104 - Woody Road Drainage Improvements DR2104 - Woody Road Drainage Improvements Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number DR2104 Request Groups Drainage Estimated Start 10/1/2024 Date Description Drainage ditch improvement along Woody Road approximately 2,700 LF between Broadway Street and Orange Street. The project will include regrading of the ditch as well as replacement of culverts and driveways within the road right of way. The regrading of the ditch along with properly sized culverts will improve conveyance capacity of the ditches which will help reduce the flooding in Mimosa Acre Subdivision and Corrigan North Subdivision. The area was identified in the Harvey Drainage Assessment Report for a local drainage improvement project. Images DR2104 Details Strategic Priority: Safe Community Impact on Operating Budget: No Type of Project: Improvement Project Justification The project will help reduce the flooding of homes and streets by improving the conveyance capacity of ditches and removing storm water to the storm sewer system along Orange Street. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 53 DR2104 - Woody Road Drainage Improvements Explain & Identify Type of Other Sources: GLO Grant funding awarded. Capital Cost $272 K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $272 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Total $240,002 $1 $32,178 $0 $72,180 $ $0 $240,003 $0 $32,178 $ $72,181 Funding Sources $272 K FY2026 Budget Total Budget (all years) Project Total (to date) $272 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources Total $272,180 $1 $72,180 $ $0 9 $272,181 $72,181 in FY 26-30 Proposed Capital Improvement Plan I Pearland Page 54 DR2301 - Hickory Slough Sportsplex Detention Pond Ph 2 DR2301 - Hickory Slough Sportsplex Detention Pond Ph 2 Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 312 - Drainage Type Capital Improvement Project Number DR2301 Request Groups Drainage Estimated Start 10/1/2025 Date 7600 Hughes Ranch Road 9 .od 5\•i. • Liu+5. 7%, Description This project consists of the construction of the final phase of the detention pond for Hickory Slough, including the final build out of the storm water lift station and weir structure. The pond provides for an additional 95 -acre-feet of detention. The detention pond basin floor is designed to match the existing layout for the future construction of 6 sports fields (2 multipurpose and 4 soccer) and an expanded parking area, plus construction of back slope swales and drains, and established turf for erosion control. Images DR2301 Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: New Construction Project Justification The pond will provide an additional 95 -acre-feet of detention, for a total of 248 -acre-feet of detention, to mitigate extreme weather events that have historically flooded the area. This pond will serve current and future City projects in addition to providing mitigation of localized events that adversely impact the Hickory Slough. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 55 DR2301 - Hickory Slough Sportsplex Detention Pond Ph 2 Explain & Identify Type of Other Sources: 2023 PIB 2019 GO $499,000 2O24PIB 2019 GO $3,761,000 Capital Cost $4.26M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $4.26M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $3,139,999 $628,000 $492,000 $,259,999 $1 $0 $0 $0 $3,140,000 $0 $628,000 $0 $492,000 9 $,260,000 Funding Sources $4.26M FY2026 Budget Total Budget (all years) Project Total (to date) $4.26M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total 2007 & 2019 GO Bonds Total $4,259,999 $,259,999 $0 9 $4,260,000 $,260,000 Operational Costs FY2026 Budget $0 Total Budget (all years) Project Total $0 $0 Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Capital Outlay Operations & Maintenance Personnel Services Total SO $0 $0 $0 $0 $0 0 0 $o $0 $0 $0 $0 $0 0 0 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 56 DR2303 - Master Drainage Plan Update DR2303 - Master Drainage Plan Update Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2303 Request Groups Drainage Estimated Start 10/1/2025 Date Project Location Description The Master Drainage Plan update will include the use of Atlas 14 rainfall data and a 2D modeling approach consistent with the Harris County Flood Control District (HCFCD) MaapNext project to evaluate various creeks, ditches, flooding potential of neighborhoods and recommend mitigation measures which may include long-term and short-term drainage capital improvement projects. The scope will also include the update to section 5 of the Engineering Drainage Criteria Manual (EDCM). Images iie DR2303 Details Strategic Priority: Safe Community Impact on Operating Budget: No Type of Project: Improvement Project Justification The Master Drainage Plan is scheduled to be updated at a five-year interval. New rainfall data issued by NOAA, Atlas 14, has shown a significant increase in the depth of rainfall, which will ultimately change the basis of the hydrologic and hydraulic assumptions used to prepare flood map and CIP drainage recommendations in MDP 2019. Historically, the MDP has been considered to be a high-level drainage study to assess the capacity of ditches, bayous and recommend drainage FY 26-30 Proposed Capital Improvement Plan I Pearland Page 57 DR2303 - Master Drainage Plan Update improvement projects, but with the use of new 2D hydraulic modeling, the MDP will also be able to recommend small capital drainage improvements at a neighborhood level. Capital Cost $765K FY2026 Budget $435K Total Budget (all years) Project Total (to date) $435K $1.2M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Design/Surveying Total $765,000 $65,000 $435,000 $35,000 $0 0 $1,200,000 $,200,000 Funding Sources $765K FY2026 Budget $435K Total Budget (all years) $435K Project Total (to date) $1.2M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total PEDC General Revenue -Cash Other Funding Sources Total $0 $435,000 $330,000 $65,000 $435,000 $0 $0 $35,000 $0 $435,000 $0 $435,000 $0 $330,000 0 $,200,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 58 DR2304 - Hickory Slough Detention Storm Water Pump Station Generator DR2304 - Hickory Slough Detention Storm Water Pump Station Generator Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2304 Request Groups Drainage Estimated Start 10/1/2022 Date Project Location Amy Coykendall, CIP Coordinator Hughes Ranch Road 99 Description Hickory Slough Pump Station is located in a critical detention pond that requires a natural gas permanent backup generator with automatic transfer switch during times of power loss. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Improvement Project Justification Due to the critical nature of this storm water pump station, it will require an alternate power source in the event of loss of line power. The City operates 6 storm water pump stations at regional detention facilities. Hickory Slough is the second of four facilities needing back-up power to provide needed stormwater pumping to protect a large service area against flooding during emergency events such as Hurricane Harvey. Explain & Identify Type of Other Sources: 2023A CO $110,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 59 DR2304 - Hickory Slough Detention Storm Water Pump Station Generator 2024A CO $110,000 Capital Cost $932 K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $932K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $710,000 $111,999 $110,000 831,999 SO Si $0 $0 $710,000 $0 $112,000 $0 $110,000 0 832,000 Funding Sources $932 K FY2026 Budget Total Budget (all years) Project Total (to date) $932K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Certificates of Obligation Total $931,999 831,999 $0 $932,000 8 $32,000 Operational Costs FY2026 Budget $9.1K Total Budget (all years) $38.8K Project Total $38.8K Detailed Breakdown Category Historical FY2026 FY2027 FY2028 FY2029 Future Budgeted Requested Requested Requested Requested Budgeted Total Personnel Services $0 $7,432 $7,729 $8,038 $8,360 $0 831,559 Operations&Maintenance So $1,670 $1,754 $1,842 $1,934 $0 $7,200 Total 8 8,102 8,483 8,880 $0,294 0 $8,759 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 60 DR2305 - Veterans Drainage Improvements DR2305 - Veterans Drainage Improvements Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Centennial Department 312 - Drainage Type Capital Improvement Project Number DR2305 Request Groups Drainage Estimated Start 10/1/2025 Date LZINIE Description The project will encompass the installation of an underground storm water conveyance system and replacing the roadside ditches. This will connect to the storm water system that was installed with the Walnut Road construction project to Mary's Creek via an underground conveyance system. The project will include the acquisition of a parcel at the northeast corner of Veterans Drive and Mary's Creek, mill and overlay of existing asphalt pavement, installing approximately 3,000 feet of storm water drainage pipe and converting the system from a roadside ditch to an underground system with shallow swales. The storm water system will be sized to convey the flows per the Engineering Design Criteria Manual (EDCM) requirements and have the capacity for the future expansion of Veteran's Road to 4 lanes. Images DR2305 Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: Improvement Project Justification The area served by the Walnut Road system experiences localized flooding during intense rain events. During the installation of the stormwater system, the underground pipeline was installed in the ultimate flowline in preparation for a pipeline down Veterans Road. The Walnut Road underground system is about 2 feet lower than the Veterans Road roadside ditch system. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 61 DR2305 - Veterans Drainage Improvements This causes water to remain in the system and restricts capacity and conveyance. A preliminary Engineering Report with recommended drainage improvements has been prepared for the project area. Explain & Identify Type of Other Sources: 2024 PIB 2023 GO $1,570,000 Capital Cost $2.19 M FY2026 Budget $9.14M Total Budget (all years) Project Total (to date) $9.14M $11.3 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Total $0 $8,130,000 $1,500,000 $1,014,146 $670,754 $0 $15,100 $0 $,185,854 9,144,146 $0 $8,130,000 $0 $2,514,146 $0 $670,754 $0 $15,100 9 $1,330,000 Funding Sources $2.19 M FY2026 Budget $9.14M Total Budget (all years) Project Total (to date) $9.14M $11.3 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total 2023 General Obligation Bonds Certificates of Obligation Total $2,185,854 $8,794,146 $0 $350,000 2,185,854 9,144,146 $0 $10,980,000 $0 $350,000 9 $1,330,000 in FY 26-3O Proposed Capital Improvement Plan I Pearland Page 62 DR2306 - Longwood Park (Roadside Ditch and Culvert) DR2306 - Longwood Park (Roadside Ditch and Culvert) Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Longwood Drive Department 312 - Drainage Type Capital Improvement Project Number DR2306 Request Groups Drainage Estimated Start 10/1/2025 Date r, Ar.rmma car Description The project area is in the Longwood Park subdivision, which is bounded by Mary's Creek on the south, Clear Creek on the north, the city limit on the east, and Longwood Drive on the west. Drainage improvements for the subdivision will require the removal/replacement of driveways, driveway culverts, utility adjustment, and regrading of the roadside ditches to improve the drainage conveyance. The project will also include mills and overlay of existing asphalt pavement within the project limit. The drainage system will be upgraded to meet the current EDCM drainage standards. Images DR2306 Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Improvement Project Justification This is an older neighborhood with a subdivision plat date of 1964. Several homes in the area have a history of repetitive flooding, even though only a portion of the subdivision is in the 100 -year floodplain. Undersized culverts, poorly functioning drainage ditches, and the age of infrastructure are found to be the main causes of the flooding of the neighborhood. Several homes in the neighborhood experienced flooding during Hurricane Harvey. Flooding of homes was also observed more elk FY 26-30 Proposed Capital Improvement Plan I Pearland Page 63 DR2306 - Longwood Park (Roadside Ditch and Culvert) recently during Tropical Storm Beta. A preliminary Engineering Report with recommended drainage improvements has been prepared for the project area. Explain & Identify Type of Other Sources: 2024 PIB 2023 GO $660,000 Capital Cost $660K FY2026 Budget $8.48M Total Budget (all years) Project Total (to date) $8.48M $9.14M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total S0 $8,000,000 $120,000 $480,000 $540,000 $0 860,000 8,480,000 $0 $8,000,000 $0 $600,000 $0 $540,000 8 8,140,000 Funding Sources $660K FY2026 Budget Total Budget (all years) Project Total (to date) $8.48M $8.48M $9.14M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total 2023 General Obligation Bonds Total $660,000 $8,480,000 860,000 8,480,000 $0 $9,140,000 8 8,140,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 64 DR2307 - Southwest Quadrant of Old Town (McLean to SH35 South of Broadway) DR2307 - Southwest Quadrant of Old Town (McLean to SH35 South of Broadway) Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 312 - Drainage Type Capital Improvement Project Number DR2307 Request Groups Drainage Estimated Start 10/1/2025 Date East Walnut Street ulcue tr Description The project area, located in the Old Town area, is bound by Broadway Street on the North, Walnut St on the South, McLean St on the West, and the Railroad tracks on the East. Drainage improvements for the subdivision will require the removal/replacement of driveways, sidewalks, and driveway culverts, utility adjustments, and the regrading of the roadside ditches to improve the drainage conveyance. The project will also include mill and overlay of existing asphalt pavement within the project limit. The drainage system will be upgraded to meet the current EDCM drainage standards. Images DR2307 Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: Improvement Project Justification The project area, located in the Old Town area, is bounded by Broadway Street on the North, Walnut St on the South, McLean St on the West, and the Railroad tracks on the East. Drainage improvements for the subdivision will require the removal/replacement of driveways, sidewalks, and driveway culverts, utility adjustments, and the regrading of the roadside FY 26-30 Proposed Capital Improvement Plan I Pearland Page 65 DR2307 - Southwest Quadrant of Old Town (McLean to SH35 South of Broadway) ditches to improve the drainage conveyance. The project will also include mill and overlay of existing asphalt pavement within the project limit. The drainage system will be upgraded to meet the current EDCM drainage standards. Explain & Identify Type of Other Sources: 2024 PIB 2023 GO $1,131,000 Capital Cost $835K FY2026 Budget $9.41M Total Budget (all years) Project Total (to date) $9.41M $10.2M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $8,900,000 $835,000 $0 $0 $508,000 $35,000 9,408,000 $0 $8,900,000 $0 $835,000 $0 $508,000 $ $0,243,000 Funding Sources $1.13M FY2026 Budget $9.11M Total Budget (all years) $9.11M Project Total (to date) $10.2M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total 2023 General Obligation Bonds Certificates of Obligation Total $1,131,000 $7,812,000 $0 $1,300,000 $,131,000 9,112,000 $0 $8,943,000 $0 $1,300,000 $ $0,243,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 66 DR2401 - Shady Crest and Creek View Subdivision Drainage Improvement DR2401 - Shady Crest and Creek View Subdivision Drainage Improvement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 312 - Drainage Type Capital Improvement Project Number DR2401 Request Groups Drainage Estimated Start 10/1/2025 Date Description The project area, located in Creekview Subdivision and Shadycrest Subdivision, is generally bounded by FM 518 (Broadway), Longherridge Dr., Misty Ln., Redwood Grove St. and Pearland Parkway, with Mary's Creek splitting the subdivisions into two sections. Drainage improvements for the subdivisions will require the removal/replacement of driveways, sidewalks, and driveway culverts, utility adjustment, and the regrading of the roadside ditches to improve the drainage conveyance. The project will also include mill and overlay of existing asphalt pavement within the project limit. The drainage system will be upgraded to meet the current EDCM drainage standards. Images DR2401 Details Type of Project: Improvement Impact on Operating Budget: No Project Justification This is an older neighborhood with a subdivision plat date of 1955. Several homes in the area have a history of repetitive flooding and the area is in a 500 -year floodplain. Flooding has been associated with undersized culverts and poorly functioning ditch conveyances. The area was not identified in the Hurricane Harvey Drainage Assessment Report but did FY 26-30 Proposed Capital Improvement Plan I Pearland Page 67 DR2401 - Shady Crest and Creek View Subdivision Drainage Improvement experience roadway and structure flooding. A preliminary Engineering Report with recommended drainage improvements has been prepared for the project area. Explain & Identify Type of Other Sources: 2024 PIB 2023 GO $1,828,000 Capital Cost $1.53 M FY2026 Budget $14.6 M Total Budget (all years) Project Total (to date) $14.6M $16.1 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $12,650,000 $230,000 $1,900,000 $1,300,000 $0 $,530,000 $4,550,000 $0 $12,650,000 $0 $2,130,000 $0 $1,300,000 $ $6,080,000 Funding Sources $1.83M FY2026 Budget $14.3 M Total Budget (all years) $14.3 M Project Total (to date) $16.1 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total 2023 General Obligation Bonds Certificates of Obligation Total $1,828,000 $12,550,000 $0 $1,702,000 $,828,000 $4,252,000 $0 $14,378,000 $0 $1,702,000 $ $6,080,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 68 DR2402 - Hickory Creek Subdivision Drainage Improvement DR2402 - Hickory Creek Subdivision Drainage Improvement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 312 - Drainage Type Capital Improvement Project Number DR2402 Request Groups Drainage Estimated Start 10/1/2025 Date P Description The project area, located in the northeastern part of the city, is bounded by Garden Road on the West, Hickory Slough on the North, Oday Rd on the East, and Dublin Ln on the South. Drainage improvements for the subdivision will require the removal/replacement of driveways, utility adjustment, driveway culverts, and the regrading of the roadside ditches to improve the drainage conveyance. This project will complement the earlier phase of the GLO-funded Garden Road/O'Day Road ditch improvement project. The project will also include milling and overlaying of existing asphalt pavement within the project limit. The drainage system will be upgraded to meet the current EDCM drainage standards. Images DR2402 Details Type of Project: Improvement Impact on Operating Budget: No Project Justification The project area includes the Hickory Creek Subdivision located on the south side of Hickory Slough between Garden Rd and O'day Road. It is an old subdivision with a substandard drainage system and a history of flooding dating back to 1965. Homes in this neighborhood were flooded during Hurricane Harvey. The subdivision is located in a FEMA100-year/500-year FY 26-30 Proposed Capital Improvement Plan I Pearland Page 69 DR2402 - Hickory Creek Subdivision Drainage Improvement floodplain. Existing streets, drainage ditches and the majority of homes were built prior to the adoption of engineering criteria and do not meet the current engineering guidelines. Explain & Identify Type of Other Sources: GLO Funded Capital Cost $4.73M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $4.73M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Total $4,029,999 $700,000 $,729,999 si $0 $0 $4,030,000 $0 $700,000 S $,730,000 Funding Sources $5.44 M FY2026 Budget Total Budget (all years) Project Total (to date) $5.44M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources Total $5,439,999 5,439,999 $1 $ $0 e $5,440,000 5,440,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 70 DR2403 - Garden Acres Subdivision Drainage Improvements DR2403 - Garden Acres Subdivision Drainage Improvements Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 312 - Drainage Type Capital Improvement Project Number DR2403 Request Groups Drainage Estimated Start 10/1/2025 Date 1.12{.. GI% 4 yn{• G M• P. -4a Description The project area, located in the northeastern part of the city, is bounded by Garden Road on the west, Hickory Creek subdivisions on the north, Oday Rd on the east, and Broadway St on the south. Drainage improvements for the subdivision will require the removal/replacement of driveways, utility adjustment, driveway culverts, and the regrading of the roadside ditches to improve the drainage conveyance. This project will complement the earlier phase of the GLO-funded Garden Road/O'Day Road ditch improvement project. The project will also include milling and overlaying of existing asphalt pavement within the project limit. The drainage system will be upgraded to meet the current EDCM drainage standards. Images DR2403 Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: Improvement Project Justification The project area includes the Hickory Creek Subdivision located on the north side of FM 518 between Garden Rd and O'day Road. It is an old subdivision with a substandard drainage system and a history of flooding dating back to 1965. Homes in both neighborhoods have a repetitive flood loss history despite being located outside the FEMA 100 -year floodplain. Existing FY 26-30 Proposed Capital Improvement Plan I Pearland Page 71 DR2403 - Garden Acres Subdivision Drainage Improvements streets, drainage ditches and the majority of homes were built prior to the adoption of engineering criteria and do not meet the current engineering guidelines. Capital Cost $561 K FY2026 Budget $3.53 M Total Budget (all years) Project Total (to date) $3.53 M $4.09 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $3,030,000 $106,000 $500,000 $455,000 $0 $61,000 $,530,000 $0 $3,030,000 $0 $606,000 $0 $455,000 $ $,091,000 Funding Sources $561 K FY2026 Budget $3.53 M Total Budget (all years) $3.53 M Project Total (to date) $4.09 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources Total $561,000 $61,000 $3,530,000 $,530,000 $0 $4,091,000 $ $,091,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 72 DR2407 - Herridge Miller/Brookland Acre Subdivision Drainage Improvement DR2407 - Herridge Miller/Brookland Acre Subdivision Drainage Improvement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 312 - Drainage Type Capital Improvement Project Number DR2407 Request Groups Drainage Estimated Start 10/1/2025 Date Fwalmaid Description The project area, located in the Herridge Miller and Brookland Acre subdivisions, is bounded by Hatfield Road on the West, City Limits on the north, Mykawa on the East, and McHard Road on the South. Drainage improvements for the subdivision will require the removal/replacement of driveways, utility adjustment, driveway culverts, and the regrading of the roadside ditches to improve the drainage conveyance. This project will complement the earlier phase of the GLO-funded Brookland Acre drainage improvement project. The project will also include mills and overlay of existing asphalt pavement within the project limit. The drainage system will be upgraded to meet the current EDCM drainage standards. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: Improvement Project Justification The project area includes Herridge Miller and Brookland Acre subdivisions. The project site is located on the north side of Hickory Slough between Mykawa Road and Hatfield Road. It is an old subdivision with a substandard drainage system and a history of flooding dating back to 1963. The project site is located in a FEMA 100 -year flood plain and the homes in both FY 26-30 Proposed Capital Improvement Plan I Pearland Page 73 DR2407 - Herridge Miller/Brookland Acre Subdivision Drainage Improvement neighborhoods have a repetitive flood loss history. Existing streets, drainage ditches and the majority of homes were built prior to the adoption of engineering criteria and do not meet the current engineering guidelines. Explain & Identify Type of Other Sources: GLO Funded Capital Cost $1.31M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $1.31M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Total $1,109,999 $1 $200,000 $0 $,309,999 $ $0 $1,110,000 $0 $200,000 A $,310,000 Funding Sources $1.5M FY2026 Budget Total Budget (all years) Project Total (to date) $1.5M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources Total $1,498,999 $,498,999 $1 $ $0 $1,499,000 $ $,499,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 74 DR2408 - Hickory Slough Embankment Slope Replacement DR2408 - Hickory Slough Embankment Slope Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 312 - Drainage Type Capital Improvement Project Number DR2408 Request Groups Drainage Estimated Start 10/1/2025 Date Suburban Garden Road 9 -,MC,--{4 uc Cm Description Approximately 1,650 square feet of concrete cladding along the east side of the embankment to Hickory Slough at its intersection with Garden Road, located adjacent to the bridge on Garden Road, has separated from its previous attachment to the roadway. The embankment slope is the subject of possible erosion damage to the sub -layer, and the weight of the concrete structure is causing it to fall into the Slough. Removal and replacement of the embankment slope is necessary, which may involve a potential redesign of the methodology used to secure this portion of cladding. Images DR2408 Details Type of Project: Improvement Impact on Operating Budget: No Project Justification The damaged embankment slope poses a critical threat to the conveyance of drainage within Hickory Slough, which could result in damming of the drainage channel, preventing flood water from flowing downstream and causing overflow of the banks along Hickory Slough upstream. In either case, the potential for flood damage to residential properties and further damage to the drainage channel could occur. The damaged slope also has the potential to threaten the structural integrity of the adjacent bridge on Garden Road if it were to give way. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 75 DR2408 - Hickory Slough Embankment Slope Replacement Explain & Identify Type of Other Sources: GLO Funded Capital Cost $638K FY2026 Budget Total Budget (all years) Project Total (to date) $638K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Total $531,999 $1 $106,400 $0 638,399 $ $0 $532,000 $0 $106,400 6 638,400 Funding Sources $638K FY2026 Budget Total Budget (all years) Project Total (to date) $638K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources Total $638,399 638,399 $0 $638,400 6 638,400 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 76 DR2410 - Shadow Creek Ranch - Ocean Point Ct 100 Year Overflow at Cul-De-Sac DR2410 - Shadow Creek Ranch - Ocean Point Ct 100 Year Overflow at Cul-De-Sac Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2410 Request Groups Drainage Estimated Start 10/1/2025 Date Project Location Amy Coykendall, CIP Coordinator Ocean Point Court YRq,ly..• ,-:.1 .4493. Description Several homes in the Shadow Creek Ranch Subdivision in the vicinity of Ocean Point Ct received floodwater during Hurricane Harvey. The Ocean Point Ct. cul-de-sac worked as an extreme event sheet flow path during Hurricane Harvey based on the review of a publicly available YouTube drone video. A review of the depth of flooding in homes (up to 6") and a recorded drawing of the subdivision indicated that the removal of the curb and grading of the area from the end of the cul-de-sac to the Clear Creek Relief ditch (construction of extreme event structure) will be helpful to reduce the flooding of the homes in the area. Images DR2410 Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: Improvement Project Justification The area is located outside 100 -year and 500 -year floodplains with a properly functioning drainage system. The proposed project will improve extreme event conveyance and reduce flooding of the properties during extreme storm events such as FY 26-30 Proposed Capital Improvement Plan I Pearland Page 77 DR2410 - Shadow Creek Ranch - Ocean Point Ct 100 Year Overflow at Cul-De-Sac Hurricane Harvey. A preliminary Engineering Report was not prepared for this project as it is a small project consisting of the construction of one extreme event structure. Explain & Identify Type of Other Sources: 2O24PIB 2023 GO $100,000 Capital Cost $100K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $100K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $70,000 $21,999 $8,000 $9,999 So $1 $o $0 570,000 $0 522,000 $0 $8,000 s $00,000 Funding Sources $100K FY2026 Budget Total Budget (all years) Project Total (to date) $100K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total 2023 General Obligation Bonds Total $99,999 $1 $9,999 $ $0 $100,000 8 $00,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 78 DR2501 - Pine Hollow Drainage Improvements DR2501 - Pine Hollow Drainage Improvements Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Pine Hollow Drive Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2501 Request Groups Drainage Estimated Start 10/1/2024 Date Description The Pine Hollow Subdivision is on the eastern side of the City, south of FM 518. The drainage project includes the improvement of the drainage system from Pine Tree Dr. to Mary's Creek Bypass Channel, which includes the installation of box culverts, storm pipes, and an additional outfall. The project was identified in Staffs Hurricane Harvey after action. The drainage system will be upgraded to meet the current EDCM drainage standards. This project will also include land acquisition for storm water detention to mitigate the potential storm water impact. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Improvement Project Justification Several homes in the area have a history of repetitive flooding, more specifically Pine Hollow Section 1-C, despite its location outside a 100 -year floodplain. Homes along Pine Tree Dr., Pine Tree Ct., and Pine Forest Dr. were flooded during Hurricane Harvey and other intense rainfall events. Based on the drainage study performed after the incident, the main reason for the flooding of homes is reported to be an inefficient drainage system. The proposed drainage improvement project will reduce FY 26-30 Proposed Capital Improvement Plan I Pearland Page 79 DR2501 - Pine Hollow Drainage Improvements the potential for flooding of residential homes. A preliminary Engineering Report with recommended drainage improvements has been prepared for the project area. Capital Cost FY2026 Budget Total Budget (all years) $1.48M $6.23M Project Total $6.23M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total Construction Contingency Land/Right of Way Design/Surveying Total $0 $0 $0 $0 6 $0 $3,650,000 $130,000 $1,095,000 $800,000 So $550,000 $0 $,480,000 $,745,000 $0 $3,650,000 $0 $1,225,000 $0 $800,000 $0 $550,000 A 6,225,000 Funding Sources FY2026 Budget $1.48M Total Budget (all years) Project Total $6.23M $6.23M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total 2023 General Obligation Bonds Total $0 $1,480,000 $4,745,000 6 $,480,000 $,745,000 $0 $6,225,000 6 6,225,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 80 DR2502 - Fite Rd Drainage Improvement (Cullen to Harkey) DR2502 - Fite Rd Drainage Improvement (Cullen to Harkey) Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Fite Road Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2502 Request Groups Drainage Estimated Start 10/1/2024 Date Description The project area is located between Harkey Rd on the east and Cullen Pkwy on the west. Approximately 10,500 LF drainage improvements for Fite Road also include drainage improvements along the west side of Manvel Rd to the Mary's Creek outfall. The project will require the removal/replacement of driveways, driveway culverts, and the regrading of the roadside ditches to improve the drainage conveyance. The project will also include mills and overlay of existing asphalt pavement within the project limit. The project may require additional right-of-way (ROW) to install the proposed ditch. The drainage system will be upgraded to meet the current EDCM drainage standards. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: Improvement Project Justification The area is mostly located in 100 -year and 500 -year floodplains with poorly functioning ditch systems. The existing drainage system is characterized by small, shallow under -maintained roadside ditches with years of uncoordinated driveway culvert installations. During heavy rain events, Fite Road holds water resulting from inefficient roadside ditch/culverts along the Fite ,r1 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 81 DR2502 - Fite Rd Drainage Improvement (Cullen to Harkey) Road and the Manvel Rd Drainage system to the Mary's Creek outfall. The proposed improvement will reduce nuisance flooding along Fite Rd and help to reduce the flooding of property in Westchester Circle. A preliminary Engineering Report with recommended drainage improvements has been prepared for the project area. Capital Cost FY2026 Budget $3.15M Total Budget (all years) $10.1 M Project Total $10.1 M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Total $0 $0 $0 $0 e $0 $526,000 $1,345,000 $1,280,000 $,151,000 $5,341,000 $1,602,300 $0 $0 8,943,300 $0 $5,341,000 $0 $2,128,300 $0 $1,345,000 $0 $1,280,000 e $0,094,300 Funding Sources FY2026 Budget $3.15M Total Budget (all years) Project Total $10.1M $10.1M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total 2023 General Obligation Bonds Total $0 $3,151,000 $6,943,300 9 $,151,000 6,943,300 $0 $10,094,300 s $0,094,300 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 82 DR2503 - Harkey Road Drainage (Broadway to Mary's Creek) DR2503 - Harkey Road Drainage (Broadway to Mary's Creek) Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Harkey Road Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2503 Request Groups Drainage Estimated Start 10/1/2024 Date Description The proposed project includes the improvement of the street, sidewalks and drainage of Harkey Road and will include the removal of the existing two-lane asphalt roadway pavement, roadside ditches, and associated drainage culverts, utility adjustment, and replacement with a new 4 -lane divided boulevard curb and gutter concrete roadway with underground storm sewers. The roadway limits to be reconstructed and widened are from FM 518 to the existing Mary's Creek Bridge - approximately 4,800 feet. This project will also include land acquisition for stormwater detention to mitigate the potential stormwater impact, as well as replacement of 2,800 feet of fiber optic networking from FM518 at Harkey to Fire Station #2. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: Improvement Project Justification This corridor experiences nuisance flooding along the roadway and into yards, swelling at cross streets. Repetitive flood loss of Josephine Rd properties adjacent to Harkey Rd is associated with the poor drainage conveyance capacity of Harkey Road. The drainage system along Harkey Rd is also causing a nuisance flooding situation in and around Harkey and Fite Rd FY 26-30 Proposed Capital Improvement Plan I Pearland Page 83 DR2503 - Harkey Road Drainage (Broadway to Mary's Creek) intersection. In addition, Fire Station #2 ponding for an extended period was found to be caused by the Harkey Drainage system. This flooding poses a traffic hazard for school traffic at Charleston Elementary. A preliminary Engineering Report with recommended drainage improvements has been prepared for the project area. Capital Cost FY2026 Budget $4.18M Total Budget (all years) $24.8M Project Total $24.8M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Future Budgeted Requested Requested Total Construction Contingency Design/Surveying Land/Right of Way Total $0 $0 $15,888,000 $0 $258,000 $4,766,400 $0 $2,370,000 $0 $0 $1,550,000 $0 0 $,178,000 $0,654,400 $0 $15,888,000 $0 $5,024,400 $0 $2,370,000 $0 $1,550,000 $ $4,832,400 Funding Sources FY2026 Budget $4.18M Total Budget (all years) Project Total $24.8M $24.8M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Future Budgeted Requested Requested Total 2023 General Obligation Bonds Certificates of Obligation Total $0 $4,178,000 $18,690,000 $0 $0 $1,964,400 $ $,178,000 $0,654,400 $0 $22,868,000 $0 $1,964,400 $ $4,832,400 Operational Costs FY2026 Budget $0 Total Budget (all years) $33.1K Project Total $33.1K Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total Personnel Services Operations & Maintenance Total $0 So 9 $15,804 $16,437 $442 $464 $6,246 $6,901 $0 $32,241 $0 8906 $ $3,147 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 84 DR2601 - Isla Dr., N Galveston, Cheryl Dr. Drainage Improvements DR2601 - Isla Dr., N Galveston, Cheryl Dr. Drainage Improvements Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Cheryl Drive Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2601 Request Groups Drainage Estimated Start 10/1/2025 Date Description The proposed project includes the improvement of the street, sidewalks and drainage along Isla Dr., N Galveston St., and Cheryl Dr. These roadways are located between Orange Street and Old Town Ditch. The project will include the removal of the existing concrete road, asphalt roadway pavement, roadside ditches, and associated drainage culverts, utility adjustment, and replacement with a City Standard concrete curb and gutter roadway with underground storm sewers. Images Details DR2601 Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Improvement Project Justification Located in the old town site north of E Orange Street, on the west side of Old Alvin Road and east of SH 35, the drainage system along N Galveston Rd, Isla Dr, and Cheryl Dr. is inefficiently functioning. The ditch system on Isla Dr. and N. Galveston St. was converted to an underground storm system without proper engineering design and is undersized. Several homes and streets were flooded during Hurricane Harvey. Engineering and Street Drainage have made several site visits to listen to the residents' concerns related to the inefficient functioning drainage system and continuously elevated asphalt pavement ,r1 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 85 DR2601 - Isla Dr., N Galveston, Cheryl Dr. Drainage Improvements cross-section. A preliminary Engineering Report with recommended drainage improvements has been prepared for the project area. Capital Cost FY2026 Budget $704K Total Budget (all years) $5.41M Project Total $5.41M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $4,010,000 $0 $102,000 $700,000 $0 $602,000 $0 0 $04,000 $,710,000 $0 $4,010,000 $0 $802,000 $0 $602,000 0 5,414,000 Funding Sources FY2026 Budget $704K Total Budget (all years) $5.41M Project Total $5.41M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total 2023 General Obligation Bonds Total $0 $704,000 $4,710,000 e $04,000 $,710,000 $0 $5,414,000 e 8,414,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 86 DR2602 - E. Plum Drainage (Old Alvin to Schlieder Dr) DR26O2 - E. Plum Drainage (Old Alvin to Schlieder Dr) Overview Project Location Request Owner Amy Coykendall, CIP Coordinator East Plum Street Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2602 Request Groups Drainage Estimated Start 10/1/2025 Date Description The project area is located between Old Alvin Rd and Schlieder Dr. along E Plum Street. Approximately 2000 LF drainage improvements for the project limits will require the removal/replacement of driveways, driveway culverts, storm system, inlets, utility adjustment, and regrading of the roadside ditches to improve the drainage conveyance. The project will also include mills and overlay of existing asphalt pavement within the project limit. The drainage system will be upgraded to meet the current EDCM drainage standards. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: Improvement Project Justification The project area lies outside a 100 -year and 500 -year floodplain. The existing drainage system is undersized and functions poorly. It appears that the north side ditch system was converted to an underground storm sewer without proper design. The city received several calls from the residents of Linwood Oaks, Yupon Cir, and Briar Circle related to potential flooding. EPW staff met with the residents and cleaned the storm system to help improve the drainage, but the storm system needs FY 26-30 Proposed Capital Improvement Plan I Pearland Page 87 DR2602 - E. Plum Drainage (Old Alvin to Schlieder Dr) replacement as the storm sewer holds water due to inefficient design and construction. A preliminary Engineering Report with recommended drainage improvements has been prepared for the project area. Capital Cost FY2026 Budget Total Budget (all years) $290K $1.89M Project Total $1.89M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $1,400,000 $0 $80,000 $200,000 $0 $210,000 $0 9 $90,000 $,600,000 $0 $1,400,000 $0 $280,000 $0 $210,000 9 $,890,000 Funding Sources FY2026 Budget $290K Total Budget (all years) $1.89M Project Total $1.89M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total 2023 General Obligation Bonds Total $0 $290,000 $1,600,000 9 $90,000 $,600,000 S0 $1,890,000 9 $,890,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 88 DR2603 - Hatf eld Road Drainage (FM 518 to Hickory Slough) DR2603 - Hatt Id Road Drainage (FM 518 to Hickory Slough) Overview Request Owner Amy Coykendall, CIP Coordinator Hatfield Road Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2603 Request Groups Drainage Estimated Start 10/1/2025 Date Project Location mac, Description The project area is located between FM 518 and Hickory Slough along Hatfield Road. Approximately 6,600 LF drainage improvements for Hatfield Rd. will require the removal/replacement of driveways, driveway culverts, storm system, inlets, utility adjustment, and regrading of the roadside ditches to improve the drainage conveyance. The project will also include mills and overlaying of existing asphalt pavement within the project limit. The drainage system will be upgraded to meet the current EDCM drainage standards. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Improvement Project Justification The project site lies outside a 100 -year and 500 -year floodplain, but the roadside ditch system holds water for an extended time after each rainfall event due to an inefficient drainage system. Hurricane Harvey's GIS dashboard indicates flooding of the street as well as homes on Hatfield Road. A preliminary Engineering Report with recommended drainage improvements has been prepared for the project area. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 89 DR2603 - Hatf eld Road Drainage (FM 518 to Hickory Slough) Capital Cost FY2026 Budget $486K Total Budget (all years) $5.17M Project Total $5.17M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $3,430,000 $0 $186,000 $1,029,000 $0 $300,000 $225,000 $ $86,000 $,684,000 $0 $3,430,000 $0 $1,215,000 So $525,000 $ 8,170,000 Funding Sources FY2026 Budget Total Budget (all years) $486K $5.17M Project Total $5.17M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total 2023 General Obligation Bonds Total $0 $486,000 $4,684,000 8 $86,000 $,684,000 $0 $5,170,000 8 8,170,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 90 DR2604 - Hatf eld Rd South Drainage DR2604 - Hatti Id Rd South Drainage Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 312 - Drainage Type Capital Improvement Project Number DR2604 Request Groups Drainage Estimated Start 10/1/2025 Date Estimated 10/1/2029 Completion Date Description The project area is between Fite Road and Mary's Creek along Hatfield Road. Approximately 2,100 LF drainage improvements for Hatfield Rd. will require the removal/replacement of driveways, driveway culverts, utility adjustment, and regrading of the roadside ditches to improve the drainage conveyance. In addition, the east -west ditch between Hatfield Rd and Corrigan Ditch should be re -graded. The project will also include a mill and overlay of existing asphalt pavement within the project limit. The drainage system will be upgraded to meet the current EDCM drainage standards. Images kw. DR2604 Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Improvement Estimated Project Life Span: 4 years Project Justification The project site lies in a 100 -year floodplain. The southeast side roadside ditch adjacent to Fite Rd holds water for an extended time after each rainfall event due to an inefficient drainage system. There have been several complaints from the residents about the ditch holding water and waiting several days for the water to evaporate. The proposed project will improve conveyance and reduce flooding of the properties. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 91 DR2604 - Hatf eld Rd South Drainage Capital Cost FY2026 Budget $1.28M Total Budget (all years) $1.28 M Project Total $1.28 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Equipment and Furniture Land/Right of Way Prelim. Engineering Report Total $0 $0 $o $0 So $0 0 $850,000 $255,000 $170,000 $0 $o $o $,275,000 $0 $850,000 $0 $255,000 $o $170,000 So $0 $0 S0 $0 $0 0 $,275,000 Funding Sources FY2026 Budget $1.28 M Total Budget (all years) $1.28 M Project Total $1.28 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Certificates of Obligation Other Funding Sources PEDC HGAC-TI P TIRZ Reimbursable Debt Unfunded Future GO Bond Package 2023 General Obligation Bonds 2007 & 2019 GO Bonds General Revenue -Cash Total $0 $1,275,000 $0 $o $0 $0 $0 $0 $0 SO So So so so So So 9 $0 $0 $,275,000 $0 $1,275,000 $0 $0 $o So S0 $0 $0 $0 $0 $0 So So $0 $0 $0 $0 0 $,275,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 92 DR2604 - Hatf eld Rd South Drainage Operational Costs FY2026 Budget so Total Budget (all years) So Project Total So Detailed Breakdown Category Historical Budgeted Future Budgeted Total Capital Outlay Operations & Maintenance Personnel Services Total So So So 9 $o so So So So So s S FY 26-30 Proposed Capital Improvement Plan I Pearland Page 93 DR2701 - Wagon Trail Road (South of Fite to Mary's Creek) DR2701 - Wagon Trail Road (South of Fite to Mary's Creek) Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2701 Request Groups Drainage Estimated Start 10/1/2026 Date Project Location Amy Coykendall, CIP Coordinator Wagon Trail Road Description The project area is located between South Fite Rd and Mary's Creek along Wagon Trail Rd. Approximately 2100 LF drainage improvements for the project limits will require the removal/replacement of driveways, driveway culverts, and regrading of the roadside ditches to improve the drainage conveyance. The project will also include mill and overlay of existing asphalt pavement within the project limits. The drainage system will be upgraded to meet the current EDCM drainage standards. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Improvement Project Justification The area is mostly located in 100 -year and 500 -year floodplains with poorly functioning ditch systems. There are several complaints from business owners and residents living in the vicinity of Fite Rd and Wagon Trail intersection. The proposed project will improve conveyance and reduce flooding of the properties. Drainage improvements between FM518 and Fite Road were completed in 2018. A preliminary Engineering Report has been prepared for the project area with recommended drainage improvements. ,r1 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 94 DR2701 - Wagon Trail Road (South of Fite to Mary's Creek) Capital Cost FY2026 Budget so Total Budget (all years) Project Total $1.44M $1.44M Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $1,063,000 $0 $106,500 $106,500 $0 $160,000 $0 0 $66,500 $,169,500 $0 $1,063,000 $0 $213,000 $0 $160,000 0 8,436,000 Funding Sources FY2026 Budget so Total Budget (all years) $1.44M Project Total $1.44M Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total 2023 General Obligation Bonds Total $0 $1,436,000 0 8,436,000 $0 $1,436,000 9 8,436,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 95 DR2702 - Fite Road Drainage (Harkey to McLean) DR27O2 - Fite Road Drainage (Harkey to McLean) Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2702 Request Groups Drainage Estimated Start 10/1/2026 Date Amy Coykendall, CIP Coordinator Project Location a�+,.a.• c xnaw Description The project area is located between Harkey Rd and McLean St. along Fite Road. Approximately 5300 LF drainage improvements for Fite Road will require the removal/replacement of driveways, driveway culverts, and regrading of the roadside ditches to improve the drainage conveyance. The project will also include mill and overlay of existing asphalt pavement within the project limits. The project may require additional ROW to install the proposed ditch. The drainage system will be upgraded to meet the current EDCM drainage standards. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Improvement Project Justification This area is characterized by small, shallow under -maintained roadside ditches with years of uncoordinated driveway culvert installations. During heavier rain events, the Corrigan ditch backs up through outfalls and surcharges the roadside ditches swelling out into the narrow roadway, making travel hazardous and threatening lower -lying residential properties. A preliminary Engineering Report with recommended drainage improvements has been prepared for the project area. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 96 DR2702 - Fite Road Drainage (Harkey to McLean) Capital Cost FY2026 Budget $0 Total Budget (all years) Project Total $7.92M $7.92M Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Total $0 $0 $5,230,000 $0 $0 $1,569,000 $0 $710,000 $272,000 $0 $140,000 $0 0 $50,000 8,071,000 $0 $5,230,000 $0 $1,569,000 $0 $982,000 $0 $140,000 0 8,921,000 Funding Sources FY2026 Budget $0 Total Budget (all years) $7.92M Project Total $7.92M Detailed Breakdown Category FY2027 FY2028 Historical Budgeted Requested Requested Future Budgeted Total 2023 General Obligation Bonds Certificates of Obligation Total $0 $850,000 $5,071,000 $0 $0 $2,000,000 0 $50,000 8,071,000 $0 $5,921,000 S0 82,000,000 0 8,921,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 97 DR2703 - Tranquility Lakes Detention Pump Station Rehabilitation and Generator DP2703 - Tranquility Lakes Detention Pump Station Rehabilitation and Generator Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Tranquility Lakes Boulevard Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number DR2703 Request Groups Drainage Estimated Start 10/1/2026 Date n Description Upgrade the existing undersized storm water lift station and force main at Tranquility Lakes Detention. The system provides the removal of stormwater from the detention pond and forces the water into the BDD4 drainage ditch on the north side of FM518. The existing 4" pumps and 4" force main will be replaced with the appropriate size system to meet the EDCM criteria for a pumped stormwater system. The station is located in a critical detention pond that requires a permanent backup natural gas generator with an automatic transfer switch during times of power loss. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Improvement Project Justification The drainage system was turned over to the City when MUD1 was dissolved. The existing pumps are undersized to remove the required amount of water during a storm event. The force main is also undersized and cannot transmit the correct amount of flow out of the system and discharge to the BDD4 ditch. During intense rains or prolonged rain events, there is significant roadside flooding as the system backs up and cannot keep up with the rainfall. Due to the critical nature of this FY 26-30 Proposed Capital Improvement Plan I Pearland Page 98 DR2703 - Tranquility Lakes Detention Pump Station Rehabilitation and Generator stormwater pump station, it will require an alternate power source in the event of loss of line power. The City operates six stormwater pump stations at regional detention facilities. Some facilities do not have backup power and require generator backup power to provide needed stormwater pumping to protect against flooding during emergency events such as Hurricane Harvey. Capital Cost FY2026 Budget $o Total Budget (all years) $7.28M Project Total $7.28M Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $5,000,000 $0 $80,000 $1,500,000 $0 $500,000 $195,000 8 $80,000 6,695,000 $0 $5,000,000 $0 $1,580,000 $0 $695,000 8 $,275,000 Funding Sources FY2026 Budget $0 Total Budget (all years) $7.28M Project Total $7.28M Detailed Breakdown Category FY2027 FY2028 Historical Budgeted Requested Requested Future Budgeted Total Certificates of Obligation 2023 General Obligation Bonds Total $0 $0 $4,334,300 $0 $580,000 $2,360,700 8 $80,000 6,695,000 $0 $4,334,300 $0 $2,940,700 8 $,275,000 Operational Costs FY2026 Budget $0 Total Budget (all years) $19.5K Project Total $19.5K Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total Personnel Services Operations & Maintenance Total $0 $7,729 $8,038 $0 $1,833 $1,925 8 9,562 8,963 $0 $15,767 $0 $3,758 6 $9,525 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 99 Facilities Facilities FY26 - FY30 Facilities Projects (including Historical Budgeted, Future Budgeted) $75M $50M $25M 0 $56M $2M Historical Budgeted $46M $16M $63M 0 0 2026 2027 2028 2029 2030 Future Budgeted • FA1804 - Fire Station #7 - Bailey $17,761,000 9.76% Road • FA1902 - Orange Street Service $33,068,850 18.16% Center Phase 2 FA2002 - Fire Station #6 (Formerly $19,485,000 10.70% Fire Station #11) - County Road 100 • FA2104 - Fire Station #3 (HVAC) $583,747 0.32% Repairs FA2106- Hillhouse Road Annex $28,475,000 15.64% Phase II • FA2107 - Water Operations $5,069,000 2.78% Building (Alice St.) • FA2203 - Natatorium Air -Handling $5,399,000 2.97% Replacement • FA2205 - Reflection Bay WRF Fuel $1,972,000 1.08% Island FA2401- West Pearland $154,700 0.08% Community Center HVAC Replacement FA2405 - Public Safety Training $61,860,000 33.98% Complex FA2410 - Emergency Distribution $2,378,756 1.31% Warehouse • FA2501 - Knapp Activity Center Air $340,000 0.19% Conditioning and Building Automation System Integration • FA2502 - Fiber Backbone (Cullen $274,000 0.15% Parkway from Hughes Ranch Road to McHard) • FA2505 - Stella Roberts Recycling $90,000 0.05% Center HVAC Replacement FA2601- Fiber Backbone $620,000 0.34% Magnolia (Business Center to Kirby Water Plant) FY 26-30 Proposed Capital Improvement Plan I Pearland Page 100 Facilities FA2701 - Stella Roberts Recycling $684,000 0.38% Center Roof and Gutter Replacement FA2702 - Fiber Backbone (Dixie $1,235,000 0.68% Farm from Broadway to Main) FA2802 - Public Safety Building $2,620,000 1.44% Roof Replacement Summary of Requests Project No. / Historical Category Budgeted Future FY2026 FY2027 FY2028 FY2029 FY2030 Budgeted Total FA180 FA1804-Fire $1,725,000 $100,000 $15,936,000 $0 $0 $0 $0 $17,761,000 4 Station #7 - Bailey Road FA190 FA1902- $3,609,290 $0 $29,459,560 $0 $0 $0 $0 $33,068,850 2 Orange Street Service Center Phase 2 FA20 FA2002-Fire $575,000 $0 $0 $1,300,000 $17,610,000 $0 $0 $19,485,000 02 Station #6 (Formerly Fire Station #11) - County Road 100 FA210 FA2104-Fire $583,746 $1 $0 $0 $0 $0 $0 $583,747 4 Station #3 (HVAC) Repairs FA210 FA2106- $28,474,999 $1 $0 $0 $0 $0 $0 $28,475,000 6 Hillhouse Road Annex Phase II FA210 FA2107- $5,068,999 $1 $0 $0 $0 $0 $0 $5,069,000 7 Water Operations Building (Alice St.) FA220 FA2203- $5,398,999 $1 $0 $0 $0 $0 $0 $5,399,000 3 Natatorium Air -Handling Replacement FA220 FA2205- $631,500 $1,340,500 $0 $0 $0 $0 $0 $1,972,000 5 Reflection Bay WRF Fuel Island FA24 FA2401- West $154,699 $1 $0 $0 $0 $0 $0 $154,700 01 Pearland Community Center HVAC Replacement FA24 FA2405- $6,500,000 $0 $0 $9,800,000 $45,560,000 $0 $0 $61,860,000 05 Public Safety Training Complex FA241 FA2410- $2,378,755 $1 $0 $0 $0 $0 $0 $2,378,756 0 Emergency FY 26-30 Proposed Capital Improvement Plan I Pearland Page 101 Facilities Project No. / Historical Category Budgeted Distribution Warehouse FA250 FA2501- $339,999 $1 $0 $0 S0 $0 $0 $340,000 1 Knapp Activity Center Air Conditioning and Building Automation System Integration FA250 FA2502-Fiber So $274,000 $0 S0 $0 $0 S0 $274,000 2 Backbone (Cullen Parkway from Hughes Ranch Road to McHard) FA250 FA2505 - Stella $89,999 $1 $0 $0 $0 $0 $0 $90,000 5 Roberts Recycling Center HVAC Replacement FA260 FA2601-Fiber So $o $620,000 $0 $0 $0 $0 $620,000 1 Backbone Magnolia (Business Center to Kirby Water Plant) FA270 FA2701-Stella $o $o $0 $684,000 $0 $0 $0 $684,000 1 Roberts Recycling Center Roof and Gutter Replacement FA270 FA2702-Fiber $0 $0 $0 $1,235,000 $0 $0 $0 $1,235,000 2 Backbone (Dixie Farm from Broadway to Main) FA28 FA2802- $0 $0 $0 $2,620,000 $0 $0 $0 $2,620,000 02 Public Safety Building Roof Replacement Total Summary of $5,530,985 $,714,508 $6,015,560 $5,639,000 $3,170,000 6 6 $82,070,053 Requests Future FY2026 FY2027 FY2028 FY2029 FY2030 Budgeted Total FY 26-3O Proposed Capital Improvement Plan I Pearland Page 1O2 FA1804 - Fire Station #7 - Bailey Road FA1804 - Fire Station #7 - Bailey Road Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA1804 Request Groups Facilities Estimated Start 06/24/2025 Date Estimated 11/26/2027 Completion Date 9 League Cn W.•F Description Construction of an approximately 14,300 sq. ft. station. Stations should include a generator, sleeping rooms, restrooms with showers, a kitchen dining area, a day room, a Lieutenant's office, a station command office, and an exercise room. The equipment area will consist of 4 -80 -foot -deep drive-thru apparatus bays, a bunker gear storage area, medical supply storage, and an EMS decontamination area. Also, the station will support the separation of dirty/clean areas for firefighter health, which will include showers and restroom showers for decontamination. Initially, this station would only be staffed by one fire engine pumper. An ambulance will be staffed based upon future demand. The facility will be located north of Bailey Road just west of the Bailey Water Plant and will require a flashing signal. Images Details Strategic Priority: Safe Community Impact on Operating Budget: Yes Type of Project: New Construction Estimated Project Life Span: 20 years Project Justification This project was recommended by the City's 2012 Master Fire Station Location Plan. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 103 FA1804 - Fire Station #7 - Bailey Road Explain & Identify Type of Other Sources: Certificates of Obligation Sold- $1,485,000 in 2018. Capital Cost $1.73M FY2026 Budget $100K Total Budget (all years) Project Total (to date) $16M $17.8M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Equipment and Furniture Total $0 $0 $12,636,000 $200,000 $0 $2,800,000 $1,525,000 $100,000 $0 $0 $0 $500,000 $,725,000 $00,000 $5,936,000 $0 $12,636,000 $0 $3,000,000 $0 $1,625,000 $0 $500,000 $ $7,761,000 Funding Sources $1.73M FY2026 Budget $100K Total Budget (all years) $16M Project Total (to date) $17.8M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total 2023 General Obligation Bonds Certificates of Obligation Total $240,000 $100,000 $15,619,000 $1,485,000 $0 $317,000 $,725,000 $00,000 $5,936,000 $0 $15,959,000 $0 $1,802,000 $ $7,761,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 104 FA1902 - Orange Street Service Center Phase 2 FA1902 - Orange Street Service Center Phase 2 Overview Project Location Request Owner Amy Coykendall, CIP Coordinator 2016 Old Alvin Road Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA1902 Request Groups Facilities Estimated Start 10/1/2023 Date 9 Description A new 50,000 sf Operations & Maintenance building with parking is planned, housing field Superintendents and staff for Water & Sewer, Streets and Drainage, ROW, Engineering Inspectors, Environmental Services, and Facilities. This building will replace and consolidate existing buildings scattered throughout the site, provide covered storage for sensitive equipment and meet current windstorm requirements and emergency shelter resiliency to operate as a shelter -in -place facility for Public Works First Responders. The existing buildings will be demolished with site drainage configured to the future layout. Parking and landscaping on the site will be expanded. The building will include locker rooms and showers, a 40 -50 -person training room that doubles as sleeping quarters during emergency situations, a break room, commercial kitchen, backup generator, landscaping, and irrigation. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Replacement Estimated Project Life Span: 20 years Project Justification FY 26-30 Proposed Capital Improvement Plan I Pearland Page 105 FA1902 - Orange Street Service Center Phase 2 The facilities at this site are over forty years old and have exceeded their useful life. To make more efficient use of the site, one large operations & maintenance building will be constructed to replace numerous smaller buildings on the site. As a result of Hurricane Harvey lessons learned, the Orange Street campus needs upgraded Public Works First Responder staff quarters and amenities to stay fully operational through a disaster operation. Explain & Identify Type of Other Sources: Other funding sources- $2,434,290 transferred from Orange St Service Center Phase I (FA1404). Debt: 2022A CO's -$175,000 2019B Revenue Bonds -$675,000 2022C W/S CO's -$325,000 Capital Cost $2.42M FY2026 Budget $1.17M Total Budget (all years) $30.6M Project Total (to date) $33.1M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Equipment and Furniture Prelim. Engineering Report Total $0 $694,050 $24,301,000 $0 $480,000 $4,190,000 $1,740,000 $0 $0 $0 $0 $980,000 $683,800 $0 $0 8,423,800 $,174,050 $9,471,000 $0 $24,995,050 $0 $4,670,000 $0 $1,740,000 $0 $980,000 $0 $683,800 $ $3,068,850 Funding Sources $3.61M FY2026 Budget $0 Total Budget (all years) $29.5M Project Total (to date) $33.1M Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total W/S Certificates of Obligation Certificates of Obligation Other Funding Sources W/S Revenue Bonds Total $325,000 $175,000 $2,434,290 $675,000 $,609,290 $19,148,714 $10,310,846 $0 $0 $9,459,560 $0 $19,473,714 $0 $10,485,846 $0 $2,434,290 $0 $675,000 $ $3,068,850 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 106 FA1902 - Orange Street Service Center Phase 2 Operational Costs FY2026 Budget $0 Total Budget (all years) $212K Project Total $212K Detailed Breakdown Category Historical Budgeted FY2029 Requested Future Budgeted Total Operation & Maintenance Personnel Services Total $0 $o e $195,046 $17,164 $12,210 $0 $195,046 $0 $17,164 e $12,210 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 107 FA2002 - Fire Station #6 (Formerly Fire Station #11) - County Road 100 FA2OO2 - Fire Station #6 (Formerly Fire Station #11) - County Road 100 Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA2002 Request Groups Facilities Estimated Start 10/1/2024 Date Project Location -gym •xtl LEK,LIE Or, a+.w�• c xnaw Description Construction of an approximately 14 -year -ft. station is to house a one - 4 -person Engine Crew and one - 2 -person EMS Ambulance Crew, and 2 trainees. The station will include a generator, sleeping rooms, restrooms with showers, and a kitchen dining area, a day room, a Lieutenant's office, a station command office, and an exercise room. The equipment area will consist of 4 -80 -foot -deep drive-thru apparatus bays, a bunker gear storage area, medical supply storage, and an EMS decontamination area. Also, the station will support a separation of dirty/clean areas for firefighter health, which will include showers and a restroom shower for decontamination. Initially, this station would only be staffed by one fire engine pumper. An ambulance will be staffed based upon future demand. A fiber run will be included, running from Bailey Road to the project site. The facility will be located on County Road 100 and include landscaping and irrigation. Images 471 Details Strategic Priority: Safe Community Impact on Operating Budget: Yes Type of Project: New Construction Estimated Project Life Span: 20 Years Project Justification FY 26-30 Proposed Capital Improvement Plan I Pearland Page 108 FA2OO2 - Fire Station #6 (Formerly Fire Station #11) - County Road 1OO As indicated and proposed by the 2012 Master Fire Station Location Plan as adopted by City Council resolution. The 2017 Citygate Standards of Cover and Staffing Study also supports this location. O&M expenses include hiring 15-18 personnel in FY28, the purchase of a pumper truck in FY27/28, down payment in FY27 and balance in FY28 and an ambulance in FY32. Explain & Identify Type of Other Sources: 2023A CO $575,000.00 Capital Cost $575 K FY2026 Budget Total Budget (all years) Project Total (to date) $0 $18.9M $19.5M Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Equipment and Furniture Total $0 $0 $13,000,000 $0 $0 $3,600,000 $0 $1,300,000 $510,000 $575,000 $0 $0 $0 $0 $500,000 875,000 $,300,000 $7,610,000 $0 $13,000,000 $0 $3,600,000 $0 $1,810,000 $0 $575,000 $0 $500,000 $ $9,485,000 Funding Sources $575 K FY2026 Budget Total Budget (all years) Project Total (to date) $0 $18.9M $19.5M Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total Unfunded Future GO Bond Package Certificates of Obligation Total $0 $1,300,000 $17,610,000 $575,000 $0 $0 $75,000 $,300,000 $7,610,000 $0 $18,910,000 $0 $575,000 $ $9,485,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 109 FA2002 - Fire Station #6 (Formerly Fire Station #11) - County Road 100 Operational Costs FY2026 Budget so Total Budget (all years) $1.84M Project Total $1.84M Detailed Breakdown Category Historical Budgeted FY2030 Requested Future Budgeted Total Personnel Services Operation & Maintenance Total So So 9 $1,683,646 $159,204 $,842,850 $0 $1,683,646 $0 $159,204 9 $,842,850 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 110 FA2104 - Fire Station #3 (HVAC) Repairs FA2104 - Fire Station #3 (HVAC) Repairs Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number FA2104 Request Groups Facilities 3207 Yost Road 9 Description Provide air-conditioning system evaluation and repairs to address humidity and condensation in the air-conditioning system. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: Refurbishment Estimated Project Life Span: 15 years Project Justification Fire Station #3 was completed in 2014. Since the completion, there have been reoccurring air conditioning issues. The issues have resulted in water damage to the ceiling tiles and diffusers, humidity and condensation is occurring in the air conditioning system, there is also a build-up of biological growth on and in the ductwork, metal supports, registers, and CMU walls. The project will evaluate the entire HVAC system, including the load, exhaust, ventilation calculations and the building envelope to report and recommend a solution to remedy the air conditioning issues. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 111 FA21O4 - Fire Station #3 (HVAC) Repairs Capital Cost $584K FY2O26 Budget $1 Total Budget (all years) $1 Project Total (to date) $584K Detailed Breakdown Category Historical Budgeted FY2O26 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $486,747 $60,000 $36,999 $83,746 $0 $0 $1 $0 $486,747 $0 $60,000 $0 537,000 8 $83,747 Funding Sources $584K FY2O26 Budget Total Budget (all years) Project Total (to date) $584K Detailed Breakdown Category Historical Budgeted FY2O26 Requested Future Budgeted Total General Revenue -Cash Total $583,746 $83,746 $0 $583,747 9 $83,747 in FY 26-3O Proposed Capital Improvement Plan I Pearland Page 112 FA2106 - Hillhouse Road Annex Phase II FA2106 - Hillhouse Road Annex Phase I I Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA2106 Request Groups Facilities Estimated Start 10/1/2020 Date Amy Coykendall, CIP Coordinator Project Location 9 League Cn. Description Phase II will complement the construction of Phase II Orange Street project and centralize services with the renovation of the existing 8,073 sf building for the Traffic division, construction of an approximately 20,000 sf Fleet Building and a 14,000 sf Parks Maintenance Building including offices, locker rooms, and material and equipment storage. The site will require additional detention and be fully paved for fleet vehicle maintenance queue, will provide storage for auction items, and will centralize services for PD (the City's largest fleet utilizer). Images Details Strategic Priority: Resilient Finances Impact on Operating Budget: Yes Type of Project: New Construction Estimated Project Life Span: 20 years Project Justification Property was acquired in 2004 for a city facility. The improvements will make best use of the property to centralize services of the City while reducing time spent by employees in traveling to the service center for repairs. The location will improve response times for Parks by the central location. Explain & Identify Type of Other Sources: FY 26-30 Proposed Capital Improvement Plan I Pearland Page 113 FA2106 - Hillhouse Road Annex Phase II 2021A CO $417,000 2022A CO $834,750 2021B W/S CO $208,500 2022C W/S CO $278,250 2024A CO $15,229,000 Other Sources $7,500 from fund 500 fund balance. Capital Cost $28.5M FY2026 Budget Total Budget (all years) Project Total (to date) $28.5M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Equipment and Furniture Total $22,500,000 $0 $4,520,000 $0 $954,999 $1 $500,000 $0 $8,474,999 $ $0 $22,500,000 $0 $4,520,000 $0 $955,000 $0 $500,000 $ $8,475,000 Funding Sources $28.5M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $28.5M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Certificates of Obligation W/S Certificates of Obligation W/S Revenue Bonds General Revenue -Cash Total $26,830,750 $1,428,250 $0 $0 $208,500 $0 $7,499 $1 $8,474,999 $ $0 $26,830,750 $0 $1,428,250 $0 $208,500 $0 $7,500 $ $8,475,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 114 FA2106 - Hillhouse Road Annex Phase II Operational Costs FY2026 Budget $95.9K Total Budget (all years) $437K Project Total $437K Detailed Breakdown Category Historical FY2026 FY2027 FY2028 FY2029 Future Budgeted Requested Requested Requested Requested Budgeted Total Operation & Maintenance $0 $80,165 $92,331 $96,948 $101,795 $0 $371,239 Personnel Services $0 $15,708 $16,179 $16,664 $17,164 $0 $65,715 Total 9 95,873 $08,510 $13,612 $18,959 9 $36,954 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 115 FA2107 - Water Operations Building (Alice St.) FA2107 - Water Operations Building (Alice St.) Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA2107 Request Groups Facilities Estimated Start 10/1/2020 Date Project Location 9 Description The need for a building that can house 25 staff members with a climate control building. It will include restrooms/showers for women and men with a locker room area and a break room/multi-purpose training room. A natural gas backup generator will be installed to operate the entire building's mechanical, electrical, plumbing, and emergency functions. The design needs to be considered a shelter -in -place building, per city standards, and must be constructed to at withstand 140-mph/3 sec wind gusts. A laboratory area is needed to calibrate meters and process samples. Irrigation, landscaping, and onsite drainage and detention will be designed as required by the McHard Corridor overlay district. A telecommunications Intermediate Distribution Frame (IDF) room to serve all the offices and workstations in the building. Security cameras and access control for entries. 20 vehicle spots will be provided next to the building with 25 parking spots provided next to the Water Tower. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: New Construction Estimated Project Life Span: 20 years Project Justification The project would encompass the construction of a Water Production Operation & Maintenance (O&M) building with a supporting parking lot. The present O&M building is a modular trailer that is located on the far east side of Pearland and FY 26-30 Proposed Capital Improvement Plan I Pearland Page 116 FA2107 - Water Operations Building (Alice St.) another modular trailer at the Alice Water Plant, the new building would incorporate both sites into the Alice Water Plant location. This trailer was designed for resident -living for a family of four. Currently, it is acting as an office for 15 Water Production staff members. The new building and parking lot will support the present and growing water production professionals of the City. Explain & Identify Type of Other Sources: 2021B $234,000 2022C $1,615,000 2024C CO $3,220,000 Capital Cost $5.07M FY2026 Budget Total Budget (all years) Project Total (to date) $5.07 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Equipment and Furniture Total $3,990,000 $717,999 $186,000 $175,000 $,068,999 $0 $1 $0 $0 $0 $3,990,000 $0 $718,000 $0 $186,000 $0 $175,000 9 5,069,000 Funding Sources $5.07M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $5.07M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation W/S Revenue Bonds Total $4,835,000 $0 $233,999 5,068,999 $0 $4,835,000 $0 $234,000 0 8,069,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 117 FA2107 - Water Operations Building (Alice St.) Operational Costs FY2026 Budget $0 Total Budget (all years) $204K Project Total $204K Detailed Breakdown Category Historical FY2027 FY2028 FY2029 Budgeted Requested Requested Requested Future Budgeted Total Operation & Maintenance Personnel Services Total $0 $48,735 $51,171 $53,730 $0 $153,636 $0 $16,179 $16,664 $17,164 $0 $50,007 0 64,914 67,835 $0,894 0 $03,643 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 118 FA2203 - Natatorium Air -Handling Replacement FA2203 - Natatorium Air -Handling Replacement Overview Project Location Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA2203 Request Groups Facilities Estimated Start 10/1/2025 Date Amy Coykendall, CIP Coordinator 4141 Bailey Road 9 4%4.., xt+. -�a Description Replacement of two existing Dectron packaged -units with a 4 -pipe hydronic system that will dehumidify, condition the air in the Natatorium, and provide supplemental heat for the pool water. Includes decommissioning, demo/removal, installation of new air-cooled chillers, hydronic pumps, and water boilers, commissioning and integration with Building Automation System (converting from Siemens to Climatec). Temporary units will be utilizied during construction phase. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Replacement Estimated Project Life Span: 20 years Project Justification The existing Dectron units are from 2009 and run 24 hours per day. The units have suffered many failures over the years, including 6 compressors and 8 coil replacements. During the life of the unit, an estimated amount in repairs is $900K to $1M. Additionally, the R-22 freon is no longer manufactured, so locating any will be very costly and prohibitive. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 119 FA2203 - Natatorium Air -Handling Replacement Explain & Identify Type of Other Sources: Cash funding from PISD buyout in FY23. 2022A CO $305,000 2023A CO $1,899,000 Capital Cost $5.4M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $5.4M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $4,220,000 $843,999 $335,000 $,398,999 $0 $4,220,000 $0 $844,000 $0 $335,000 9 $,399,000 Funding Sources $5.4M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $5.4M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total General Revenue -Cash Certificates of Obligation Total $3,500,000 $1,898,999 $,398,999 $0 $3,500,000 $0 $1,899,000 9 $,399,000 Operational Costs FY2026 Budget Total Budget (all years) $2.52K $10.9K Project Total $10.9K Detailed Breakdown Category Historical FY2026 FY2027 FY2028 FY2029 Future Budgeted Requested Requested Requested Requested Budgeted Total Operation & Maintenance $0 $2,520 $2,646 Total 0 $2,778 $2,917 $,520 $,646 $,778 $,917 $0 $10,861 $ $0,861 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 12O FA2205 - Reflection Bay WRF Fuel Island FA2205 - Reti ction Bay WRF Fuel Island Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA2205 Request Groups Facilities Estimated Start 10/1/2021 Date Project Location W. • F Description The project will furnish and supply an additional fuel island located at the Reflection Bay WRF and will provide fueling capabilities west of SH288. The project will include a fuel island for diesel and unleaded fuel, associated piping and dispensers, concrete and canopy structure. Images Details Strategic Priority: Resilient Finances Impact on Operating Budget: Yes Type of Project: New Construction Estimated Project Life Span: 20 years Project Justification The project will provide a third fuel site and effectively create 3 zones in the city where vehicles can fuel. With recent flooding and emergencies that have resulted in road closures and isolating the facilities west of SH288 from obtaining fuel from Hillhouse and Service Center fuel island shows a vulnerability. Additionally, recently constructed facilities that house additional fleet vehicles and having a closer fueling site will reduce time and mileage and fueling needs that result from driving to the east side of the City for fuel. Explain & Identify Type of Other Sources: $46,500 from Fund 500 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 121 FA2205 - Reflection Bay WRF Fuel Island $46,500 from Fund 570 2024A CO $538,500 Capital Cost FY2026 Budget $1.97M Total Budget (all years) $1.97M Project Total $1.97M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $1,532,000 So $350,000 $0 $90,000 0 8,972,000 $0 $1,532,000 $0 $350,000 $0 $90,000 0 8,972,000 Funding Sources $632K FY2026 Budget $1.34M Total Budget (all years) Project Total (to date) $1.34M $1.97M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Certificates of Obligation Other Funding Sources Total $538,500 $93,000 $31,500 $1,340,500 $0 8,340,500 $o $1,879,000 $0 $93,000 $ 8,972,000 Operational Costs FY2026 Budget $0 Total Budget (all years) Project Total $52.1K $52.1K Detailed Breakdown Category Historical FY2027 FY2028 FY2029 Budgeted Requested Requested Requested Future Budgeted Total Operation & Maintenance Total $0 $16,538 $17,364 $18,233 $0 0 86,538 87,364 88,233 0 $52,135 $2,135 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 122 FA2401- West Pearland Community Center HVAC Replacement FA2401- West Pearland Community Center HVAC Replacement Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA2401 Request Groups Facilities Estimated Start 10/1/2023 Date Project Location Amy Coykendall, CIP Coordinator 2150 Country Place Parkway 9 dav 4 �..i•+Liu+a —uy Description This project will replace the existing split system HVAC units with a new Carrier 18 Seer system which will heat and cool a total of 6500 sf. This will include all decommissioning, removal, installation of new units, electrical bringing the lifespan to 15 years and improving the FCI score. Details Strategic Priority: Sustainable Infrastructure Type of Project: Refurbishment Impact on Operating Budget: Yes Estimated Project Life Span: 20 YEARS Project Justification The existing units are 10 years old and have suffered several failures. This replacement is identified as a priority 1.1 in the Facility Condition Assessment Phase II report. Explain & Identify Type of Other Sources: 2024A CO- $154,702 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 123 FA2401- West Pearland Community Center HVAC Replacement Capital Cost $155 K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $155K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Total $100,000 $54,699 $54,699 $o si $ $0 $100,000 $0 $54,700 9 $54,700 Funding Sources $155 K FY2026 Budget Total Budget (all years) Project Total (to date) $155K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Certificates of Obligation Total $154,699 $54,699 si $ $0 9 $154,700 $54,700 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 124 FA2405 - Public Safety Training Complex FA2405 - Public Safety Training Complex Overview Project Location Request Owner Amy Coykendall, CIP Coordinator 2555 Cullen Boulevard Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA2405 Request Groups Facilities Estimated Start 10/1/2026 Date LISMIM OW Description This project is composed of three primary elements, which are defined as the Training Building and Emergency Vehicle Operations Course (EVOC) located on Freedom Drive and the Outdoor Firing Range located on Bahler Ave. The Training Building includes areas for public access, administrative support, educational support, indoor firing range, range support, simulation house, and facility support. The EVOC has two interconnected primary areas, a 175'x700' area, and a 450'x750' pad. PPD and PFD will utilize the EVOC, which could also be utilized for training by COP departments. The Freedom site also includes an area for a future EOC/E-911 facility. The exterior firing range will be located on the southwest portion of the city - owned site at Balhler Avenue and consists of 25 lanes at 200 yards and 50 lanes at 50 yards. Images Details Strategic Priority: Resilient Finances Impact on Operating Budget: Yes Type of Project: New Construction Estimated Project Life Span: zo years Project Justification The Police Department has completed licensing processes to provide Basic Peace Officer Certification training to new police employees in the Pearland Police Academy. Critical components are firearms training and emergency driver training. While this is important to academy training, training continues throughout each law enforcement professional's career. Emergency Driver training is conducted at the Pasadena Police Academy facility, while firearms training is performed at the Alvin FY 26-30 Proposed Capital Improvement Plan I Pearland Page 125 FA2405 - Public Safety Training Complex Community College or the Brazoria County Tactical Officers Association Range in Lake Jackson. All these facilities involve travel and time spent away from the City. Additionally, these facilities are used for a fee and scheduled around the priorities of the providing agency. Capital Cost $6.5M FY2026 Budget $0 Total Budget (all years) $55.4M Project Total (to date) $61.9M Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Future Budgeted Requested Requested Total Construction Design/Surveying Contingency Land/Right of Way Total $0 $0 $0 $6,500,000 6,500,000 $0 $8,800,000 $1,000,000 $0 6,800,000 $38,850,000 $0 $6,710,000 $0 $5,560,000 so $38,850,000 So 88,800,000 $0 $7,710,000 $0 $6,500,000 6 61,860,000 Funding Sources $6.5M FY2026 Budget Total Budget (all years) Project Total (to date) $0 $55.4M $61.9M Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Future Budgeted Requested Requested Total Unfunded Future GO Bond Package Certificates of Obligation Total $0 $9,800,000 $45,560,000 $6,500,000 $0 $0 6,500,000 8,800,000 $5,560,000 $0 $55,360,000 $0 $6,500,000 6 61,860,000 Operational Costs FY2026 Budget $0 Total Budget (all years) $269K Project Total $269K Detailed Breakdown Category Historical Budgeted FY2029 Requested Future Budgeted Total Operation & Maintenance Personnel Services Total S0 So 6 $248,497 $20,211 $68,708 $0 $248,497 so $20,211 6 $68,708 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 126 FA2410 - Emergency Distribution Warehouse FA2410 - Emergency Distribution Warehouse Overview Project Location Request Owner Amy Coykendall, CIP Coordinator 2703 Veterans Drive Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA2410 Request Groups Facilities Estimated Start 10/1/2025 Date 4 Description The building involves a metal warehouse design (possibly prefabricated), with structural beam framework, access doorways, garage/bay style doors for mobilization and distribution of large items, HVAC climate control and utilities (water/sewer, electricity, information technology). The facility should be 5,000 square feet in size, but with a possible 15,000 sf concrete pad sites for vehicle access, parking, loading/unloading, and with a drive-thru-style driveway that allows access to assistance/supplies if/when needed. Driveway lanes should include surface gromets that accept awning poles, and the facility height will need to support the dimensions for forklifts and possible ingress/egress for large emergency equipment. A total of 2-4 workstations should be incorporated into the interior design for personnel. The facility will be located behind the existing Fire Administration Building on 2703 Veterans Drive, and will include a generator. Images Details Strategic Priority: Safe Community Impact on Operating Budget: Yes Type of Project: New Construction Estimated Project Life Span: 20 years Project Justification Several major disasters, including but not limited to the 2017 Hurricane Harvey floods and the 2021 Texas Winter Storm, have resulted in situations where local water production and wastewater treatment facilities have failed due to loss of power. Water and other supplies being essential community lifeline resources, there is no dedicated facility with the capacity to FY 26-30 Proposed Capital Improvement Plan I Pearland Page 127 FA2410 - Emergency Distribution Warehouse house emergency supplies for distribution to the community if/when this happens. The proposed Emergency Distribution Warehouse fills that unmet need and provides the City with the ability to store and disburse important supplies and materials during and in the aftermath of a disaster. A Preliminary Engineering Report (PER) has been completed by Joiner Architects; staff created an ancillary/adjunct detail report for the purposes of responding to a FEMA Request for Information (RFI), and the basic cost elements have been determined. Explain & Identify Type of Other Sources: 2023A CO $201,782 FEMA Grant Capital Cost $2.38M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $2.38M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Total $2,204,256 $174,499 $,378,755 $0 Si $0 $2,204,256 $0 $174,500 0 $,378,756 Funding Sources $2.38M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $2.38M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources Certificates of Obligation Total $1,304,484 $1,074,271 $,378,755 $0 si $0 $1,304,484 $0 $1,074,272 0 2,378,756 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 128 FA2410 - Emergency Distribution Warehouse Operational Costs FY2026 Budget $0 Total Budget (all years) $31.6K Project Total $31.6K Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total Operation & Maintenance Total $0 $15,802 $15,802 8 $5,802 $5,802 $0 9 $31,604 $1,604 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 129 FA2501 - Knapp Activity Center Air Conditioning and Building Automation System Integration FA2501 - Knapp Activity Center Air Conditioning and Building Automation System Integration Overview Project Location Request Owner Amy Coykendall, CIP Coordinator 2424 South Park Avenue Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA2501 Request Groups Facilities Estimated Start 10/1/2024 Date S. 'MC • G xt+x -4a Description This project will install the City's standard remote monitoring and control equipment on the facility's HVAC systems and provide a signal interface to send this information back to the monitoring and control system via the City's network. Replace the buildings' air conditioning systems, add new systems to the intermediate distribution frame (IDF) room and add a Building Automation System (BAS) system to all new HVAC equipment. Images I Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: Yes Type of Project: Refurbishment Estimated Project Life Span: 20 years Project Justification The 10,500 -square -foot Senior Center was remodeled between 2007 and mid -2008, adding 4,500 -square -feet, including the replacement of the air conditioning and heating systems. Since then, due to aging and lifecycle replacements, it is recommended that the split AC systems now be replaced as they are now 14 years in service as identified in the facility FY 26-30 Proposed Capital Improvement Plan I Pearland Page 130 FA2501 - Knapp Activity Center Air Conditioning and Building Automation System Integration condition assessment. Additionally, the intermediate distribution frame (IDF) room currently does not have air conditioning and should be added. There was no building automation system in place at that time, but all city -operated facilities were subsequently very equipped. This project will retro-fit the City's standard building automation system to allow Facilities Maintenance to monitor and set internal environmental parameters. Capital Cost $340 K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $340 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Total $339,999 $39,999 $0 e $340,000 $40,000 Funding Sources $340 K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $340 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Certificates of Obligation Total $339,999 $39,999 $1 $ $0 $340,000 9 $40,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 131 FA2502 - Fiber Backbone (Cullen Parkway from Hughes Ranch Road to McHard) FA2502 - Fiber Backbone (Cullen Parkway from Hughes Ranch Road to McHard) Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number FA2502 Request Groups Facilities Estimated Start 10/1/2025 Date 1 -�mc;•xtl -0•iW • G M• n -4a Description Extend and build out the fiber network to reach all city facilities, including traffic signals and support the SCADA network. Funds in 2024 will bring fiber along Cullen Parkway from Hughes Ranch Rd to McHard for approximately 4,200 LF. This fiber run will pick up 1 traffic signal as well as provide a loop from PSB to City Hall. Images V FA2502 Details Strategic Priority: Connected Community Impact on Operating Budget: Yes Type of Project: New Construction Estimated Project Life Span: 20 years Project Justification The City currently relies on Fiber Optic cabling to connect major facilities to their applications, as well as traffic signal and camera operations along major thoroughfares. The IT Department began consolidating the City's data centers down to a single data center in an effort to reduce cost, streamline operations, and centralize technology. This effort could only be accomplished by having the Fiber Optic infrastructure in place to support system operations. As the City continues to build new facilities, remodel old facilities, and install critical infrastructure components, reliable connectivity to the applications and systems is essential. Fiber Optic cabling provides seemingly limitless connectivity between sites and provides superior quality over other mediums. There are a few standalone fiber projects proposed to connect remaining sites as well as traffic signals. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 132 FA2502 - Fiber Backbone (Cullen Parkway from Hughes Ranch Road to McHard) Capital Cost FY2026 Budget $274K Total Budget (all years) $274K Project Total $274K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $0 e $210,000 $34,000 $30,000 $74,000 $0 $210,000 $0 $34,000 $0 530,000 s $74,000 Funding Sources FY2026 Budget $274K Total Budget (all years) Project Total $274K $274K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total General Revenue -Cash Total $o e $274,000 $74,000 $0 $274,000 0 $74,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 133 FA2505 - Stella Roberts Recycling Center HVAC Replacement FA2505 - Stella Roberts Recycling Center HVAC Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 311 - Streets Type Capital Improvement Project Number FA2505 Request Groups Facilities Estimated Start 10/1/2025 Date 5800 Magnolia Parkway 70.1 Description Replacement of the existing heating, ventilation and air conditioning systems with two new HVAC split systems, fresh air exhaust systems and integrate with the City's building automation system. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: Replacement Estimated Project Life Span: 15 years Project Justification The existing HVAC systems are 15 years of age and run 16 hours a day. These units have been identified as a priority 1 end -of - life cycle in the 2021 Facilities Condition Assessment. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 134 FA2505 - Stella Roberts Recycling Center HVAC Replacement Capital Cost $90K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $90K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Total $89,999 $9,999 $0 $ $90,000 $0,000 Funding Sources $90K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $90K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total General Revenue -Cash $89,999 Total $9,999 $0 $ $90,000 $0,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 135 FA2601- Fiber Backbone Magnolia (Business Center to Kirby Water Plant) FA2601 - Fiber Backbone Magnolia (Business Center to Kirby Water Plant) Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA2601 Request Groups Facilities Estimated Start 10/1/2026 Date Amy Coykendall, CIP Coordinator Project Location Description Extend and build the fiber network to reach all city facilities, including buildings, parks, lift stations, traffic signal, and water facilities and support the SCADA network. Funds in 2026 will bring fiber along Magnolia from the Business Center to Kirby Water Plant for approximately 7,600 LF. This fiber run will pick up a water plant, 3 traffic signals, and is part of a loop that will connect the entire City from West to East. This loop will provide redundancy for all communications West of Cullen as well as city-wide. South Gate Lift Station at 3551 Kirby Drive will be connected to the City network. Details Strategic Priority: Connected Community Impact on Operating Budget: No Type of Project: New Construction Estimated Project Life Span: 10 years Project Justification The City currently relies on Fiber Optic cabling to connect major facilities to their applications, as well as traffic signal and camera operations along major thoroughfares. The IT Department began consolidating the City's data centers down to a single data center in an effort to reduce cost, streamline operations, and centralize technology. This effort could only be accomplished by having the Fiber Optic infrastructure in place to support system operations. As the City continues to build new facilities, remodel old facilities, and install critical infrastructure components, reliable connectivity to the applications & systems is essential. Fiber Optic cabling provides seemingly limitless connectivity between sites and provides superior quality over other mediums. There are a few standalone fiber projects proposed to connect remaining sites as well as traffic signals. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 136 FA2601 - Fiber Backbone Magnolia (Business Center to Kirby Water Plant) Capital Cost FY2026 Budget $0 Total Budget (all years) $620K Project Total $620K Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $0 e $520,000 $60,000 $40,000 $20,000 $0 $520,000 $0 560,000 $0 $40,000 e $20,000 Funding Sources FY2026 Budget $0 Total Budget (all years) Project Total $620K $620K Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total W/S Revenues - Cash General Revenue -Cash Total $0 $310,000 $0 $310,000 0 $20,000 $0 $310,000 $0 $310,000 0 $20,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 137 FA2701 - Stella Roberts Recycling Center Roof and Gutter Replacement FA2701 - Stella Roberts Recycling Center Roof and Gutter Replacement Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number FA2701 Request Groups Facilities Estimated Start 10/1/2026 Date Project Location Amy Coykendall, CIP Coordinator 5800 Magnolia Parkway ,-:.1 L �.i•+L xt+k -�4a Description This project will replace the existing metal on the building with a similar seamless metal roofing system. The work will include removal and installation of the roof and all gutters and downspouts. The roof must meet city criteria. Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: Replacement Estimated Project Life Span: 20 years Project Justification This replacement is identified as a priority 2.1 in the Facility Condition Assessment Phase II report with an end of life in 2026. The gutter system leaks and no longer functions properly. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 138 FA2701 - Stella Roberts Recycling Center Roof and Gutter Replacement Capital Cost FY2026 Budget $0 Total Budget (all years) $684K Project Total $684K Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $0 8 $520,000 $104,000 $60,000 $84,000 $0 $520,000 $0 $104,000 $0 $60,000 $ $84,000 Funding Sources FY2026 Budget $0 Total Budget (all years) Project Total $684K $684K Detailed Breakdown Category Historical Budgeted P12028 Requested Future Budgeted Total Certificates of Obligation Total $o 8 $684,000 $84,000 $0 $684,000 $ $84,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 139 FA2702 - Fiber Backbone (Dixie Farm from Broadway to Main) FA2702 - Fiber Backbone (Dixie Farm from Broadway to Main) Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 330 - Facilities Management Type Capital Improvement Project Number FA2702 Request Groups Facilities Estimated Start 10/1/2026 Date 0, ..".,,... LEl the Gn 4a. •G M•5. -4a Description The goal of this project is to extend the fiber network by approximately 20,000 LF along Dixie Farm Rd from Broadway to Main to connect 4 traffic signals (Westfield Ln, Hastings Friendswood, Pearland Parkway, Main St) and 4 wastewater lift stations (Pine Hollow, Rustic Elementary, Oakbrook Estates, Dixie Farm 5). Images Details Strategic Priority: Sustainable Infrastructure Impact on Operating Budget: No Type of Project: New Construction Estimated Project Life Span: 30 Project Justification Fiber optic networking provides increased reliability and speed over the existing cellular connections currently utilized for the locations targeted by this project. Providing fiber optic networking to the 4 traffic signals and 4 lift stations in this project will allow for improved speed of traffic preemption for emergency vehicles, real-time monitoring of cameras, and reliable monitoring and alerting for the SCADA system. This run will also serve as a connection point for a future loop (via Pearland Parkway) for facilities East of Liberty for which there is currently no redundancy. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 140 FA2702 - Fiber Backbone (Dixie Farm from Broadway to Main) Capital Cost FY2026 Budget so Total Budget (all years) $1.24 M Project Total $1.24M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $1,060,000 So $100,000 $0 $75,000 8 $,235,000 $0 $1,060,000 $0 $100,000 So $75,000 9 $,235,000 Funding Sources FY2026 Budget so Total Budget (all years) Project Total $1.24 M $1.24 M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total W/S Revenues - Cash General Revenue -Cash Total $0 $617,500 $0 $617,500 0 $,235,000 $0 $617,500 $0 $617,500 9 $,235,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 141 FA2802 - Public Safety Building Roof Replacement FA2802 - Public Safety Building Roof Replacement Overview Request Owner Department Type Project Number Request Groups Estimated Start Date Amy Coykendall, CIP Coordinator 300 - PW Engineering & Capital Projects Capital Improvement FA2802 Facilities 10/1/2027 Project Location 2555 Cullen Boulevard 4 Description This project will replace the existing thermoplastic- olefin roof on the building with a new material. The work will include the installation of mechanical fasteners on spacings to meet current City standards for windstorm uplift requirements, including roof dams and copings, equipment curbs and heat fusing seams and reinstalling metal wall caps and cleats. Images Details Strategic Priority: Sustainable Infrastructure Type of Project: Replacement Impact on Operating Budget: No Estimated Project Life Span: 20 years Project Justification The 80,000 -square -foot Public Safety Building was constructed between 2008 and 2010 and incorporated a thermoplastic olefin (TPO) roof membrane to meet LEED heat island requirements. This material has a 20 -year life expectancy and has been in service for 14 years and is beginning to show fatigue in high -stress areas on corners and at folds, producing leaks. The Facilities Condition Assessment priority is 4.0 for future life -cycle replacement. Over the next 7-10 years, maintenance and repair will increase 15% year -over -year due to the ongoing stress on the membrane surface caused by climate and aging issues. The replacement is scheduled for 2028. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 142 FA2802 - Public Safety Building Roof Replacement Capital Cost FY2026 Budget $o Total Budget (all years) $2.62M Project Total $2.62M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $1,750,000 $0 $670,000 $0 $200,000 8 $,620,000 $0 $1,750,000 $0 $670,000 $0 $200,000 9 $,620,000 Funding Sources FY2026 Budget Total Budget (all years) $0 $2.62M Project Total $2.62M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total Certificates of Obligation Total So $2,620,000 8 $,620,000 $0 $2,620,000 0 $,620,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 143 Parks Parks FY26 - FY30 Parks Projects (including Historical Budgeted, Future Budgeted) $3OM $2OM $1OM 0 $4M $23M 0 0 0 0 Historical Budgeted 2026 2027 2028 2029 2030 Future Budgeted • PK1904- Clear Creek Trail (Barry $10,215,000 18.54% Rose WRF to UHCL) • PK2301- Park Equipment $453,405 0.82% Recapitalization Program PK2402 - Hickory Slough $16,708,719 30.32% Sportsplex Phase II • PK2501-Independence Park $15,981,000 29.00% Phase II PK2503 - Clear Creek Trail $10,705,000 19.43% Segment 5 • PK2504 - Centennial Park Storage $790,000 1.43% Building • PK2701 - PER for Future Bond $250,000 0.45% Referendum Summary of Requests Historical Budgeted Project No. / Category FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total PK190 PK1904-Clear $1,150,000 $9,065,000 $0 $0 $0 $0 $0 $10,215,000 4 Creek Trail (Barry Rose WRF to UHCL) PK23O1 PK2301- Park $453,404 $1 $0 $0 $0 $0 $0 $453,405 Equipment Recapitalization Program PK240 PK2402- $0 $16,708,719 $0 $0 $0 $0 $0 $16,708,719 2 Hickory Slough Sportsplex Phase II PK2501 PK2501- $0 $2,255,000 $13,726,000 $0 $0 $0 $0 $15,981,000 Independence Park Phase II PK25O PK2503-Clear $1,500,000 $100,000 $9,105,000 $0 $0 $0 $0 $10,705,000 3 Creek Trail Segment 5 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 144 Parks Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total P K25O PK2504 - 4 Centennial Park Storage Building P K2701 PK2701 - PER for Future Bond Referendum Total Summary of Requests $789,999 $1 S0 $0 $0 $0 $0 $790,000 $0 $0 $250,000 $0 $0 $0 $0 $250,000 $,893,403 $8,128,721 $3,081,000 0 0 0 $ $5,103,124 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 145 PK1904 - Clear Creek Trail (Barry Rose WRF to UHCL) PK19O4 - Clear Creek Trail (Barry Rose WRF to UHCL) Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number PK1904 Request Groups Parks Estimated Start 10/1/2018 Date Project Location IRrportr obrmir- Description When complete, the Clear Creek Trail will span more than 21 miles across 3 counties and two cities, providing a signature recreational amenity to Pearland's Park and Trail system. The project will consist of the installation of 10,000 linear feet (1.9 miles) of 10 -foot -wide concrete multi -use path with benches, waste receptacles, and furnishings, a pedestrian bridge that crosses Clear Creek, and a trail head that will include parking, lighting, irrigation, and drinking fountain. The trail will connect with the Green Tee Trail and continue along the south side of Clear Creek to the UHCL. This segment is identified as part of sections 4.4 and 4.5 in the Clear Creek Trail Master Plan. Images Details Strategic Priority: Connected Community Impact on operating budget: Yes Type of Project: New Construction Project Justification This project is an extension of the Trail Master Plan that was adopted by the Council and received HGAC funding. Previous citizen surveys have listed the hike and bike trails as a priority for acquisition and development. The segment positions the FY 26-30 Proposed Capital Improvement Plan I Pearland Page 146 PK1904 - Clear Creek Trail (Barry Rose WRF to UHCL) trail to eventually tie into the future segments planned for the banks of Clear Creek and across the northern boundaries of the City. Explain & Identify Type of Other Sources: 2021A CO $500,000.00 2023A CO $250,000.00 Other Funding Sources: Fund 501 Fund Balance $169,672 and Park Zone 1 Funds $230,328 (2022) Capital Cost $1.15M FY2026 Budget $9.07M Total Budget (all years) $9.07 M Project Total (to date) $10.2M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Total SO $8,100,000 $0 $965,000 $900,000 $250,000 $,150,000 $0 $0 9,065,000 $0 $8,100,000 $0 $965,000 $o $900,000 $0 $250,000 9 $0,215,000 Funding Sources $1.15M FY2026 Budget $9.07M Total Budget (all years) Project Total (to date) $9.07M $10.2M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total HGAC-TIP P Certificates of Obligation Other Funding Sources Total $0 $6,684,126 $750,000 $2,380,874 $400,000 $0 $,150,000 9,065,000 $0 $6,684,126 $0 $3,130,874 $0 $400,000 9 $0,215,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 147 PK1904 - Clear Creek Trail (Barry Rose WRF to UHCL) Operational Costs FY2026 Budget $o Total Budget (all years) $1.19M Project Total $1.19M Detailed Breakdown Category Historical FY2027 FY2028 FY2029 Budgeted Requested Requested Requested Future Budgeted Total Personnel Services Capital Outlay Operation & Maintenance Total $0 $301,584 $310,632 $319,951 $0 $932,167 $0 $142,057 $0 $0 $0 $142,057 $0 $42,014 $37,336 $39,203 $0 $118,553 $ $85,655 $47,968 $59,154 9 $,192,777 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 148 PK23O1 - Park Equipment Recapitalization Program PK23O1 - Park Equipment Recapitalization Program Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number PK23O1 Request Groups Parks Estimated Start 10/1/2023 Date L.etfJ�c Gn G jai, G M•!. -4a Description Recapitalization will utilize a capital replacement program that is regularly updated, to provide updates, & replacement of equipment or facilities, such as water play features & structures, playground equipment, irrigation & dog park amenities. This project will focus on replacement of pathways and walkways that need repair as recommended by the Parks Masterplan and Multi -modal Masterplan. Through these efforts, the department will bridge the gap and make connections that continue to improve on overall accessibility and longevity of the Parks system. Types of improvements will include repair to sidewalks, trails and pathways. Primary target areas will be identified through the multi -modal master plan findings. Details Strategic Priority: Connected Community Impact on operating budget: No Type of Project: Other improvement Project Justification As our population base grows, proportionally the use and wear on our assets grows. A proactive decision to maintain a safe and desirable park infrastructure is a trademark of a signature community. Based on several in-depth studies, most recently from a joint endeavor among the Brookings Institute and the school of economics at Harvard University, it has been determined that deferred maintenance can cost as much as 600% of the figures associated with a proactive systemic maintenance culture. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 149 PK2301 - Park Equipment Recapitalization Program Capital Cost $453 K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $453 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Equipment and Furniture Total $453,404 $53,404 $0 9 $453,405 $53,405 Funding Sources $453K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $453 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total 2007&2019GO Bonds Total $453,404 $53,404 $1 $ $0 9 $453,405 $53,405 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 150 PK24O2 - Hickory Slough Sportsplex Phase II PK24O2 - Hickory Slough Sportsplex Phase II Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number PK24O2 Request Groups Parks Estimated Start 10/1/2023 Date Project Location Amy Coykendall, CIP Coordinator 7600 Hughes Ranch Road Description Proposed improvements include the addition of six lighted sports fields, a mix of turf and artificial fields, within the expanded detention pond, a pavilion, doubling the size of the parking lot, expanding the restroom and concession facilities, adding a small maintenance building, playground and lighting the remaining three existing fields. This project also includes the evaluation of trees and sidewalk connectivity, along with the extension of fiber and the incorporation of security cameras. Images (1fI! Details Strategic Priority: Connected Community Impact on operating budget: Yes Type of Project: New Construction Project Justification Hickory Slough Sportsplex serves as the home of two youth sports associations that help meet community needs. Pearland Youth Lacrosse (PYLAX) has utilized Hickory Slough since its opening and Shadow Creek Soccer Club (SCSC) has called Hickory Slough home since 2018. The two organizations provide recreational and competitive sports programs. In 2021, PYLAX and SCSC served 1,334 participants combined over two seasons. Hickory Slough Sportsplex has hosted events such as the TAAF Winter Games from 2018-2020 and draws significant interest as potential sites for large athletic tournaments. The City of Pearland has formalized a cost -sharing agreement with the Pearland Economic Development Corporation (PEDC). FY 26-30 Proposed Capital Improvement Plan I Pearland Page 151 PK2402 - Hickory Slough Sportsplex Phase II Explain & Identify Type of Other Sources: PEDC $16,708,719 Capital Cost FY2026 Budget $16.7M Total Budget (all years) $16.7M Project Total $16.7M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Equipment and Furniture Total $0 $0 $0 $0 6 $12,390,415 $1,962,202 $1,798,502 $557,600 $6,708,719 $0 $12,390,415 $0 $1,962,202 $0 $1,798,502 $0 $557,600 0 $6,708,719 Funding Sources FY2026 Budget $16.7 M Total Budget (all years) Project Total $16.7 M $16.7 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total PEDC Total $0 6 $16,708,719 $6,708,719 $0 6 $16,708,719 $6,708,719 Operational Costs FY2026 Budget so Total Budget (all years) Project Total $1.28 M $1.28 M Detailed Breakdown Category Historical FY2027 FY2028 FY2029 Budgeted Requested Requested Requested Future Budgeted Total Operation & Maintenance Personnel Services Capital Outlay Total $0 $15,955 $313,220 $323,285 $0 $652,460 $0 $0 $216,891 $254,880 $0 $471,771 $0 $0 $153,449 $0 $0 $153,449 0 $5,955 $83,560 $78,165 0 $,277,680 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 152 PK25O1- Independence Park Phase II PK25O1- Independence Park Phase II Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number PK25O1 Request Groups Parks Estimated Start 10/1/2024 Date Project Location Description Phase II improvements to Independence Park will build on amenities completed in Phase I. Planned amenities include the incorporation of the adjacent detention pond as a usable park amenity lake, addition of landscaping, parking, restrooms, irrigation, lighting, internal trails and sidewalk connections, additional electrical service to support the parks' infrastructure, the pavilion for a seasonal ice rink and permanent outlet installation at the Vendor Allee. Phase II improvements also include a water spray park (recirculation system) and expanding the playground space. In addition to the added amenities, the needed support infrastructure (walkways, tables, benches, lighting, water, electrical, etc.) will be completed as well. Images Details Strategic Priority: Connected Community Impact on operating budget: Yes Type of Project: New Construction Project Justification For Independence Park to become a premier regional festival/event venue for Pearland, several facilities -related improvements must be implemented; many of which are included within the park's Phase 2 enhancement program. Based on prioritization exercises conducted with the 2020 Parks, Recreation Open Spaces and Trails Master Plan Independence Park is highly utilized, and Phase II enhancements are a top priority. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 153 PK25O1- Independence Park Phase II Capital Cost FY2026 Budget $2.26M Total Budget (all years) $16M Project Total $16M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Future Budgeted Requested Requested Total Construction Contingency Design/Surveying Total $0 $0 $0 $0 $11,200,000 $500,000 $2,250,000 $1,755,000 $276,000 2,255,000 $3,726,000 $0 $11,200,000 $0 $2,750,000 $0 $2,031,000 $ $5,981,000 Funding Sources FY2026 Budget $2.26M Total Budget (all years) Project Total $16M $16M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Future Budgeted Requested Requested Total 2023 General Obligation Bonds Total $0 $2,255,000 $13,726,000 $ $,255,000 $3,726,000 $0 $15,981,000 $ $5,981,000 Operational Costs FY2026 Budget $0 Total Budget (all years) Project Total $557 K $557 K Detailed Breakdown Category Historical FY2027 FY2028 FY2029 Budgeted Requested Requested Requested Future Budgeted Total Personnel Services Operation & Maintenance Capital Outlay Total $0 $0 $181,065 $177,380 $0 $358,445 $0 $3,888 $54,176 $65,626 $0 $123,690 $0 $0 $74,609 $0 $0 $74,609 $ $,888 $09,850 $43,006 $ $56,744 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 154 PK25O3 - Clear Creek Trail Segment 5 PK25O3 - Clear Creek Trail Segment 5 Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number PK25O3 Request Groups Parks Estimated Start 10/1/2025 Date Project Location V �giltl ': 9 uc Cirp a++,.a�• Fxna Description Approximately 19,000 linear feet of 10 -ft -wide recreational/utility trail along Clear Creek, from Province Village's trail end to Dixie Farm Park. Images Clear Creek Trail Segment 5 Details Strategic Priority: Connected Community Impact on operating budget: No Type of Project: New Construction Project Justification This project is identified within the Clear Creek Trail Master Plan as trail segments 5.2, 5.3, and 5.4, with references to the Multi -Modal Master Plan, Pearland Parks Master Plan, and the Pearland Capital Improvement Program. The project supports the continuity of trail segments that will ultimately make up a 21 -mile stretch of improved hike and bike trail along Clear Creek, connecting the City from end to end, from Shadow Creek Ranch to Dixie Farm Park. Explain & Identify Type of Other Sources: 2024 Harris County Precinct 2 Partnership Program ($4,141,950.00) FY 26-30 Proposed Capital Improvement Plan I Pearland Page 155 PK2503 - Clear Creek Trail Segment 5 Capital Cost $1.5M FY2026 Budget Total Budget (all years) $100K $9.21M Project Total (to date) $10.7M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total Construction Design/Surveying Land/Right of Way Contingency Total $0 $0 $8,500,000 $1,000,000 $100,000 $255,000 $500,000 $0 $0 $0 $0 $350,000 $,500,000 $00,000 9,105,000 $0 $8,500,000 $0 $1,355,000 $0 $500,000 $0 $350,000 8 $0,705,000 Funding Sources $1.5M FY2026 Budget $100K Total Budget (all years) Project Total (to date) $9.21M $10.7M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total Certificates of Obligation Other Funding Sources Total $750,000 $750,000 $,500,000 $100,000 $5,713,050 $0 $3,391,950 $00,000 9,105,000 $0 $6,563,050 $0 $4,141,950 8 $0,705,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 156 PK25O4 - Centennial Park Storage Building PK25O4 - Centennial Park Storage Building Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 540 - Parks Type Capital Improvement Project Number PK25O4 Request Groups Parks Estimated Start 12/11/2024 Date Estimated 09/6/2025 Completion Date Description This project will include the design and construction of a new 1,800 -square -foot storage building (inclusive of utilities and site preparations) located in Centennial Park between fields 2 & 3. Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: New Construction Estimated Project Life Span: 50 years Project Justification Centennial Park is one of the City of Pearland's largest community parks that serves residents and visitors through a wide variety of amenities. The existing restroom facility between fields 1-4 was renovated in 2022 to help accommodate the highly attended event rentals such as tournaments. To accommodate the expanded restroom capacity, the building's storage space had to be removed. This project provides a remedy to the lost storage space following the 2022 restroom expansion project. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 157 PK25O4 - Centennial Park Storage Building Capital Cost $790K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $790K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $550,000 $149,999 $90,000 $89,999 $0 $1 $0 $0 $550,000 $0 $150,000 $0 $90,000 s $90,000 Funding Sources $790K FY2026 Budget Total Budget (all years) Project Total (to date) $790K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total General Revenue -Cash Total $789,999 $89,999 $0 $790,000 9 $90,000 Operational Costs FY2026 Budget $o Total Budget (all years) $0 Project Total $0 Detailed Breakdown Category Historical Budgeted Future Budgeted Total Capital Outlay Total $o e $o 9 S0 e FY 26-3O Proposed Capital Improvement Plan I Pearland Page 158 PK27O1 - PER for Future Bond Referendum PK27O1 - PER for Future Bond Referendum Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number PK27O1 Request Groups Parks Estimated Start 10/1/2027 Date Project Location Ldrd ungLeCrty Description Provide funding for preliminary engineering on 5-7 future projects to be identified that would be funded within the City's next bond referendum. Preliminary engineering would tighten down scopes and provide for estimated construction dollars that would be needed to take a proposition to the voters. Details Strategic Priority: Resilient Finances Impact on operating budget: Yes Type of Project: Other improvement Project Justification The Parks Master Plan provides a list of recommendations for future projects and upgrade criteria that will be incorporated into a prioritized list of projects. Capital Cost FY2026 Budget $o Total Budget (all years) Project Total $250 K $250 K Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total Prelim. Engineering Report $0 $250,000 Total 0 $50,000 $o e $250,000 $50,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 159 PK27O1 - PER for Future Bond Referendum Funding Sources FY2026 Budget $0 Total Budget (all years) $250K Project Total $250K Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total General Revenue -Cash Total $0 9 $250,000 $50,000 $0 9 $250,000 $50,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 160 Streets Streets FY26 - FY30 Streets Projects (including Historical Budgeted, Future Budgeted) $150M $102M $100M $50M 0 $11M $26M 0 0 0 0 Historical Budgeted 2026 2027 2028 2029 2030 Future Budgeted • TR0601 - Mykawa Road Widening $33,137,723 23.94% - BW8 to FM 518 • TR1501 - Smith Ranch Road $13,696,000 9.89% Extension (CR 94) - Hughes Ranch Road to Broadway TR1904 - Bailey Road Expansion - $18,458,000 13.33% Veterans Dr to Main • TR1905 - Shadow Creek Parkway $8,520,000 6.15% Landscaping, Street Lighting, & Sidewalks TR2001 - Pearland Parkway at $1,834,000 1.32% Broadway Intersection Improvements • TR2101 - Broadway Expansion $1,000,000 0.72% Phase 1 (SH 288 to Old Chocolate Bayou) • TR2103-Intersection $10,394,000 7.51% Improvements in Shadow Creek Ranch • TR2203 - Median Landscaping on $500,000 0.36% Kingsley & Kirby TR23O1-Pearland Parkway at $1,898,000 1.37% Barry Rose Intersection Improvements TR2302 - Street Reconstruction - $9,210,000 6.65% Sherwood TR2303 - Hughes Road (Pearland $12,246,000 8.85% Parkway to City of Pearland City Limit) • TR2401 - Concrete Sidewalk Gaps $15,400,000 11.12% and Replacement • TR2402 - Dixie Farm Road at $980,000 0.71% Hastings Friendswood Road Intersection Improvements FY 26-30 Proposed Capital Improvement Plan I Pearland Page 161 Streets • TR2502 - Broadway Expansion $7, 000, 000 5.06% Phase 2 - Old Chocolate Bayou to McLean Rd. • TR2510 - Pearland Parkway Bridge $800, 000 0.58% Soil Erosion Repair (at Clear Creek) • TR2601 - Barry Rose Masonry Wall $1, 565, 000 1.13% Replacement • TR2603 - Traffic Signal at $920, 000 0.66% Kingsley/CR48 • TR2604 - TxDOT Traffic Signal $381, 500 0. 28% Upgrade along SH35 • TR2705 - PER for Future Bond $500, 000 0.36% Referendum -Streets Summary of Requests Project No./ Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total TR060 TR0601- $12,337,723 $0 $20,800,000 $0 $0 $0 $0 $33,137,723 1 Mykawa Road Widening - BW8 to FM 518 TR1501 TR1501-Smith $13,695,999 $1 $0 $0 $0 $0 $0 513,696,000 Ranch Road Extension (CR 94) - Hughes Ranch Road to Broadway TR190 TR1904-Bailey $18,457,999 $1 $0 $0 $0 $0 $0 $18,458,000 4 Road Expansion - Veterans Dr to Main TR1905 TR1905- $8,519,999 $1 $0 $0 $0 $0 $0 $8,520,000 Shadow Creek Parkway Landscaping, Street Lighting, & Sidewalks TR200 TR2001 - $1,833,999 $1 $0 $0 $0 $0 $0 $1,834,000 1 Pearland Parkway at Broadway Intersection Improvements TR2101 TR2101- $999,999 $1 $0 $0 $0 $0 $0 $1,000,000 Broadway Expansion Phase l (SH 288 to Old Chocolate Bayou) TR2103 TR2103- $10,393,999 $1 $0 $0 $0 S0 S0 $10,394,000 Intersection Improvements in Shadow Creek Ranch FY 26-30 Proposed Capital Improvement Plan I Pearland Page 162 Streets Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total TR220 TR2203 - 3 Median Landscaping on Kingsley & Kirby TR2301 TR2301- Pearland Parkway at Barry Rose Intersection Improvements TR230 TR2302 - Street 2 Reconstruction -Sherwood TR230 TR2303- 3 Hughes Road (Pearland Parkway to City of Pearland City Limit) TR240 TR2401- 1 Concrete Sidewalk Gaps and Replacement TR240 TR2402 - Dixie 2 Farm Road at Hastings Friendswood Road Intersection Improvements TR250 TR2502 - 2 Broadway Expansion Phase 2 -Old Chocolate Bayou to McLean Rd. TR2510 TR2510 - Pearland Parkway Bridge Soil Erosion Repair (at Clear Creek) TR2601 TR2601-Barry Rose Masonry Wa l l Replacement TR260 TR2603 - Traffic 3 Signal at Kingsley/CR48 TR260 TR2604 - 4 TxDOTTraffic Signal Upgrade along SH35 TR270 TR2705 - PER 5 for Future Bond $499,999 $1 $0 $0 $0 $0 $0 $260,000 $1,638,000 $8,180,000 $12,245,999 $6,600,000 $979,999 $6,999,999 $100,000 $1,030,000 $1 $500,000 So So $0 $0 $o $1,898,000 $0 $0 $0 So So $9,210,000 $0 $0 $0 $0 $0 $12,246,000 $4,400,000 $4,400,000 $1 $1 $700,000 $0 $1,565,000 $o $0 so $920,000 $381,500 so $0 $0 $0 So $15,400,000 $0 $0 $0 so so $980,000 $0 $0 $0 $0 So $7,000,000 $0 $0 $0 $0 $0 $800,000 $0 $0 $0 $0 So $1,565,000 $0 $o $500,000 $0 $o so $0 $o so $0 So so $0 So so $920,000 $381,500 $500,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 163 Streets Project No. / Category Referendum - Streets Total Summary of $02,105,713 $0,634,510 $5,700,000 9 0 0 0 $38,440,223 Requests Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Total FY 26-30 Proposed Capital Improvement Plan I Pearland Page 164 TR0601 - Mykawa Road Widening - BW8 to FM 518 TR0601 - Mykawa Road Widening - BW8 to FM 518 Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number TR0601 Request Groups Streets Estimated Start 10/1/2021 Date Amy Coykendall, CIP Coordinator Project Location 171 Description Construct approximately 3 miles of 4 -lane concrete curb and gutter -divided boulevard section roadway, including storm sewers, outfalls and detention, traffic signals, streetlights, and related items, landscape and irrigation, and a 10' shared use path. This project will require full environmental assessment and ROW acquisitions along the alignment. Installation of approximately 11,000' of fiber from FM 518 to the intersection at Brookside Rd. Funding is an 80/20 split with TxDOT. TxDOT will bid, construct, and manage the project. Images Details Strategic Priority: Connected Community Impact on operating budget: Yes Type of Project: Expansion Project Justification This proposed roadway, included in the City's Thoroughfare Plan and one of the 2007 Bond Program, projects to alleviate North -South traffic between Beltway 8 and FM 518. This roadway is heavily industrial and will provide an additional thoroughfare for commercial truck traffic. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 165 TR0601 - Mykawa Road Widening - BW8 to FM 518 Explain & Identify Type of Other Sources: Prior to 2008 $108,723 (CO's) 2017 PIB $1,036,639 2018 PIB $2,240,720 2022 2007 GO $4,777,600 Funds from the Traffic Fund $1,141 and the Sidewalk Fund $4,220. HGAC TIP estimated funding $31,641,226 (construction managed by TxDOT and AFA for a total of $2,237,680. The design is $759,280 and the land is $1,478,400( managed by the City). Capital Cost $12.3M FY2026 Budget Total Budget (all years) Project Total (to date) $0 $20.8M $33.1M Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total Construction Land/Right of Way Design/Surveying Contingency Prelim. Engineering Report Total $0 $19,600,000 $7,690,000 $0 $4,050,000 $0 $489,000 $1,200,000 $108,723 $0 $2,337,723 $0,800,000 $0 $19,600,000 $0 $7,690,000 SO $4,050,000 $0 $1,689,000 $0 $108,723 $ $3,137,723 Funding Sources $12.3M FY2026 Budget Total Budget (all years) Project Total (to date) $0 $20.8M $33.1M Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total Certificates of Obligation 2007 & 2019 GO Bonds HGAC-TIP Other Funding Sources General Revenue -Cash Total $1,485,823 $20,800,000 $8,606,859 $0 $2,237,680 $0 $5,361 $0 $2,000 $0 $2,337,723 $0,800,000 $0 $22,285,823 $0 $8,606,859 $0 $2,237,680 SO $5,361 So $2,000 $ $3,137,723 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 166 TR1501 - Smith Ranch Road Extension (CR 94) - Hughes Ranch Road to Broadway TR1501 - Smith Ranch Road Extension (CR 94) - Hughes Ranch Road to Broadway Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number TR1501 Request Groups Streets Estimated Start 10/1/2021 Date Amy Coykendall, CIP Coordinator Project Location L!CL,c [.T, Description Expansion of Smith Ranch Road from 2 -lane asphalt into divided 4 -lane with raised medians, concrete curb and gutter, storm sewer, shared use path, streetlights, landscaping, and irrigation. Limits are from Hughes Ranch Road, south of approximately 3,250 LF to 2,040 LF north of Broadway. It includes approximately 6,000' of fiber from FM 518 to Westside Event Center. Smith Ranch Road Lift Station at 23101/2 Smith Ranch Road will be connected to a fiber optic network. Images Details Strategic Priority: Safe Community Impact on operating budget: Yes Type of Project: Expansion Project Justification Construction of the SH 288 Toll Lanes and the T -Ramp Access point at Hughes Ranch Road will increase traffic on this roadway. Demand for improved access to the toll lanes from FM518 requires the expansion of this roadway. The project also provides additional North/South capacity by running parallel to the SH 288 corridor and Cullen Parkway. HGAC selected the project to receive 80% federal funding through the 2013 TIP. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 167 TR1501 - Smith Ranch Road Extension (CR 94) - Hughes Ranch Road to Broadway Explain & Identify Type of Other Sources: 2015 PIB $114,700 2017 PIB & REFUNDING $609,628 2018 PIB $716,000 2022A $774,400 2024 PIB 2007 GO $2,340,000 Includes HGAC TIP funds in the amount of $3,899,591. Funding from the Traffic Improvement Funds totals $91 in 2015. $609,700 transferred from Old Alvin in 2017. $201,505 transferred from Hughes Ranch Rd (TR1201). Other Funding Sources - Community Project Funds -$2,000,000 Capital Cost $13.7 M FY2026 Budget Total Budget (all years) Project Total (to date) $13.7 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Land/Right of Way Contingency Design/Surveying Total $8,330,000 $2,200,000 $1,665,999 $1,500,000 $3,695,999 $0 $8,330,000 $0 $2,200,000 $0 $1,666,000 So $1,500,000 9 $3,696,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 168 TR1501 - Smith Ranch Road Extension (CR 94) - Hughes Ranch Road to Broadway Funding Sources $13.7M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $13.7M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total HGAC-TI P 2007 & 2019 GO Bonds Other Funding Sources Certificates of Obligation Total $6,329,976 $0 $3,780,328 $0 $2,811,295 $1 $774,400 $0 $3,695,888 $ $0 $6,329,976 $0 $3,780,328 $0 $2,811,296 $0 $774,400 $ $3,696,000 Operational Costs FY2026 Budget Total Budget (all years) $4 $145K Project Total $145K Detailed Breakdown Category Historical FY2027 FY2028 FY2029 Budgeted Requested Requested Requested Future Budgeted Total Operations & Maintenance Personnel Services Total $0 $39,132 $41,089 $43,143 $0 $123,364 $0 $7,155 $7,369 $7,590 $0 $22,114 $ $6,287 $8,458 $0,733 8 $45,478 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 169 TR1904 - Bailey Road Expansion - Veterans Dr to Main TR1904 - Bailey Road Expansion - Veterans Dr to Main Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number TR1904 Request Groups Streets Estimated Start 10/1/2025 Date Amy Coykendall, CIP Coordinator Project Location Description This project consists of widening the current two-lane roadway to a four -lane lane boulevard section to match the existing roadway cross-section to the east and west. The project will include the addition of a new above grade crossing over the railroad to achieve the desired ultimate width as required in the Thoroughfare Plan. The project will include a 10' shared use path on the southside as well as landscaping and irrigation. This will provide improved vehicular mobility in the east/west corridors by having a four -lane boulevard from Pearland Pkwy to SH288. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Intersection Improvements Project Justification Bailey Rd is identified as a Major Thoroughfare in the City's Thoroughfare plan. This project will widen the current lane configuration to the ultimate width and match the previous Bailey Rd projects. The project will improve traffic reliability along the corridor, an alternate route to 518, and overall mobility throughout the City. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 170 TR1904 - Bailey Road Expansion - Veterans Dr to Main Explain & Identify Type of Other Sources: 2020 PIB $1,360,000 2022 2019 GO $1,325,000 2023 2019 GO $4,000,000 2024 PIB 2019 GO $11,773,000 Capital Cost $18.5 M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $18.5 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Land/Right of Way Contingency Total $15,260,000 $1,435,000 $1,000,000 $762,999 $8,457,999 $0 $0 $0 $1 $ $0 $15,260,000 $0 $1,435,000 $0 51,000,000 $0 $763,000 $ $8,458,000 Funding Sources $18.5 M FY2026 Budget Total Budget (all years) Project Total (to date) $18.5 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total 2007 & 2019 GO Bonds Total $18,457,999 $8,457,999 S1 $ So 9 $18,458,000 $8,458,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 171 TR1904 - Bailey Road Expansion - Veterans Dr to Main Operational Costs FY2026 Budget $43.7K Total Budget (all years) $188K Project Total $188K Detailed Breakdown Category Historical FY2026 FY2027 FY2028 FY2029 Future Budgeted Requested Requested Requested Requested Budgeted Total Operations & Maintenance Total $0 $43,670 $45,853 $48,146 $50,553 $0 $188,222 0 $3,670 $5,853 $8,146 $0,553 0 $88,222 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 172 TR1905 - Shadow Creek Parkway Landscaping, Street Lighting, & Sidewalks TR1905 - Shadow Creek Parkway Landscaping, Street Lighting, & Sidewalks Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number TR1905 Request Groups Streets Estimated Start 10/1/2025 Date Amy Coykendall, CIP Coordinator Project Location Liimm: -0++nic•F.M•Y. -4a Description The project will provide enhanced landscaping, irrigation, street lighting and continuous sidewalks along the Shadow Creek Parkway Corridor from SH288 to FM521. The project will provide safe travel for vehicular traffic and pedestrians that will travel from the residential areas to the commercial areas. The project is located on the TxDOT right of way and will require partnership with TxDOT and will consist of approximately 15,000 LF of 6' and 10' sidewalks, installation of 2 pedestrian bridges, installation of street lighting, and installation of landscaping improvements along with an irrigation system. Landscaping improvements are required to meet standard City requirements for major thoroughfares. Images Details Strategic Priority: Safe Community Impact on operating budget: Yes Type of Project: Intersection Improvements Project Justification The Shadow Creek Parkway is one of the City's major thoroughfares that provides east/west citizen movement from SH288 to FM521. This road is utilized by the SCR residents as a major travel route and providing landscaping, streetlight enhancements FY 26-30 Proposed Capital Improvement Plan I Pearland Page 173 TR1905 - Shadow Creek Parkway Landscaping, Street Lighting, & Sidewalks and continuous sidewalks will provide additional safety for traveling. Additionally, Shadow Creek Parkway provides access to the Lower Kirby Business district and, as those businesses continue to grow, saving travel for them is important. Explain & Identify Type of Other Sources: 2020B CO TIRZ $915,000.00 2022B CO TIRZ $7,055,000.00 2024B CO $550,000 Capital Cost $8.08M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $8.08M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $6,392,000 $954,999 $735,000 8,081,999 $0 $1 $0 $0 $6,392,000 $0 $955,000 $0 $735,000 8 8,082,000 Funding Sources $8.52M FY2026 Budget Total Budget (all years) Project Total (to date) $8.52M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total TIRZ Reimbursable Debt Certificates of Obligation Total $7,970,000 $549,999 8,519,999 $0 $7,970,000 $0 $550,000 0 $,520,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 174 TR1905 - Shadow Creek Parkway Landscaping, Street Lighting, & Sidewalks Operational Costs $1.89K FY2026 Budget $1.97K Total Budget (all years) $8.38K Project Total (to date) $10.3K Detailed Breakdown Category Historical FY2026 FY2027 FY2028 FY2029 Future Budgeted Requested Requested Requested Requested Budgeted Total Operations & Maintenance $1,101 $1,156 $1,214 $1,275 $1,339 $0 $6,085 Personnel Services $787 $810 $835 $860 $886 $0 $4,178 Total $,888 $,966 $,049 $,135 $,225 9 $0,263 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 175 TR2001 - Pearland Parkway at Broadway Intersection Improvements TR2001 - Pearland Parkway at Broadway Intersection Improvements Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 311 - Streets Type Capital Improvement Project Number TR2001 Request Groups Streets Estimated Start 08/1/2025 Date Limmiesi9 P Description Continuous development in the City has resulted in changes to traffic patterns and counts. Intersections are encountering increased traffic flows more than they were originally constructed to handle resulting in increasing congestion and heightened safety concerns. The rapidly changing traffic patterns has resulted in a "reactive" effort aimed at modifying intersection geometry or signalization to address these conditions as they occur. The 2015 Traffic Management Plan identifies short term intersection improvements throughout the city. Broadway at Pearland Parkway Northbound dual left turn lanes and additional right turn lanes north and south bound is scheduled for reconfiguration in 2022. ROW and land acquisition is estimated to be 35,000 SF for stacking lane. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: NO Type of Project: Intersection Improvements Project Justification Each of the citizen's surveys conducted (2013, 2015, 2017 & 2019), made apparent citizens are concerned with traffic and congestion issues. This project will allow the city to fund the project to address their concerns and the needs of the City to maintain or improve mobility efficiency throughout the City, while improving safety. The City had success with a similar FY 26-30 Proposed Capital Improvement Plan I Pearland Page 176 TR2001 - Pearland Parkway at Broadway Intersection Improvements project on the southbound lanes at Pearland Parkway and Broadway. In the July 2015 Traffic Management Plan this intersection was identified as a priority to help address congestion and safety at this intersection. Capital Cost $1.83M FY2026 Budget Total Budget (all years) Project Total (to date) $1.83M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Total $1,370,000 $0 $233,999 $1 $130,000 $0 $100,000 $0 $,833,999 $ $0 $1,370,000 $0 $234,000 $0 $130,000 $0 $100,000 9 $,834,000 Funding Sources $1.83 M FY2026 Budget Total Budget (all years) Project Total (to date) $1.83M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Certificates of Obligation Total $1,833,999 $,833,999 S0 $1,834,000 A $,834,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 177 TR2101 - Broadway Expansion Phase 1 (SH 288 to Old Chocolate Bayou) TR21O1 - Broadway Expansion Phase 1 (SH 288 to Old Chocolate Bayou) Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number TR2101 Request Groups Streets Estimated Start 10/1/2025 Date Project Location Description TxDOT will be widening Broadway to provide three lanes in each direction, raised medians, access controls, new City standard signals and controls, and additional turn lanes where required for traffic management purposes. Relocation of City -owned utilities within the right of way is included in the water and wastewater section of the CIP and will be at the City's cost. Construction will be phased with the first phase from SH288 to Old Chocolate Bayou and the second phase from Old Chocolate Bayou to McLean. This project will provide funding for the City's share of the ROW acquisition. The city is currently anticipating the intelligent transportation system fiber located from SH 288 to Old Chocolate Bayou, approximately 11,800 LF, will be relocated by TxDOT as part of the project. This fiber is in TxDOT ROW of FM 518 and will need to be relocated for the roadway widening. PEDC will be addressing the aesthetic enhancements to the corridor. Images Details Strategic Priority: Safe Community Type of Project: Expansion Project Justification Impact on operating budget: Yes FY 26-30 Proposed Capital Improvement Plan I Pearland Page 178 TR2101 - Broadway Expansion Phase 1 (SH 288 to Old Chocolate Bayou) Traffic counts between SH 288 and Cullen and rapid growth within this segment of Broadway warrant the expansion of this major artery. Reconfiguration will add capacity to assist traffic movements towards accessing both State Highway 288 and State Highway 288 Toll Lanes via Broadway while relieving congestion along major commercial frontages. TxDOT has construction funding in 2025. Explain & Identify Type of Other Sources: $407,500 Contributed by PEDC Sept. 2022 Capital Cost $1,000K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $1M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Land/Right of Way Total $999,999 $99,999 So 9 $1,000,000 $,000,000 Funding Sources $1,000K FY2026 Budget Total Budget (all years) Project Total (to date) $1M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total PEDC Total $999,999 $99,999 $o 9 81,000,000 $,000,000 Operational Costs FY2026 Budget $97.1K Total Budget (all years) Project Total $419K $419K Detailed Breakdown Category Historical FY2026 FY2027 FY2028 FY2029 Future Budgeted Requested Requested Requested Requested Budgeted Total Operations & Maintenance Total $0 $97,113 0 $7,113 $101,969 $01,969 $107,067 $07,067 $112,421 $12,421 $0 $418,570 0 $18,570 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 179 TR2103 - Intersection Improvements in Shadow Creek Ranch TR2103 - Intersection Improvements in Shadow Creek Ranch Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 311 - Streets Type Capital Improvement Project Number TR2103 Request Groups Streets Estimated Start 10/1/2024 Date Fwrdwactl 1 Description This project will provide intersection improvements to help reduce vehicular congestion and improve mobility throughout the business and residential areas of Shadow Creek Ranch. Improvements include the following: modify/add the left and right turning lanes at various intersections, construct two (2) traffic signals at Memorial Hermann/Business Center Drive intersection and HEB Plus!/Academy Sports+Outdoors driveway, complete connection trail link to Clear Creek Trail at Shadow Creek Parkway/Business Center Drive intersection, provide safe merging lane for westbound traffic on Broadway Street west of Broadway Street/Kingsley Drive intersection, and modify business driveway at Market Place Boulevard/Shadow Creek Parkway intersection. 1800 LF of fiber from 518 at Business Center Drive to the new intersection at Memorial Hermann. Images TR2103 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: NO Type of Project: Intersection Improvements Project Justification Shadow Creek Parkway and Broadway are some of the most heavily traveled roads and, as Pearland continues to grow, the traffic has increased. Dual left turn lanes on Shadow Creek Parkway will provide increased left turn movement, reducing the FY 26-30 Proposed Capital Improvement Plan I Pearland Page 180 TR2103 - Intersection Improvements in Shadow Creek Ranch back-up on the main lanes and will provide additional capacity to reduce vehicular congestion. Explain & Identify Type of Other Sources: 2021B CO (TIRZ) $1,000,000 2023B CO (TIRZ) $9,394,000 Capital Cost $10.4M FY2026 Budget Total Budget (all years) Project Total (to date) $10.4M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Total $8,077,354 $1,308,142 $904,503 $104,000 $0,393,999 $0 $1 $0 $0 $ $0 $8,077,354 $0 $1,308,143 $0 $904,503 $0 $104,000 9 $0,394,000 Funding Sources $10.4M FY2026 Budget Total Budget (all years) Project Total (to date) $10.4M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total TIRZ Reimbursable Debt Total $10,393,999 $0,393,999 so 9 $10,394,000 $0,394,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 181 TR2203 - Median Landscaping on Kingsley & Kirby TR2203 - Median Landscaping on Kingsley & Kirby Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 311 - Streets Type Capital Improvement Project Number TR2203 Request Groups Streets Estimated Start 10/1/2025 Date � 9 Description Landscape the medians of Kirby south of Broadway to Magnolia and Kingsley south of Broadway to Southern Trails. The landscaping will include trees, plants, and irrigation bringing the landscaping to City standards. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: NO Type of Project: Intersection Improvements Project Justification The roads are not currently landscaped, and these roads are entrances to the City and to the commercial area. Kirby was built by the developer and expanded by the City, but due to limited funding the City only expanded the roadway. Kingsley was built by the County and no landscaping was included. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 182 TR2203 - Median Landscaping on Kingsley & Kirby Capital Cost $500K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $500K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Total $470,000 $0 $29,999 $1 $99,999 $ $0 $470,000 $0 $30,000 9 $00,000 Funding Sources $500K FY2026 Budget Total Budget (all years) Project Total (to date) $500K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total General Revenue -Cash Total $499,999 $99,999 si $ $0 9 $500,000 $00,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 183 TR2301 - Pearland Parkway at Barry Rose Intersection Improvements TR2301 - Pearland Parkway at Barry Rose Intersection Improvements Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number TR2301 Request Groups Streets Estimated Start 10/1/2022 Date Project Location timimmuni Description Continuous development in the City has resulted in changes to traffic patterns and counts. Intersections are encountering increased traffic flows than they were originally constructed to handle, resulting in increasing congestion and heightened safety concerns. The rapidly changing traffic patterns have resulted in a "reactive" effort aimed at modifying intersection geometry or signalization to address these conditions as they occur. The 2015 Traffic Management Plan identifies short-term intersection improvements throughout the city. Pearland Parkway at Barry Rose Pd, dual left turn lanes and dedicated right turn lanes in 2025-2026 will be installed to increase traffic volume capacity to improve the traffic intersection level of service. Images Details Strategic Priority: Safe Community Impact on operating budget: Yes Type of Project: Intersection Improvements Project Justification Each of the citizen surveys conducted (2013, 2015, 2017, 2019 & 2021) made apparent that citizens are concerned with traffic and congestion issues. This project will allow the city to fund the project to address their concerns and the needs of the City to maintain or improve mobility and efficiency throughout the City, while improving safety. The City had success with a FY 26-30 Proposed Capital Improvement Plan I Pearland Page 184 TR2301 - Pearland Parkway at Barry Rose Intersection Improvements similar project on the southbound lanes at Pearland Parkway and Broadway. In the July 2015 Traffic Management Plan, this intersection was identified as a priority to help address congestion and safety at this intersection. Explain & Identify Type of Other Sources: Fund 501 Balance Capital Cost $260K FY2026 Budget $1.64M Total Budget (all years) Project Total (to date) $1.64M $1.9M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $1,260,000 $80,000 $378,000 $180,000 $0 $60,000 $,638,000 $0 $1,260,000 $0 $458,000 $0 $180,000 A $,898,000 Funding Sources $260K FY2026 Budget $1.64M Total Budget (all years) Project Total (to date) $1.64M $1.9M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources Total $260,000 $60,000 $1,638,000 $,638,000 $0 S1,898,000 0 $,898,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 185 TR2302 - Street Reconstruction - Sherwood TR2302 - Street Reconstruction - Sherwood Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 311 - Streets Type Capital Improvement Project Number TR2302 Request Groups Streets Estimated Start 08/1/2025 Date Estimated 05/31/2027 Completion Date Description Reconstruction of concrete neighborhood streets and sidewalks in Sherwood subdivision as identified in the 2019 Bond Program. The street reconstruction projects are based on priorities derived from the Right -of -Way Assessment and resulting Pavement Condition Index (PCI). The performance of the drainage system in these areas will be reviewed and any identified drainage improvements will be included. Additionally, the waterlines will be replaced in conjunction with the roadway reconstruction. The projects will replace existing concrete pavement with new concrete pavement in the identified neighborhoods. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: NO Type of Project: Intersection Improvements Project Justification The Sherwood subdivision was originally developed in the late 1960s. Currently, a majority of the existing streets in this subdivision are in poor condition with an average Pavement Condition Rating (PCI) range between 56-87. There is also evidence of sub -grade failure resulting in major cracking and panel dislocation on most of the subdivision streets. Because of the nature of the failures, it is not fiscally efficient to replace individual concrete slabs. This recurring portion of the pavement FY 26-30 Proposed Capital Improvement Plan I Pearland Page 186 TR2302 - Street Reconstruction - Sherwood program will focus on the reconstruction of the streets identified in the Assessment as requiring reconstruction. Except for Westminister Road, which received a slightly higher PCI score in 2014, the average PCI of Sherwood Subdivision is 51. Explain & Identify Type of Other Sources: 2023PIB 2019 GO $930,000 2O24PIB 2019GO $4,450,000 Capital Cost $8.18M FY2026 Budget $1.03 M Total Budget (all years) Project Total (to date) $1.03 M $9.21 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $7,100,000 $830,000 $250,000 8,180,000 $1,030,000 $0 $0 $,030,000 $0 $8,130,000 $0 $830,000 $0 $250,000 0 9,210,000 Funding Sources $8.18M FY2026 Budget $1.03 M Total Budget (all years) $1.03 M Project Total (to date) $9.21 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Certificates of Obligation Total $8,180,000 8,180,000 $1,030,000 $,030,000 $0 $9,210,000 0 9,210,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 187 TR2303 - Hughes Road (Pearland Parkway to City of Pearland City Limit) TR2303 - Hughes Road (Pearland Parkway to City of Pearland City Limit) Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 311 - Streets Type Capital Improvement Project Number TR2303 Request Groups Streets Estimated Start 10/1/2025 Date Description An expansion of Hughes Road from Pearland Parkway to the City of Pearland City Limit, approximately 5,200 LF. The project is to widen the existing 2 -lane roadway to a 4 -lane boulevard section to achieve the city's desired ultimate width, including sidewalks, street lighting, landscaping, and irrigation. Installation of approximately 4,000 metres of fiber from Pearland Parkway to Riverstone Falls. This project will also include relocation of a portion of the City sanitary sewer force main for the installation of the second bridge. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Expansion Project Justification Hughes Road is identified as a secondary thoroughfare in the City's thoroughfare plan. The Riverstone Ranch development has added numerous homes within the area. The project would widen the road to provide increased mobility for these developments to Pearland Parkway. The Riverstone Ranch subdivision has installed the 4 -lane intersection and signal and Pasadena ISD will be constructing 1 -lane of the west 2 -lane boulevard section from Riverstone Falls to Alexander. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 188 TR2303 - Hughes Road (Pearland Parkway to City of Pearland City Limit) Explain & Identify Type of Other Sources: 2O24PIB 2023GO $2,694,000 Potential TIP Funding Capital Cost $12.2 M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $12.2 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Land/Right of Way Design/Surveying Total $7,959,999 $1,592,000 $1,500,000 $1,194,000 $2,245,999 $1 $0 $0 $0 $ $0 $7,960,000 $0 $1,592,000 $0 $1,500,000 $0 $1,194,000 9 $2,246,000 Funding Sources $12.2 M FY2026 Budget Total Budget (all years) Project Total (to date) $12.2M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total 2023 General Obligation Bonds Other Funding Sources Total $7,365,365 $1 $4,880,634 $2,245,999 $0 $ $0 $7,365,366 $0 9 $4,880,634 $2,246,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 189 TR2303 - Hughes Road (Pearland Parkway to City of Pearland City Limit) Operational Costs FY2026 Budget $1.19K Total Budget (all years) $27.2K Project Total $27.2K Detailed Breakdown Category Historical FY2026 FY2027 FY2028 FY2029 Future Budgeted Requested Requested Requested Requested Budgeted Total Operations&Maintenance $o $32 $7,090 $7,444 $7,816 So $22,382 Personnel Services $o $1,158 $1,192 $1,228 $1,265 So $4,843 Total 0 $,190 8,282 8,672 8,081 0 $7,225 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 190 TR2401 - Concrete Sidewalk Gaps and Replacement TR2401 - Concrete Sidewalk Gaps and Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number TR2401 Request Groups Streets Estimated Start 10/1/2023 Date 561 -J FwrIAIRIccd Description The project is intended to systematically replace sections of concrete sidewalks that would benefit from complete removal and replacement within mature sections of the community and to analyze connectivity to adjacent subdivisions and commercial areas. The intent is to audit the City's sidewalk infrastructure and determine broad locations based on age, safety, gaps, and used to create a programmed -based approach to sidewalk replacement. This, in conjunction with the City's ongoing sidewalk management program, will ensure safe and accessible sidewalks for years to come. This will also allow the sidewalk repair program to maximize resources and focus on locations manageable by the current repair program, while allowing a comprehensive project to be focused on more severely aged and damaged sections of the sidewalk network. Images TR2401 Details Strategic Priority: Safe Community Impact on operating budget: Yes Type of Project: Expansion Project Justification This project will include the auditing of the City's sidewalk network, defining strategic locations to focus on complete large- scale removal and replacement efforts and developing a schedule with the required budget to systematically remove and replace broad sections of sidewalks. Areas to qualify under this project would include complete streets or subdivisions as determined by the sidewalk audit. The project will then transition into the construction phase and ensure the sidewalks are FY 26-30 Proposed Capital Improvement Plan I Pearland Page 191 TR2401 - Concrete Sidewalk Gaps and Replacement removed and replaced per construction standards and within the designated locations per schedule and budget. Explain & Identify Type of Other Sources: 2024 PIB 2023 GO $2,200,000 Capital Cost $6.6M FY2026 Budget $4.4M Total Budget (all years) Project Total (to date) $8.8M $15.4M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total Construction Design/Surveying Total $6,000,000 $4,000,000 $4,000,000 $600,000 $400,000 $400,000 6,600,000 $,400,000 $,400,000 $0 $14,000,000 $0 $1,400,000 6 $5,400,000 Funding Sources $6.6M FY2026 Budget $4.4M Total Budget (all years) Project Total (to date) $8.8M $15.4M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total 2023 General Obligation Bonds Total $6,600,000 6,600,000 $4,400,000 $4,400,000 $,400,000 $,400,000 $0 $15,400,000 6 $5,400,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 192 TR2402 - Dixie Farm Road at Hastings Friendswood Road Intersection Improvements TR2402 - Dixie Farm Road at Hastings Friendswood Road Intersection Improvements Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number TR2402 Request Groups Streets Estimated Start 10/1/2024 Date Project Location Amy Coykendall, CIP Coordinator Hastings Friendswood Road 4 %LA • G -4a Description The project will consist of the design and construction of a traffic signal at the Dixie Farm Road and Hastings Friendswood Drive Intersection. The project is anticipated to require realigning Hastings Friendswood Drive with Tall Oak Drive to enhance the intersection's safety and mobility. The design plan should include the proposed signal layout, signal cabinets, detection equipment, etc., along with the roadway's realignment and associated drainage, signal detail, proposed elevation sheets, signing and pavement marking, standards, utility adjustments and traffic control plans. Images TR2402 Details Strategic Priority: Sustainable Infrastructure Type of Project: Intersection Improvements Project Justification Impact on operating budget: Yes FY 26-30 Proposed Capital Improvement Plan I Pearland Page 193 TR2402 - Dixie Farm Road at Hastings Friendswood Road Intersection Improvements Several vehicular accidents have been reported by residents at Dixie Farm at Tall Oak Drive (Hastings Friendswood Drive). The absence of a traffic signal, proximity to the narrow bridge widening into a boulevard section, improper alignment of north -south driveways, sight distance, and speed contribute to the higher number of crashes at this intersection. The intersection is warranted for a traffic signal for the safety and mobility of vehicular traffic based on traffic signal warrant analysis. This is a high -priority project due to the need for the prevention and reduction of life -threatening vehicular crashes. Capital Cost $980K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $980K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Equipment and Furniture Total $799,999 $100,000 $80,000 879,999 $1 So $0 S0 $800,000 $0 $100,000 $0 $80,000 8 880,000 Funding Sources $980K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $980K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Certificates of Obligation General Revenue -Cash Total $879,999 $100,000 879,999 si so $ $0 $880,000 $0 $100,000 8 880,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 194 TR2502 - Broadway Expansion Phase 2 - Old Chocolate Bayou to McLean Rd. TR2502 - Broadway Expansion Phase 2 - Old Chocolate Bayou to McLean Rd. Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number TR2502 Request Groups Streets Estimated Start 10/1/2024 Date Project Location 9 9 a•.,.• c ana.,o-w Description TxDOT will be widening Broadway to provide three lanes in each direction, raised medians, access controls, new City standard signals and controls, and additional turn lanes where required for traffic management purposes. Relocation of City -owned utilities within the utility easement will be at TxDOT cost. The city is currently anticipating the intelligent transportation system fiber located from Old Chocolate Bayou to McLean Road, approximately 16,000 LF, will be relocated/replaced by TxDOT as part of the project. The fiber connection will be switched from aerial to underground and connect West Gate Lift Station at 7737 Broadway and Food Town Lift Station at 7101 Broadway. This fiber is in TxDOT ROW of FM 518 and will need to be relocated for the roadway widening. PEDC will be addressing the aesthetic enhancements to the corridor. Images ■ Details Strategic Priority: Connected Community Impact on operating budget: NO Type of Project: Expansion Project Justification Traffic counts between SH 288 and Cullen and rapid growth within this segment of Broadway warrant the expansion of this major artery. Reconfiguration will add capacity to assist traffic movements towards accessing both State Highway 288 and FY 26-30 Proposed Capital Improvement Plan I Pearland Page 195 TR2502 - Broadway Expansion Phase 2 - Old Chocolate Bayou to McLean Rd. State Highway 288 Toll Lanes via Broadway while relieving congestion along major commercial frontages. TxDOT anticipates construction funding in 2030. Fiber along this section of the corridor also serves as critical backbone from the Public Safety Building to all City facilities eat of Old Chocolate Bayou. Capital Cost $7M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $7M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Land/Right of Way Total $6,999,999 6,999,999 si $ $0 6 $7,000,000 $,000,000 Funding Sources $7M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $7M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total PEDC Certificates of Obligation Total $6,999,999 $1 $0 $0 6,999,999 $ $0 $7,000,000 $0 $0 6 $,000,000 Operational Costs FY2026 Budget Total Budget (all years) so $112K Project Total $112K Detailed Breakdown Category Historical Budgeted FY2029 Requested Future Budgeted Total Operations & Maintenance Total $o 6 $112,421 $12,421 $0 s $112,421 $12,421 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 196 TR2510 - Pearland Parkway Bridge Soil Erosion Repair (at Clear Creek) TR2510 - Pearland Parkway Bridge Soil Erosion Repair (at Clear Creek) Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number TR2510 Request Groups Streets Estimated Start 10/1/2025 Date Description The project will consist of rehabilitating the slope embankment, repairing score holes at the bottom, concrete slope pavement etc. to provide stability to the bridge pier and protect it from further erosion. Images TR2510 Details Strategic Priority: Safe Community Impact on operating budget: Yes Type of Project: Intersection Improvements Project Justification The Pearland Pkwy bridge pier has been exposed due to soil erosion around the pier (drilled shafts) and along the northern bank of Clear Creek. The bridge inspection by TxDOT in 2023 recommended repairing soil erosion and providing erosion countermeasures to avoid compromised structural ability of the bridge shafts. The soil erosion is on the Harris County side of Pearland Pkwy but was built by the City connecting FM 518 to Beltway 8. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 197 TR2510 - Pearland Parkway Bridge Soil Erosion Repair (at Clear Creek) Capital Cost $100K FY2026 Budget Total Budget (all years) $700K $700K Project Total (to date) $800K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $650,000 $100,000 S0 $0 $50,000 $00,000 $00,000 $0 $650,000 $0 $100,000 $0 $50,000 $ $00,000 Funding Sources $100K FY2026 Budget $700K Total Budget (all years) Project Total (to date) $700K $800K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Certificates of Obligation Total $100,000 $00,000 $700,000 $00,000 $0 $800,000 $ $00,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 198 TR2601 - Barry Rose Masonry Wall Replacement TR2601 - Barry Rose Masonry Wall Replacement Overview Project Location Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number TR2601 Request Groups Streets Estimated Start 10/1/2026 Date Amy Coykendall, CIP Coordinator Larnimimme *I. , Gan. -4a Description Replacement of 3,700 LF of stained concrete masonry wall along Barry Rose Rd adjacent to the Pilgrims Point and Alexander Landing Subdivision. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: NO Type of Project: Intersection Improvements Project Justification The current wall structure is showing signs of distress; panels are deteriorating and collapsing in several locations due to age root intrusions and this type of wall design typically has an estimated service life of roughly 20 years. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 199 TR2601 - Barry Rose Masonry Wall Replacement Capital Cost FY2026 Budget $1.57 M Total Budget (all years) $1.57 M Project Total $1.57 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $1,300,000 So $200,000 $0 $65,000 $,565,000 $0 $1,300,000 $0 $200,000 $0 $65,000 $,565,000 Funding Sources FY2026 Budget $1.57 M Total Budget (all years) Project Total $1.57 M $1.57 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Certificates of Obligation Total $0 $1,565,000 9 $,565,000 $0 $1,565,000 9 $,565,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 200 TR2603 - Traff c Signal at Kingsley/CR48 TR26O3 - Traffi Signal at Kingsley/CR48 Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 305 - Traffic Management Type Capital Improvement Project Number TR2603 Request Groups Streets Estimated Start 10/1/2025 Date 9 F nercalIWd MDar Description The project will involve designing and constructing a traffic signal at the Kingsley Drive and Southern Trail Drive Intersection. The traffic signal will be in the overlapping/shared jurisdiction between the City of Pearland and Brazoria County. The design plan should include the proposed decorative traffic signal, signal cabinets, detection equipment, pedestrian signals, and other relevant components. Additionally, the plan should include signal details, proposed elevation sheets, signing and pavement markings, design standards, utility adjustments, and traffic control plans, all in accordance with the City of Pearland EDCM Chapter 9 guidelines. Images Kingsley at CR48 Details Strategic Priority: Safe Community Impact on operating budget: Yes Type of Project: Intersection Improvements Project Justification Several vehicular accidents have been reported by residents and verified using accident reports at Kingsley Drive/CR 48 and Southern Trails Drive intersection. Between 2019 and 2024, there were 29 traffic accidents ranging from minor injuries to suspected serious injuries. Based on a traffic signal warrant analysis in accordance with the TMUTCD (Texas Manual on Uniform Traffic Control Devices) guidelines, the intersection meets the criteria for a traffic signal. Installing a traffic signal will help reduce accidents, enhance the mobility of vehicular traffic, and provide safer crossing opportunities for pedestrians. This is a high -priority project due to the need for the prevention and reduction of life -threatening vehicular crashes. ,r1 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 201 TR2603 - Traff c Signal at Kingsley/CR48 Explain & Identify Type of Other Sources: 50/50 w/ Brazoria Co. Capital Cost FY2026 Budget $920 K Total Budget (all years) Project Total $920 K $920 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Prelim. Engineering Report Contingency Total $0 $600,000 $0 $120,000 S0 $120,000 S0 $80,000 0 $20,000 $0 $600,000 $0 $120,000 $0 $120,000 $0 $80,000 0 $20,000 Funding Sources FY2026 Budget Total Budget (all years) $920 K $920 K Project Total $920 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources Certificates of Obligation Total S0 $460,000 $0 $460,000 0 $20,000 $0 $460,000 $0 $460,000 9 $20,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 202 TR2604 - TxDOT Traff c Signal Upgrade along SH35 TR2604 - TxDOT Traffic Signal Upgrade along SH35 Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 311 - Streets Type Capital Improvement Project Number TR2604 Request Groups Streets Estimated Start 10/1/2025 Date 1.12{.. GI% a. •G M•},-uy Description TxDOT is upgrading existing span -wire (string -arm) signal intersections to mast -arm traffic signals. Three intersections within the City of Pearland along SH 35 will be upgraded as part of this project: •SH 35 at Oiler/Bailey •SH 35 at No Name/School Driveway •SH 35 at Hastings Cannon TxDOT will manage both the design and construction phases of the traffic signal upgrade. This project will involve coordination with the City of Pearland through an Advanced Funding Agreement (AFA) to upgrade the traffic signals to the city's standard. Images Details Strategic Priority: Safe Community Impact on operating budget: NO Type of Project: Intersection Improvements Project Justification The City of Pearland has adopted ornamental, powder -coated traffic signals as its standard. To meet this standard, the project will include upgrading TxDOT's standard signal infrastructure, including signal poles, mast arms, pedestrian signal poles, ink FY 26-30 Proposed Capital Improvement Plan I Pearland Page 203 TR2604 - TxDOT Traff c Signal Upgrade along SH35 signal detection cameras, and PTZ (pan -tilt -zoom) cameras. The upgraded standard will improve aesthetics and increase operational efficiency by reducing long-term maintenance and operational costs. Capital Cost FY2026 Budget $382K Total Budget (all years) $382K Project Total $382K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Design/Surveying Total $0 9 $381,500 $81,500 $0 9 Total $381,500 $81,500 Funding Sources FY2026 Budget $382K Total Budget (all years) $382K Project Total $382K Detailed Breakdown Category Historical Budgeted FY2026 Requested Certificates of Obligation Total SO $381,500 0 $81,500 Future Budgeted $o 0 Total $381,500 $81,500 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 2O4 TR2705 - PER for Future Bond Referendum -Streets TR2705 - PER for Future Bond Referendum - Streets Overview Project Location Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number TR2705 Request Groups Streets Estimated Start 10/1/2027 Date Amy Coykendall, CIP Coordinator Description Provide funding for preliminary engineering on 8-12 future projects to be identified that would be funded with the City's next bond referendum. Preliminary engineering would develop detailed scopes and provide for estimated construction dollars that would be needed to make a proposition to the voters. Images Details Strategic Priority: Resilient Finances Impact on operating budget: NO Type of Project: New Road Project Justification These planning efforts will develop detailed scopes and provide detailed cost estimates for a bond referendum. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 205 TR2705 - PER for Future Bond Referendum -Streets Capital Cost FY2026 Budget so Total Budget (all years) $500K Project Total $500K Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total Prelim. Engineering Report Total $0 $500,000 $00,000 $0 $500,000 0 $00,000 Funding Sources FY2026 Budget so Total Budget (all years) $500K Project Total $500 K Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total General Revenue -Cash Total $0 $ $500,000 $00,000 $0 $500,000 0 $00,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 206 Wastewater Wastewater FY26 - FY30 Wastewater Projects (including Historical Budgeted, Future Budgeted) $300M $237M $200M $100M 0 $90M $29M $20M $10M $17M $5M Historical Budgeted 2026 2027 2028 2029 2030 Future Budgeted • WW1502 - Barry Rose WRF Replacement and Expansion • WW1906 - Longwood Water Reclamation Facility Decommissioning WW2006 - Mykawa Road Sewer Relocation - Jasmine to S Orange Circle • WW2104 - FM 518 Wastewater Utility Relocations - SH288 to Old Chocolate Bayou WW2303 - Dixie Farm North Regional Lift Station Rehabilitation • WW2401 - Barry Rose Gravity Sewer - Plum from Galveston to Barry Rose WRF • WW2402 - Riverstone Ranch Regional Lift Station Capacity Expansion • WW2403 - Lakes of Country Place Lift Station Rehabilitation WW2404 - Southdown Lift Station Rehabilitation WW2405 - Shady Crest and Creek View Subdivision Sanitary Sewer Rehabilitation WW2406 - Whispering Winds Lift Station Relocation • WW2407 - Wooten Road Lift Station Decommissioning • WW2408 - Sanitary Sewer Rehabilitation - Longwood Service Area (LW -03) $229,380,000 56.38% $38,073,000 9.36% $378,000 $6,800,000 $4,847,000 0.09% 1.67% 1.19% $11,003,000 2.70% $4,600,000 1.13% $774,000 $2,450,000 $5,375,171 $1,431,000 $593,000 $9,561,000 0.19% 0.60% 1.32% 0.35% 0.15% 2.35% FY 26-30 Proposed Capital Improvement Plan I Pearland Page 207 Wastewater • WW2501 - Sanitary Sewer $5,282,000 1.30% Rehabilitation - Longwood Service Area (LW -04) • WW2502 - Green Tee IV Lift $1,708,000 0.42% Station Rehabilitation • WW2503 - Sunset Meadows Lift $2,090,000 0.51% Station Rehabilitation • WW2504 - Green Tee III Lift $1,335,000 0.33% Station Rehabilitation • WW2507- Kirby North Regional $2,018,000 0.50% Lift Station Rehabilitation • WW2508 - Waste Water Master $625,000 0.15% Plan Update • WW2603 - Green Tee I Lift $3,091,000 0.76% Station • WW2604 - Oakbrook Estates Lift $1,540,000 0.38% Station Replacement • WW2608 - Sunset Lakes Lift $1,772,000 0.44% Station Rehabilitation • WW2609 - FM 518 Utility $6,800,000 1.67% Relocations Phase 2 (Old Chocolate Bayou to McLean) • WW2611-JHECOdor Control $2,250,000 0.55% System • WW2612 - WWTPs Asset $6,000,000 1.47% Management Plan • WW2613 - Woodthrush Regional $3,935,000 0.97% Lift Station Rehabilitation • WW2614 - Assessment and $6,050,000 1.49% Rehabilitation of Pearland's Wastewater Treatment Plants • WW2701 - Towne Lake Lift $1,600,000 0.39% Station Rehabilitation • WW2702 - Pine Hollow Lift $1,010,001 0.25% Station Rehabilitation • WW2704 - Clear Creek Park Lift $1,862,000 0.46% Station Rehabilitation • WW2705 - Country Place Lift $2,429,000 0.60% Station Rehabilitation • WW2707-WalmartLift Station $1,498,000 0.37% Rehabilitation • WW2708 - Hughes Ranch Road $4,589,000 1.13% Gravity Sewer -Cullen to Stone • WW2709 - Crystal Lakes West 63,828,000 0.94% Lift Station Rehabilitation • WW2710 - Critical Lift Station $5,600,000 1.38% Electrical Hardening Improvements • WW2801 - Rustic Oak $895,000 0.22% Elementary School Lift Station Rehabilitation FY 26-30 Proposed Capital Improvement Plan I Pearland Page 208 Wastewater • WW2802 - Westlea Lift Station Rehabilitation • WW2901 - Southdown Regional Lift Station & Force Main WW2902 - Country Place Waste Water Line Replacement • WW2903 - Tower Bridge Lift Station Rehabilitation WW3001- Villages of Edgewater Lift Station Rehabilitation $1,272,000 $18,900,000 $1,150,000 $940,000 $1,540,000 0.31% 4.65% 0.28% 0.23% 0.38% Summary of Requests Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted WW15 WW1502 - 02 Barry Rose WRF Replacement and Expansion WW19 WW1906 - 06 Longwood Water Reclamation Facility Decommission ing WW2 WW2006 - 006 Mykawa Road Sewer Relocation - Jasmine to S Orange Circle WW21 WW2104- FM 04 518 Wastewater Utility Relocations - SH288 to Old Chocolate Bayou WW2 WW2303 - 303 Dixie Farm North Regional Lift Station Rehabilitation WW2 WW2401 - 401 Barry Rose Gravity Sewer - Plum from Galveston to Barry Rose WRF WW2 WW2402 - 402 Riverstone Ranch Regional Lift Station $174,143,000 $43,237,000 $12,000,000 $38,072,999 $377,999 $6,799,999 $1 $0 $1 $0 si $0 $3,524,000 $1,323,000 $0 $2,853,000 $8,150,000 $0 $820,000 $3,780,000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 S0 $0 $0 $0 $0 $0 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 209 Wastewater Project No. / Category Capacity Expansion WW2 WW2403- $64,000 $710,000 $0 $0 $0 $0 $0 403 Lakes of Country Place Lift Station Rehabilitation WW2 WW2404- $1,200,000 $1,250,000 $0 $0 $0 $0 $0 404 Southdown Lift Station Rehabilitation WW2 WW2405- $805,171 $4,570,000 $0 $0 $0 $0 $0 405 Shady Crest and Creek View Subdivision Sanitary Sewer Rehabilitation WW2 WW2406- $371,000 $1,060,000 $0 $0 $0 $0 $0 406 Whispering Winds Lift Station Relocation WW2 WW2407 - $592,999 $1 $0 $0 $0 $0 $0 407 Wooten Road Lift Station Decommission ing WW2 WW2408- $1,600,000 $7,961,000 $0 $0 $0 $0 $0 408 Sanitary Sewer Rehabilitation - Longwood Service Area (LW -03) WW2 WW2501- $1,362,000 $3,920,000 $0 $0 $0 $0 $0 501 Sanitary Sewer Rehabilitation - Longwood Service Area (LW -04) WW2 WW2502- $0 $0 $0 $1,708,000 $0 S0 $0 502 Green Tee IV Lift Station Rehabilitation WW2 WW2503- $0 $462,000 $1,628,000 $0 $0 $0 $0 503 Sunset Meadows Lift Station Rehabilitation WW2 WW2504- $0 $1,335,000 $0 $0 $0 $0 $0 504 Green Tee III Lift Station Rehabilitation WW2 WW2507- $278,000 $1,740,000 $0 $0 $0 S0 S0 507 Kirby North Regional Lift Station Rehabilitation Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted FY 26-30 Proposed Capital Improvement Plan I Pearland Page 210 Wastewater WW2508 - 508 Waste Water Master Plan Update WW2603 - Green Tee I Lift Station WW2604 - Oakbrook Estates Lift Station Replacement WW2608 - Sunset Lakes Lift Station Rehabilitation WW2609 - FM 609 518 Utility Relocations Phase 2 (Old Chocolate Bayou to McLean) WW2611 - 611 JHECOdor Control System WW2612 - WWTPs Asset Management Plan WW2613 - Woodthrush Regional Lift Station Rehabilitation WW2614 - 614 Assessment and Rehabilitation of Pearland's Wastewater Treatment Plants WW2701 - 701 Towne Lake Lift Station Rehabilitation WW2702 - 702 Pine Hollow Lift Station Rehabilitation WW2704 - Clear Creek Park Lift Station Rehabilitation WW2705 - Country Place Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 WW2 WW2 603 WW2 604 WW2 608 WW2 WW2 WW2 612 WW2 613 WW2 WW2 WW2 WW2 704 WW2 705 $0 $625,000 $0 $0 $0 $0 $0 $0 $751,000 $2,340,000 $0 $0 $0 $1,540,000 $0 $0 $0 $0 $0 $0 $0 $222,000 $1,550,000 $0 $6,800,000 $0 So $0 $300,000 $1,950,000 $0 $0 $500,000 $2,500,000 $3,000,000 $0 $522,000 $3,413,000 $0 $550,000 $5,500,000 $0 $0 So SO $0 $0 $0 SO So SO $0 $0 $0 Future Budgeted $0 $0 $0 SO So SO $0 $0 $0 SO $0 $0 $0 SO $1 $1,599,999 So So $0 $0 $0 $1 $1,010,000 So $0 $0 $350,000 $1,512,000 $0 $0 $379,000 $2,050,000 $0 $0 $0 $0 $0 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 211 Wastewater Project No. / Category Lift Station Rehabilitation WW2 WW2707 - SO $0 $0 $1,498,000 $0 $0 $0 707 Walmart Lift Station Rehabilitation WW2 WW2708- $1,852,000 $0 $280,000 $2,457,000 $0 $0 S0 708 Hughes Ranch Road Gravity Sewer -Cullen to Stone WW2 WW2709- $1,920,000 $0 $0 $270,000 $1,638,000 $0 $0 709 Crystal Lakes West Lift Station Rehabilitation WW2 WW2710- $0 $0 $300,000 $5,300,000 $0 $0 $0 710 Critical Lift Station Electrical Hardening Improvements WW2 WW2801- $0 $0 $0 $180,000 $715,000 $0 $0 801 Rustic Oak Elementary School Lift Station Rehabilitation WW2 WW2802- $0 $0 $0 $372,000 $900,000 $0 $0 802 Westlea Lift Station Rehabilitation WW2 WW2901- $100,000 $0 $0 $0 $2,400,000 $16,400,000 $0 901 Southdown Regional Lift Station & Force Main WW2 WW2902 - SO $0 $0 $0 $1,150,000 $0 SO 902 Country Place Waste Water Line Replacement WW2 WW2903- $0 $0 $0 $0 $100,000 $290,000 $550,000 903 Tower Bridge Lift Station Rehabilitation WW3 WW3001- S0 $0 $0 SO SO $100,000 $1,440,000 001 Villages of Edgewater Lift Station Rehabilitation Total Summary of $36,736,167 80,335,004 $8,701,000 $9,747,000 8,965,000 $6,790,002 $,599,999 Requests Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted Project No. / Category (continued from above) Total WW1502 WW1502 - Barry Rose WRF Replacement and $229,380,000 Expansion FY 26-30 Proposed Capital Improvement Plan I Pearland Page 212 Wastewater Project No./Category (continued from above) Total WW1906 WW2006 WW2104 WW2303 WW2401 WW2402 WW2403 WW2404 WW2405 WW2406 WW2407 WW2408 WW2501 WW2502 WW2503 WW2504 WW2507 WW2508 WW2603 WW2604 WW2608 WW2609 WW2611 WW2612 WW1906 - Longwood Water Reclamation Facility Decommissioning WW2006 - Mykawa Road Sewer Relocation - Jasmine to S Orange Circle WW2104 - FM 518 Wastewater Utility Relocations - SH288 to Old Chocolate Bayou WW2303 - Dixie Farm North Regional Lift Station Rehabilitation WW2401 - Barry Rose Gravity Sewer - Plum from Galveston to Barry Rose WRF $38,073,000 $378,000 $6,800,000 $4,847,000 $11,003,000 WW2402- Riverstone Ranch Regional Lift Station $4,600,000 Capacity Expansion WW2403 - Lakes of Country Place Lift Station Rehabilitation WW2404 - Southdown Lift Station Rehabilitation WW2405 - Shady Crest and Creek View Subdivision Sanitary Sewer Rehabilitation WW2406 - Whispering Winds Lift Station Relocation WW2407 - Wooten Road Lift Station Decommissioning WW2408 - Sanitary Sewer Rehabilitation - Longwood Service Area (LW -03) $774,000 $2,450,000 $5,375,171 $1,431,000 $593,000 $9,561,000 WW2501- Sanitary Sewer Rehabilitation - $5,282, 000 Longwood Service Area (LW -04) WW2502 - Green Tee IV Lift Station Rehabilitation WW2503 - Sunset Meadows Lift Station Rehabilitation WW2504 - Green Tee III Lift Station Rehabilitation WW2507 - Kirby North Regional Lift Station Rehabilitation WW2508 - Waste Water Master Plan Update WW2603 - Green Tee I Lift Station WW2604 - Oakbrook Estates Lift Station Replacement WW2608 - Sunset Lakes Lift Station Rehabilitation WW2609 - FM 518 Utility Relocations Phase 2 (Old Chocolate Bayou to McLean) WW2611 -JHEC Odor Control System WW2612 - WWTP5 Asset Management Plan $1,708,000 $2,090,000 $1,335,000 $2,018,000 $625,000 $3,091,000 $1,540,000 $1,772,000 $6,800,000 $2,250,000 $6,000,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 213 Wastewater Project No. / Category (continued from above) Total WW2613 WW2614 WW2701 WW2702 WW2704 WW2705 WW2707 WW2708 WW2709 WW2710 WW2801 WW2802 WW2901 WW2902 WW2903 WW2613 - Woodth rush Regional Lift Station Rehabilitation WW2614 - Assessment and Rehabilitation of Pearland's Wastewater Treatment Plants WW2701-Towne Lake Lift Station Rehabilitation WW2702 - Pine Hollow Lift Station Rehabilitation WW2704 - Clear Creek Park Lift Station Rehabilitation WW2705 - Country Place Lift Station Rehabilitation WW2707 - Walmart Lift Station Rehabilitation WW2708 - Hughes Ranch Road Gravity Sewer - Cullen to Stone WW2709 - Crystal Lakes West Lift Station Rehabilitation WW2710 - Critical Lift Station Electrical Hardening Improvements WW2801- Rustic Oak Elementary School Lift Station Rehabilitation WW2802 - Westlea Lift Station Rehabilitation WW2901- Southdown Regional Lift Station & Force Main WW2902 - Country Place Waste Water Line Replacement WW2903 - Tower Bridge Lift Station Rehabilitation WW3001 WW3001- Villages of Edgewater Lift Station Rehabilitation Total Summary of Requests $3,935,000 $6,050,000 $1,600,000 $1,010,001 $1,862,000 $2,429,000 $1,498,000 $4,589,000 $3,828,000 $5,600,000 $895,000 $1,272,000 S18,900,000 $1,150,000 $940,000 $1,540,000 $06,874,172 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 214 WW1502 - Barry Rose WRF Replacement and Expansion WW1502 - Barry Rose WRF Replacement and Expansion Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number WW1502 Request Groups Water Estimated Start 10/1/2025 Date 9 Description In 2022, staff are conducting an evaluation of the overall placing for plan consolidation. Evaluation includes costs, review, treatment process and new Waste Water Treatment Plant (WWTP) location. Replacement of the existing treatment plant with expanded capacity to meet TCEQ standards. This includes a possible alternate WWTP location. The plant will utilize the current conventional activated sludge process, Sequencing Batch Reactor (SBR). The project delivery model will be Construction Manager at Risk (CMAR). The existing plant will remain online during construction with emergency repairs as necessary. Existing plant structures and equipment are currently being evaluated for viability of continued use after expansion is performed. A parallel project also includes the decommissioning of the 2.5 MGD Longwood WRF and conveyance to the new or expanded plant. Images WW1502 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 215 WW1502 - Barry Rose WRF Replacement and Expansion Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification The Texas Commission on Environmental Quality (TCEQ) rules require the initiation of engineering design and financial planning to upgrade a water reclamation facility when the flows reach 75% of the plant capacity. The plant was built in 1964, the existing structures are beyond useful life. The facility reached the 75% threshold in 2016 and this began the process as required by TCEQ to begin the engineering process. Over the last few years, Public Works has been investing in l&I to help reduce flows. However, during rain events we have exceeded this requirement several times, which has led to several overflow reporting's to TCEQ and a potential "Notice of Enforcement". This approach is also inline with the initiative for the regionalization of wastewater treatment facilities. In 2016, a Preliminary Engineering Report began to determine the specific design parameters required for the plant expansion, including volume and biological loading. Explain & Identify Type of Other Sources 2017C Revenue Bonds $400,000 2018B Revenue Bonds $2,990,000 2020B Revenue Bonds $620,000 2022C W/S CO $6,920,265 2023C W/S CO $32,032,265 2024C W/S CO $36,555,735 Fund 550 Fund Balance $513,209. Waste water project I in 2017 impact fee update. Bonds previously sold for JHEC WRF $1,505,000 in 2016 and $2,111,526 in 2018 repurposed to Barry Rose. Capital Cost $229 M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $229 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Land/Right of Way Prelim. Engineering Report Equipment and Furniture Total $194,400,000 $14,500,000 $9,720,000 $9,000,000 $1,260,000 $499,999 $29,379,999 $0 $0 $0 $0 $0 $1 $ $0 5194,400,000 $0 $14,500,000 $0 $9,720,000 $0 $9,000,000 $0 $1,260,000 $0 $500,000 5 $29,380,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 216 WW1502 - Barry Rose WRF Replacement and Expansion Funding Sources $174M FY2026 Budget $43.2M Total Budget (all years) $55.2M Project Total (to date) $229M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Future Budgeted Requested Requested Total W/S Certificates of Obligation Impact Fees -Debt W/S Revenue Bonds Impact Fees -Cash Other Funding Sources Total $82,651,633 $21,618,500 $82,651,632 $7,626,526 $700,000 $513,209 $74,143,000 $21,618,500 $0 SO $0 $3,237,000 $6,000,000 $6,000,000 $0 $0 $0 $2,000,000 $0 $110,270,133 $0 $110,270,132 $0 $7,626,526 $0 $700,000 $0 $513,209 9 $29,380,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 217 WW1906 - Longwood Water Reclamation Facility Decommissioning WW1906 - Longwood Water Reclamation Facility Decommissioning Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number WW1906 Request Groups Water Estimated Start 10/1/2025 Date 9 ,,!NC [.n Description The project consists of the decommissioning of the Longwood Water Reclamation Facility (LWRF) and construction of a regional lift station to transfer the 2 MGD flows (plus peak) to the expanded Barry Rose Water Reclamation Facility (BRWRF) via a new force main. The Longwood force main's anticipated length is approximately 25,000 linear feet to run along the Harris County Flood Control District Clear Creek limits and discharge to Barry Rose WRF. Images • •r `ti•LA WW1902 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification The LWRF is located on Dixie Farm directly adjacent to Clear Creek. The plant is subject to repeated inundation during heavy rains and was rendered inoperable due to flooding from Hurricane Harvey. Age (built in 1960s), condition, and location make it more cost-effective to decommission this facility and redirect its flows to BRWRF. The approach is also in line with the initiative to regionalize our WRF's. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 218 WW1906 - Longwood Water Reclamation Facility Decommissioning Explain & Identify Type of Other Sources 2020B Revenue Bonds $1,056,000 2022C W/S COs $490,000 2023C W/S COs $4,454,000 2024 W/S COs $17,573,000 Capital Cost $38.1 M FY2026 Budget Total Budget (all years) Project Total (to date) $38.1 M Detailed Breakdown Category Historical Budgeted FY2O26 Requested Future Budgeted Total Construction Design/Surveying Contingency Land/Right of Way Total $29,430,000 $3,100,000 $2,942,999 $2,600,000 $8,072,999 $0 $0 $1 $0 $0 $29,430,000 $0 $3,100,000 $0 $2,943,000 $0 $2,600,000 $ $8,073,000 Funding Sources $38.1 M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $38.1 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation W/S Revenue Bonds Total $37,016,999 $1 $1,056,000 $8,072,999 $0 $ $0 $37,017,000 $0 $ $1,056,000 $8,073,000 in FY 26-30 Proposed Capital Improvement Plan I Pearland Page 219 WW1906 - Longwood Water Reclamation Facility Decommissioning Operational Costs FY2026 Budget $o Total Budget (all years) $33.5 K Project Total $33.5 K Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total Operation & Maintenance Total $0 $16,357 $17,174 $6,357 $7,174 $0 9 $33,531 $3,531 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 220 WW2006 - Mykawa Road Sewer Relocation - Jasmine to S Orange Circle WW2006 - Mykawa Road Sewer Relocation - Jasmine to S Orange Circle Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2006 Request Groups Wastewater Estimated Start 10/1/2025 Date Amy Coykendall, CIP Coordinator Project Location Description Install approximately 400 feet of 15 -inch gravity sewer line from 300 feet north of Jasmine to the manhole at South Orange Circle in Mykawa Road. Includes installation of two manholes, the abandonment and filling of the existing 12 -inch sanitary siphon under Mykawa ditch. Work includes traffic control and dewatering. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification Installation of this gravity segment will remove the inaccessible sanitary siphon currently under the Mykawa Road widening project. Explain & Identify Type of Other Sources Bonds: 2023C $324,600.00 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 221 WW2006 - Mykawa Road Sewer Relocation - Jasmine to S Orange Circle Capital Cost $378 K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $378 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $270,000 $53,999 $54,000 $77,999 $0 $1 $0 $0 $270,000 $0 $54,000 $0 $54,000 e $78,000 Funding Sources $378 K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $378 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation W/S Revenues - Cash Total $323,999 $1 $54,000 $77,999 $0 $0 $324,000 $0 9 $54,000 $78,000 Operational Costs $174 FY2026 Budget Total Budget (all years) Project Total (to date) $179 $748 $922 Detailed Breakdown Category Historical FY2026 FY2027 FY2028 FY2029 Future Budgeted Requested Requested Requested Requested Budgeted Total Personnel Services Operation & Maintenance Total $169 $174 $179 $184 $190 $0 $896 $5 $5 $5 $5 $6 $0 $26 $74 $79 $84 $89 $96 0 822 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 222 WW2104 - FM 518 Wastewater Utility Relocations - SH288 to Old Chocolate Bayou WW2104 - FM 518 Wastewater Utility Relocations - SH288 to Old Chocolate Bayou Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2104 Request Groups Water Estimated Start 10/1/2025 Date Project Location Amy Coykendall, CIP Coordinator Old Chocolate Bayou Road YRq,ly..• ,-:.1 Description This project will relocate the sanitary sewer from SH 288 to Old Chocolate Bayou. The existing sewer line is in the current and future TxDOT ROW of FM 518 and will need to be relocated for the roadway widening. Images I I V: WW2104 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification TxDOT is scheduling to widen FM518 from SH288 to SH35. The first phase is to start at SH 288 and end at Old Chocolate Bayou. The existing and future sanitary sewer that is located in the existing ROW per TxDOT utilities will need to be relocated out of the widening project. TxDOT has construction funding in 2025. Explain & Identify Type of Other Sources PEDC $6,550,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 223 WW2104 - FM 518 Wastewater Utility Relocations - SH288 to Old Chocolate Bayou 2023 C $250,000 Capital Cost $6.8M FY2026 Budget Total Budget (all years) Project Total (to date) $6.8M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $6,550,000 $200,000 $49,999 6,799,999 $0 So Si $0 $6,550,000 SO $200,000 $0 $50,000 0 6,800,000 Funding Sources $6.8M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $6.8M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources W/S Certificates of Obligation Total $6,549,999 $250,000 $1 $0 6,799,999 $ $0 $6,550,000 $0 $250,000 6 6,800,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 224 WW2303 - Dixie Farm North Regional Lift Station Rehabilitation WW2303 - Dixie Farm North Regional Lift Station Rehabilitation Overview Project Location Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2303 Request Groups Water Estimated Start 10/1/2025 Date Amy Coykendall, CIP Coordinator Dixie Farm Road 9 ,-:.1 Description This project will rehabilitate the aging regional lift station and will include rehabilitation of the wet well, removing the previous coating and replacing it with corrosion -resistant lining, providing temporary bypass pumping, replacing submersible pumps, flow meters, and guide -rails, replacing piping, providing new electrical control panels along with new electrical rack and new upgraded electrical service, SCADA, provide a new automatic transfer switch for permanent generator connection and natural gas generator. This will also include the installation of an odor control unit on the lift station and a 2" water service and cedar fence. Images WW2303 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification The lift station wet well and equipment have experienced exceptionally corrosive materials, accelerating wear and aging of wet wells and pumps. A structural rehabilitation of the wet well to prevent total replacement and prolong the life by another FY 26-30 Proposed Capital Improvement Plan I Pearland Page 225 WW2303 - Dixie Farm North Regional Lift Station Rehabilitation 20 years is necessary. Changes to the pumps will require the upgrade of the electrical controller and SCADA control. City criteria for regional facilities require the addition of an automatic transfer switch, emergency generator and odor control. This lift station's priority rating is based on being in fair condition with a very high impact due to location or high probability of sanitary sewer overflow, according to the Wastewater Master Plan. Explain & Identify Type of Other Sources 2023C W/S COs $274,000 Capital Cost $3.32M FY2026 Budget $1.53M Total Budget (all years) $1.53M Project Total (to date) $4.85M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $3,000,000 $294,000 $23,000 8,317,000 $1,530,000 $0 $0 $,530,000 $0 $4,530,000 $0 $294,000 $0 S23,000 $,847,000 Funding Sources $3.52M FY2026 Budget $1.32M Total Budget (all years) Project Total (to date) $1.32M $4.85M Detailed Breakdown Category Historical Budgeted FY2O26 Requested Future Budgeted Total W/S Certificates of Obligation Total $3,524,000 $1,323,000 8,524,000 8,323,000 $0 $4,847,000 8 8,847,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 226 WW2401 - Barry Rose Gravity Sewer - Plum from Galveston to Barry Rose WRF WW2401 - Barry Rose Gravity Sewer - Plum from Galveston to Barry Rose WRF Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 355 - Wastewater Treatment Type Capital Improvement Project Number WW2401 Request Groups Water Estimated Start 10/1/2026 Date 9 L.etfJ�c Gn aai.. F M•!. -4a Description This project will be to replace the undersized trunk wastewater main with the size required to be dictated by the Wastewater Master Plan. The project will pipe burst from the existing lines to the required size of 18" - 42" The project will replace the line in Plum from Galveston to Barry Rose and then the main trunk main in Barry Rose to the Waste Water Treatment Plant. The project includes 7,600 LF and associated manholes. Images WW2401 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The City's Wastewater Master Plan has provided recommendations to improve the collection system. The main trunk line into Barry Rose is undersized and currently surcharges, causing sanitary sewer overflows during rain events. Increasing the line size will provide the correct capacity. Explain & Identify Type of Other Sources FY 26-30 Proposed Capital Improvement Plan I Pearland Page 227 WW2401 - Barry Rose Gravity Sewer - Plum from Galveston to Barry Rose WRF 2024C W/S CO $1,223,000 Capital Cost $2.85M FY2026 Budget $8.15M Total Budget (all years) Project Total (to date) $8.15M $11M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $8,150,000 $1,630,000 $0 $1,223,000 $0 $,853,000 8,150,000 $0 $8,150,000 $0 $1,630,000 $0 $1,223,000 8 $1,003,000 Funding Sources $2.85M FY2026 Budget $8.15M Total Budget (all years) $8.15M Project Total (to date) $11M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation General Revenue -Cash Total $2,853,000 $8,150,000 $0 $,853,000 $0 8,150,000 $0 $11,003,000 $o So 0 $1,003,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 228 WW2402 - Riverstone Ranch Regional Lift Station Capacity Expansion WW2402 - Riverstone Ranch Regional Lift Station Capacity Expansion Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2402 Request Groups Wastewater Estimated Start 10/1/2023 Date Project Location Description The project will increase the capacity as required by the Wastewater Master Plan. A PER will be completed to determine if pumps should be upgraded to a 2.4 MGD. Also, install an odor control unit, new electrical control panel, flow meter, new electrical rack and SCADA. As a regional lift station, this site will require a permanent natural gas generator with automatic transfer switch. Installation of a 2" water service and cedar fence. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification Installation of an odor control unit for this lift station will reduce odors. These unpleasant odors are a nuisance to the residents. The pump station is a main regional pump station that has flow coming from several other lift stations. Due to the critical nature of these lift stations, they will require an alternate power source to maintain wastewater flows in the event of loss of line power. This lift station's priority rating is based on being in fair condition with a very high impact due to location or high probability of sanitary sewer overflow, according to the Wastewater Master Plan. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 229 WW2402 - Riverstone Ranch Regional Lift Station Capacity Expansion Explain & Identify Type of Other Sources 2024C W/S COs $300,000 Capital Cost $820K FY2026 Budget $3.78M Total Budget (all years) Project Total (to date) $3.78M $4.6M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $520,000 $300,000 $20,000 $3,480,000 $300,000 $0 $,780,000 $0 $0 so e $3,480,000 $820,000 $300,000 8,600,000 Funding Sources $820K FY2026 Budget $3.78M Total Budget (all years) Project Total (to date) $3.78M $4.6M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $820,000 $3,780,000 $20,000 $,780,000 $0 $4,600,000 0 8,600,000 Operational Costs FY2026 Budget $0 Total Budget (all years) Project Total $23.1K $23.1K Detailed Breakdown Category Historical FY2027 FY2028 FY2029 Budgeted Requested Requested Requested Future Budgeted Total Personnel Services Operation & Maintenance Total $0 $7,278 $7,496 $7,721 $0 $22,495 $0 $202 $212 $223 $0 $637 0 8,480 8,708 8,944 0 $3,132 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 230 WW2403 - Lakes of Country Place Lift Station Rehabilitation WW2403 - Lakes of Country Place Lift Station Rehabilitation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator 510 Countryplace Boulevard Department 345 - Capital Projects Type Capital Improvement Project Number WW2403 Request Groups Water Estimated Start 10/1/2025 Date Description This project will rehabilitate the aging lift station, which will involve the re -coating of the wet well with a coat lining, flow meter, operational site lighting, replacing the piping and pumps, upgrading the electrical control panel, SCADA, and a manual transfer switch. Installation of a 2" water service and cedar fence. Images WW2403 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification This lift station has been in service since 1997 when it was in MUD #4. The city assumed responsibility in 2012 when MUD #4 was dissolved. The lift station is nearing the end of its useful life for the equipment and coatings and will also require elevation upgrades to meet city standards. According to the wastewater masterplan, this lift station is in poor condition and has a high impact rating. Explain & Identify Type of Other Sources FY 26-30 Proposed Capital Improvement Plan I Pearland Page 231 WW2403 - Lakes of Country Place Lift Station Rehabilitation 2024C W/S COs $832,000 Capital Cost $64K FY2026 Budget $710K Total Budget (all years) Project Total (to date) $710K $774K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $610,000 S0 $100,000 $64,000 $0 04,000 $10,000 $0 S610,000 $0 $100,000 S0 $64,000 0 $74,000 Funding Sources $64K FY2026 Budget Total Budget (all years) $710K $710K Project Total (to date) $774K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $64,000 $710,000 04,000 $10,000 $0 $774,000 0 $74,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 232 WW2404 - Southdown Lift Station Rehabilitation WW2404 - Southdown Lift Station Rehabilitation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Southdown Drive Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2404 Request Groups Wastewater Estimated Start 10/1/2023 Date Description The project is part of the program to rehabilitate or replace system -wide lift stations. The project will include removing and replacing the wet well coating with a corrosion -resistant coating, removing and replacing existing submersible pumps, guide -rails, flow meters, ductile iron discharge piping, check valves, plug valves, SCADA, electrical panel and service racks. The project will remove and replace the fence and gates and install a new manual transfer switch for a portable generator and a 2" water service. The project will also extend fiber from the Southdown Water Plant, install a fiber optic path panel, and fiber optic switch. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification This lift station has been in service since 1998. The city assumed responsibility in 2005 from the MUD. The lift station must have coatings and metal removed and replaced. According to the wastewater masterplan, this lift station is in poor condition FY 26-30 Proposed Capital Improvement Plan I Pearland Page 233 WW2404 - Southdown Lift Station Rehabilitation and has a high impact rating. This lift station's priority rating is based on being in poor condition with a high impact due to location or high probability of sanitary sewer overflow, according to the Wastewater Master Plan. Explain & Identify Type of Other Sources 2024C W/S COs $334,000 Capital Cost $1.2M FY2026 Budget $1.25M Total Budget (all years) Project Total (to date) $1.25M $2.45M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $850,000 $170,000 $180,000 $,200,000 $1,150,000 $100,000 $0 $,250,000 $0 $2,000,000 $0 $270,000 $0 $180,000 8 $,450,000 Funding Sources $1.2M FY2026 Budget $1.25M Total Budget (all years) Project Total (to date) $1.25M $2.45M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $1,200,000 $1,250,000 $,200,000 $,250,000 $0 $2,450,000 $,450,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 234 WW2405 - Shady Crest and Creek View Subdivision Sanitary Sewer Rehabilitation WW2405 - Shady Crest and Creek View Subdivision Sanitary Sewer Rehabilitation Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2405 Request Groups Water Estimated Start 10/1/2025 Date Project Location Amy Coykendall, CIP Coordinator East Circle Drive 7 ,-:.1 Leecue a.+,w.. c•xna.�rw. Description This subdivision was built in the mid -1960s & 1970s and has been identified as an area with high infiltration and intrusion (I & I). The project will evaluate the best method to rehab or replace approximately 16,000 LF of existing pipe that will reduce the l&l. The manholes will then be repaired and re -coated to reduce rainfall intrusion. Images WW2405 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification This project will rehabilitate the sanitary sewer collection system located within the subdivision. Rehabilitation of the lines will utilize the pipe -bursting method. Explain & Identify Type of Other Sources 2024C W/S COs $1,200,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 235 WW2405 - Shady Crest and Creek View Subdivision Sanitary Sewer Rehabilitation Capital Cost $805K FY2026 Budget $4.57M Total Budget (all years) Project Total (to date) $4.57M $5.38M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $405,171 $400,000 $05,171 $4,570,000 $0 $0 $,570,000 $0 $0 $0 $ $4,570,000 $405,171 $400,000 8,375,171 Funding Sources $805K FY2026 Budget $4.57 M Total Budget (all years) Project Total (to date) $4.57M $5.38M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation General Revenue -Cash Total $805,171 $4,570,000 $0 $05,171 $0 8,570,000 $0 $5,375,171 $o $ S0 8,375,171 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 236 WW2406 - Whispering Winds Lift Station Relocation WW2406 - Whispering Winds Lift Station Relocation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number WW2406 Request Groups Water Estimated Start 10/1/2024 Date .i{Lu 67, Description Relocate and replace the aging lift station, including installation of a new wet well with corrosion -resistant lining, extending the gravity and force main to a new location, replacing two self -priming pumps with submersibles including guiderails and new wet well top, replace valves and discharge piping, provide new city standard electrical control panel along with new electrical rack and provide a new City standard manual transfer switch for portable generator connection. Additional items include the installation of a concrete work slab surrounding the wet well, installation of a new 8 -foot cedar picket fence and a 2" water service, and an extension of the fiber connection to the intersection of FM518 and Westminister. Images WW2406 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification A plan is in place to relocate this lift station approximately 200 ft east to the end of the cul-de-sac. The self -priming pumps are 30 plus years old and require replacement. Changes to the pumps will require the upgrade of the electrical controller and FY 26-30 Proposed Capital Improvement Plan I Pearland Page 237 WW2406 - Whispering Winds Lift Station Relocation the site requires the addition of a manual transfer switch for emergency power. This lift station's priority rating is based on being in very poor condition according to the Wastewater Master Plan. Explain & Identify Type of Other Sources 2024C W/S COs $159,000 Capital Cost $371K FY2026 Budget $1.06M Total Budget (all years) Project Total (to date) $1.06M $1.43M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $1,060,000 $212,000 $0 $159,000 $0 $71,000 $,060,000 $0 $1,060,000 $0 $212,000 $0 $159,000 8 $,431,000 Funding Sources $371K FY2026 Budget $1.06M Total Budget (all years) Project Total (to date) $1.06M $1.43M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $371,000 $1,060,000 $71,000 $,060,000 $0 $1,431,000 $ $,431,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 238 WW2407 - Wooten Road Lift Station Decommissioning WW2407 - Wooten Road Lift Station Decommissioning Overview Project Location Request Owner Amy Coykendall, CIP Coordinator 10235 West Broadway Street Department 345 - Capital Projects Type Capital Improvement Project Number WW2407 Request Groups Water Estimated Start 10/1/2023 Date Description The project is part of the program to rehabilitate or replace system -wide lift stations. The lift station was installed by a private developer without a lift station easement and the maintenance responsibility was transferred to the City. The City performed a preliminary analysis of the lift station to evaluate the potential for converting the lift station to a sanitary sewer manhole and gravity system, which indicated that the lift station could be decommissioned and converted to a gravity system. The proposed project will include removal of mechanical and electrical equipment, conversion of the lift station to manhole, and the construction of approximately 250 linear feet of sanitary sewer to discharge the flow into the Wooten Road sanitary sewer system. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The lift station has been in service for over 30 years and is at the end of its useful life for the equipment and coatings. Currently, a generator is being used to provide power because cannot get Centerpoint to provide direct power. An address issue exists due to the location of this lift station and meter boxes which conflict with the strip center. This lift station's priority rating is based on being in very poor condition with a low impact due to location and/or high probability of sanitary sewer ,r1 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 239 WW2407 - Wooten Road Lift Station Decommissioning overflow, according to the Wastewater Master Plan. Conversion of this lift station into a manhole and gravity sewer will remove the need for the maintenance of electrical and mechanical equipment and redundancy during power disruption. Explain & Identify Type of Other Sources 2024C W/S COs $294,000 2025B W/S COs $299,000 Capital Cost $593 K FY2026 Budget Total Budget (all years) Project Total (to date) $593 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Land/Right of Way Contingency Total $450,000 $65,710 $39,290 $37,999 $92,999 $0 $0 $0 Si $ $0 $450,000 $0 $65,710 $0 $39,290 $0 $38,000 9 $93,000 Funding Sources $593 K FY2026 Budget Total Budget (all years) Project Total (to date) $593 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $592,999 $1 $92,999 $ $0 $593,000 $ $93,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 240 WW2408 - Sanitary Sewer Rehabilitation - Longwood Service Area (LW -03) WW2408 - Sanitary Sewer Rehabilitation - Longwood Service Area (LW -03) Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2408 Request Groups Water Estimated Start 10/1/2025 Date Project Location Amy Coykendall, CIP Coordinator Barry Rose Road LILY.. 4n Description Inflow and infiltration (I&I) program to rehabilitate failing sanitary collection systems over thirty years of age in the following basins over a period of years. The Barry Rose and John Hargrove Reclamation Facilities have areas within the sanitary sewer basins that have reached an age where I&I have increased the flows at critical areas like lift stations and the treatment plants. The team will focus on the essential and immediate sanitary sewer rehabilitation needs in Longwood Service Area, west of Dixie Farm, north of Mary's Creek, and south of Clear Creek between Liberty and Dixie Farm. There are approximately 13 miles of sewer line that will be evaluated to determine I&I and areas that need to be repaired. Images WW2408 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification Through analysis of Public Works work order history and institutional knowledge, the wastewater lines in these older areas are responsible for the majority of I&I in the service area that impact the wastewater treatment plant treatment ability. The FY 26-30 Proposed Capital Improvement Plan I Pearland Page 241 WW2408 - Sanitary Sewer Rehabilitation - Longwood Service Area (LW -03) City's Waste Water Master Plan identified these areas with high l&l. This project will address the areas with the most frequent failures and improve system reliability for the residents. The program will include best practices, trench -less technology and manhole rehabilitation for the service area. The Waste Water Master Plan identified this area for improvement. Explain & Identify Type of Other Sources 2024C W/S COs $1,000,000 Capital Cost $1.6M FY2026 Budget $7.96M Total Budget (all years) Project Total (to date) $7.96M $9.56M Detailed Breakdown Category Historical Budgeted FY2O26 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $7,510,000 $1,300,000 $0 $300,000 $451,000 $,600,000 $,961,000 $0 $7,510,000 $0 $1,300,000 $0 $751,000 $ 9,561,000 Funding Sources $1.6M FY2026 Budget $7.96M Total Budget (all years) $7.96M Project Total (to date) $9.56M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation General Revenue -Cash Total $1,600,000 $7,961,000 S0 $,600,000 $0 $,961,000 $0 $9,561,000 So 9 So 9,561,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 242 WW2501 - Sanitary Sewer Rehabilitation - Longwood Service Area (LW -04) WW2501 - Sanitary Sewer Rehabilitation - Longwood Service Area (LW -04) Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2501 Request Groups Wastewater Estimated Start 10/1/2024 Date Amy Coykendall, CIP Coordinator Project Location 9 L.etfJ�c Gn 4 jai • G M•5. -4a Description Inflow and infiltration (I&I) program to rehabilitate failing sanitary collection systems over thirty years of age in the following basins over a period of years. The Barry Rose and John Hargrove Reclamation Facilities have areas within the sanitary sewer basins that have reached an age where I&I have increased the flows at critical areas like lift stations and the treatment plants. The team will focus on the essential and immediate sanitary sewer rehabilitation needs in Longwood Service Area, bounded by Pearland Parkway, City Limit, FM 518, and Mary's Creek. There are approximately 9 miles of sewer line that will be evaluated to determine I&I and areas that need to be repaired. Images Details Strategic Priority: Resilient Finances Impact on operating budget: No Type of Project: Improvement Project Justification Through analysis of Public Works work order history and institutional knowledge, the wastewater lines in these older areas are responsible for the majority of I&I in the service area that impact the wastewater treatment plant treatment ability. The City's Wastewater Master Plan identified these areas with high l&l. This project will address the areas with the most frequent FY 26-30 Proposed Capital Improvement Plan I Pearland Page 243 WW2501 - Sanitary Sewer Rehabilitation - Longwood Service Area (LW -04) failures and improve system reliability for the residents. The program will include best practices, trench -less technology and manhole rehabilitation for the service area. Capital Cost $1.36M FY2026 Budget $3.92M Total Budget (all years) Project Total (to date) $3.92M $5.28M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $3,620,000 $1,300,000 $0 $62,000 $300,000 $,362,000 $,920,000 $0 $3,620,000 $0 $1,300,000 $0 $362,000 $ 5,282,000 Funding Sources $1.36M FY2026 Budget $3.92M Total Budget (all years) Project Total (to date) $3.92M $5.28M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $1,362,000 $3,920,000 $,362,000 $,920,000 $0 $5,282,000 5 $,282,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 244 WW2502 - Green Tee IV Lift Station Rehabilitation WW2502 - Green Tee IV Lift Station Rehabilitation Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2502 Request Groups Wastewater Estimated Start 10/1/2024 Date Project Location 9 -_� - -- - . .•F{vu:•xd ...rrc Gn ',VP, M•}, -uy Description Rehabilitation of this lift station will include removal and replacement of pumps, valves, piping, and wet well with corrosion - resistant coating. Provide new electrical panel, service rack, SCADA (if needed), manual transfer switch, and 8' cedar wood fence and gates and a 2" water service. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification This lift station's priority rating is based on being in fair condition with a very high impact due to location or high probability of sanitary sewer overflow, according to the Wastewater Master Plan. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 245 WW2502 - Green Tee IV Lift Station Rehabilitation Capital Cost FY2026 Budget so Total Budget (all years) $1.71 M Project Total $1.71 M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total Construction Contingency Design/Surveying Total So $1,200,000 $0 $388,000 So $120,000 e $,708,000 $0 $1,200,000 $0 $388,000 $0 $120,000 $,708,000 Funding Sources FY2026 Budget so Total Budget (all years) Project Total $1.71 M $1.71 M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $1,708,000 e $,708,000 $0 $1,708,000 0 $,708,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 246 WW2503 - Sunset Meadows Lift Station Rehabilitation WW2503 - Sunset Meadows Lift Station Rehabilitation Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2503 Request Groups Wastewater Estimated Start 10/1/2027 Date Amy Coykendall, CIP Coordinator Project Location 9 a•.,.• c Ana Description Rehabilitate the lift station with the removal and installation of a new 6' wet well with corrosion -resistant lining, replace two pumps with submersibles including guide -rails and new wet well top, replace valves and discharge piping, flow meter, provide new city standard electrical control panel along with new electrical rack, SCADA, and provide a new City standard manual transfer switch for mobile generator connection. Additional items include replacement of the concrete work slab surrounding the wet well and installing a new 8 -foot cedar fence and a 2" water service. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The aging lift station is at the end of its useful life for the equipment and coatings and will also require upgrades to meet city standards. City criteria for local facilities require the additional manual transfer switch (MTS) for portable generators. This lift station's priority rating has been labeled as being in very poor condition. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 247 WW2503 - Sunset Meadows Lift Station Rehabilitation Capital Cost FY2026 Budget $462K Total Budget (all years) $2.09 M Project Total $2.09 M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 S0 $1,200,000 $0 $462,000 $0 $0 $0 $428,000 $ $62,000 $,628,000 $0 $1,200,000 $0 $462,000 SO $428,000 2,090,000 Funding Sources FY2026 Budget $462K Total Budget (all years) Project Total $2.09M $2.09M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $462,000 $1,628,000 $62,000 $,628,000 S0 $2,090,000 9 2,090,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 248 WW2504 - Green Tee III Lift Station Rehabilitation WW2504 - Green Tee III Lift Station Rehabilitation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number WW2504 Request Groups Water Estimated Start 10/1/2025 Date ✓qlp r 9 -�mc;•xtl LEK.. GI, a. •G M•},-uy Description This lift station is part of a program to rehabilitate or replace system -wide lift stations. The project will include corrosion resistant coating, flow meter, SCADA, removal and replacement of submersible pumps, guiderails, ductile Iron discharge piping, check valves and plug valves. By-pass pumping will be needed. Remove and replace electrical panel with an underground service, electrical service rack and installation of a manual transfer switch for portable generator, a 2" water service and cedar fence. Images WW2504 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification The lift station has been in service for over 30 years and is at the end of its useful life for the equipment and coatings. This lift station's priority rating is based on being in very poor condition with a low impact due to location and/or high probability of sanitary sewer overflow, according to the Wastewater Master Plan. ink FY 26-30 Proposed Capital Improvement Plan I Pearland Page 249 WW2504 - Green Tee III Lift Station Rehabilitation Capital Cost FY2026 Budget $1.34M Total Budget (all years) $1.34M Project Total $1.34M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total So $810,000 $0 $265,000 $0 $260,000 8 $,335,000 So $810,000 $0 $265,000 S0 $260,000 9 $,335,000 Funding Sources FY2026 Budget $1.34M Total Budget (all years) Project Total $1.34M $1.34M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $o 0 $1,335,000 $,335,000 $0 $1,335,000 $ $,335,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 250 WW2507 - Kirby North Regional Lift Station Rehabilitation WW2507 - Kirby North Regional Lift Station Rehabilitation Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2507 Request Groups Wastewater Estimated Start 10/1/2024 Date Amy Coykendall, CIP Coordinator Project Location 9 4 4.{.. G M•a. -4a Description Rehabilitation of a regional lift station, including rehabilitation of the wet wells, removing and replacing the existing coating, providing temporary by-pass pumping, removing and replacing existing submersible pumps, adding the required third pump including guardrails, replacing valves and piping, providing new electrical control panels, new electrical rack and new upgraded electrical service, provide a natural gas generator and new automatic transfer switch for permanent generator. Installation of a 2" water service and cedar fence.1700 LF of fiber will be included. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification This lift station wet wells and equipment due to corrosive sewer gases accelerating corrosion of the wet well structure and metal components. A structural rehabilitation of the wet well by installing a corrosive -resistant coating. Pumps replacement will require a new electrical controller and SCADA control. Per City criteria for regional facilities, this lift station will require the installation of an automatic transfer switch, permanent generator and odor control. The system will provide for some FY 26-30 Proposed Capital Improvement Plan I Pearland Page 251 WW2507 - Kirby North Regional Lift Station Rehabilitation expansion of the capacity as called for in the Waste Water Master Plan (WWMP). This lift station's priority rating is based on it being in poor condition with a high impact due to location and/or high probability of sanitary sewer overflow, according to the Wastewater Master Plan. Capital Cost $278K FY2026 Budget $1.74M Total Budget (all years) $1.74M Project Total (to date) $2.02M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total So $1,490,000 $48,000 $250,000 $230,000 $0 $78,000 $,740,000 $0 $1,490,000 $0 5298,000 $0 $230,000 A $,018,000 Funding Sources $278K FY2026 Budget $1.74M Total Budget (all years) Project Total (to date) $1.74M $2.02M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $278,000 $1,740,000 $78,000 $,740,000 $0 $2,018,000 $ $,018,000 Operational Costs FY2026 Budget $0 Total Budget (all years) Project Total $92.7 K $92.7 K Detailed Breakdown Category Historical FY2027 FY2028 FY2029 Budgeted Requested Requested Requested Future Budgeted Total Operation & Maintenance Personnel Services Total $0 $22,252 $23,365 $24,533 $0 $70,150 $0 $7,290 $7,508 $7,734 $0 $22,532 8 $9,542 $0,873 $2,267 9 82,682 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 252 WW2508 - Waste Water Master Plan Update WW2508 - Waste Water Master Plan Update Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2508 Request Groups Wastewater Estimated Start 10/1/2024 Date Project Location Description This project will be to update the 2020 Waste Water Master Plan. Since 2020 there has been significant growth and development along with system rehabilitation and the model has not been updated to reflect these changes. The project will include the updating of the system changes. Images Details Strategic Priority: Resilient Finances Impact on operating budget: No Type of Project: Improvement Project Justification The 2008 Waste Water Master Plan is the last major update that has been conducted to the model. Modeling is used to help assist in location potential overflows and deficient line sizes that result in system capacity issues. These results are then used to develop priorities for CIP projects. Modeling is also utilized to assist in determining development impacts to the system. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 253 WW2508 - Waste Water Master Plan Update Capital Cost FY2026 Budget $625 K Total Budget (all years) $625K Project Total $625K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Design/Surveying Contingency Total $0 $475,000 $0 $150,000 9 $25,000 $0 $475,000 $0 $150,000 9 $25,000 Funding Sources FY2026 Budget $625 K Total Budget (all years) Project Total $625K $625K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Revenues - Cash Total so 9 $625,000 $25,000 $0 9 $625,000 $25,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 254 WW2603 - Green Tee I Lift Station WW2603 - Green Tee I Overview Request Owner Department Type Project Number Request Groups Estimated Start Date Amy Coykendall, CIP Coordinator 300 - PW Engineering & Capital Projects Capital Improvement WW2603 Wastewater 10/1/2025 Lift Station Project Location 9 • Description The project is part of the program to rehabilitate or replace system -wide lift stations. The project will consist of evaluating the service area at this lift station to determine relocation, abandonment or a combination to move from the resident driveway potentially relocating it to the end of Donegal Road. This will include acquisition of a utility site, construction of a new wet well and top with hatch and fall protection, odor control, extending gravity lines to and from the current location and constructing a new force main. New submersible pumps and ductile iron discharge piping, SCADA, flow meter, check valves, and plug valves. A new electrical service and control panel and a new manual transfer for a portable mobile generator. Installation of a 2" water service and cedar fence. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The lift station is located in a residential driveway. During repairs or maintenance activities, the homeowner is restricted access to the home. The current controls are located over 200 feet away. This is a safety concern as maintenance activities are conducted and the operator cannot see the panel. This lift station's priority rating is based on being in very poor condition according to the Wastewater Master Plan. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 255 WW2603 - Green Tee I Lift Station Capital Cost FY2026 Budget Total Budget (all years) so $3.09 M Project Total $3.09 M Detailed Breakdown Category FY2027 FY2028 Historical Budgeted Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $0 9 $0 $1,800,000 $400,000 $540,000 $351,000 $0 $51,000 $,340,000 S0 $1,800,000 $0 $940,000 $0 $351,000 $ $,091,000 Funding Sources FY2026 Budget Total Budget (all years) so $3.09 M Project Total $3.09 M Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $751,000 $2,340,000 $ $51,000 $,340,000 $0 $3,091,000 s $,091,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 256 WW2604 - Oakbrook Estates Lift Station Replacement WW2604 - Oakbrook Estates Lift Station Replacement Overview Project Location Request Owner Mark Baker, Asset Reliability 1800 Branch Hill Drive Manager Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2604 Request Groups Wastewater Estimated Start 10/1/2025 Date YRq,ly..• 9 mac, Description This project is a key component of the broader infrastructure program aimed at rehabilitating or replacing lift stations across the system. The scope of work includes the removal and replacement of critical components such as the wet well coating, submersible pumps, guiderails, ductile iron discharge piping, SCADA system, flow meter, check valves, and plug valves. Repairs will also be made to the discharge valve pit. Additionally, the existing electrical panel and service rack will be replaced to ensure improved reliability and safety. The project includes the installation of new gates and an automatic transfer switch for a stationary generator, enhancing the station's emergency readiness. A new 2" water service line will be installed, along with a cedar fence to provide site security and aesthetic improvement. Images Details Strategic Priority: Sustainable Infrastructure Type of Project: Improvement Project Justification Impact on operating budget: No FY 26-30 Proposed Capital Improvement Plan I Pearland Page 257 WW2604 - Oakbrook Estates Lift Station Replacement The lift station, which has been in continuous operation since 1995, has reached the end of its serviceable life. The station's mechanical equipment and protective coatings are exhibiting advanced wear and degradation, increasing the risk of system failures. Routine maintenance is no longer sufficient to ensure reliable performance, and many components are now obsolete, making repairs increasingly difficult and costly. A condition assessment conducted as part of the Wastewater Master Plan has classified this station in "poor" condition and assigned it a high priority rating for rehabilitation. In addition to the physical deterioration, the station no longer meets current design and safety standards, which may compromise operational efficiency and worker safety. Rehabilitating the lift station will address these critical issues by replacing outdated infrastructure with modern, energy - efficient components. This will improve system reliability, reduce maintenance costs, and extend the station's operational life for decades to come. Furthermore, the upgrades will enhance the City's ability to manage wastewater effectively, protect the environment, and meet future regulatory requirements. Capital Cost FY2026 Budget $1.54 M Total Budget (all years) $1.54M Project Total $1.54M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $o So $0 9 $1,200,000 $240,000 $100,000 $,540,000 $0 $1,200,000 $0 $240,000 $0 $100,000 0 $,540,000 Funding Sources FY2026 Budget $1.54M Total Budget (all years) $1.54M Project Total $1.54M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $0 0 $1,540,000 $,540,000 S0 $1,540,000 0 $,540,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 258 WW2608 - Sunset Lakes Lift Station Rehabilitation WW2608 - Sunset Lakes Lift Station Rehabilitation Overview Request Owner Department Project Location Amy Coykendall, CIP Coordinator 1310 Chelsea Lane 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2608 Request Groups Wastewater Estimated Start 10/1/2025 Date Description The lift station will be completely rehabilitated including recoating wet well, remove and replace centrifugal pumps with submersible pumps, guide rail system, replace piping, check valves and plug valves. Install flow meter, replace panel, SCADA, service rack, install manual transfer switch for portable generator. Installation of a 2" water service and cedar fence. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The lift station has been in service since 2001 and is at the end of its useful life for the equipment and coatings and will also require elevation upgrades to meet city standards. The efficiency of the pumps has decreased from years of service and repairs. This lift station's priority rating has been labeled as being in poor condition with a moderate impact due to location or high probability of sanitary sewer overflow, according to the Waste Water Master Plan. Ank FY 26-30 Proposed Capital Improvement Plan I Pearland Page 259 WW2608 - Sunset Lakes Lift Station Rehabilitation Capital Cost FY2026 Budget so Total Budget (all years) $1.77 M Project Total $1.77 M Detailed Breakdown Category FY2028 FY2029 Historical Budgeted Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $1,310,000 $0 $22,000 $240,000 $0 $200,000 $0 $ $22,000 $,550,000 $0 $1,310,000 $0 $262,000 $0 $200,000 9 $,772,000 Funding Sources FY2026 Budget so Total Budget (all years) Project Total $1.77 M $1.77 M Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $222,000 $1,550,000 0 $22,000 $,550,000 $0 $1,772,000 8 $,772,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 26O WW2609 - FM 518 Utility Relocations Phase 2 (Old Chocolate Bayou to McLean) WW2609 - FM 518 Utility Relocations Phase 2 (Old Chocolate Bayou to McLean) Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2609 Request Groups Wastewater Estimated Start 10/1/2026 Date Fnerc:.xtl "rc ..n{... M P. -4a Description This project will relocate the sanitary sewer from SH 288 to Old Chocolate Bayou. The existing sewer line is in the current and future TxDOT ROW of FM 518 and will need to be relocated for the roadway widening. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: New Construction Project Justification TxDOT is scheduling to widen FM518 from SH288 to SH35. The first phase is to start at SH 288 and end at Old Chocolate Bayou. The existing and future sanitary sewer that is located in the existing ROW per TxDOT utilities will need to be relocated as a result of the widening project. TxDOT has construction funding in 2025. Explain & Identify Type of Other Sources TxDOT may pay the City a portion of the relocation of utilities. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 261 WW2609 - FM 518 Utility Relocations Phase 2 (Old Chocolate Bayou to McLean) PEDC FY26 $6,800,000 PEDC funded the design in FY25 in the amount of $200,000. Capital Cost FY2026 Budget $6.8M Total Budget (all years) $6.8M Project Total $6.8M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 S0 S0 0 $5,600,000 $1,000,000 $200,000 6,800,000 $0 $5,600,000 $0 $1,000,000 $0 $200,000 0 6,800,000 Funding Sources FY2026 Budget $6.8M Total Budget (all years) Project Total $6.8M $6.8M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources Total S0 $6,800,000 6 6,800,000 So $6,800,000 6 6,800,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 262 WW2611 - JHEC Odor Control System WW2611 -JHEC Odor Control System Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 305 - Public Works Type Capital Improvement Project Number WW2611 Request Groups Water Estimated Start 12/8/2025 Date Estimated 10/26/2026 Completion Date 5900 Magnolia Parkway Irradvkl LINKLIC a :, "•c��nx��w Description Install odor control system at JHEC. Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: New Construction Project Justification Because of the current site configuration, two separate systems are needed: one for the lift stations and one for the head works. This system will capture foul smells during wastewater treatment and eliminate these odors before reaching the environment depending on the method used (e.g. chemical, bio-filtration, chemical adsorption, etc.). Capital Cost FY2026 Budget $300K Total Budget (all years) Project Total $2.25M $2.25M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $1,500,000 $0 $50,000 $450,000 $0 $250,000 $0 0 $00,000 $,950,000 $0 $1,500,000 $0 $500,000 $0 $250,000 0 2,250,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 263 WW2611 - JHEC Odor Control System Funding Sources FY2026 Budget $300K Total Budget (all years) $2.25M Project Total $2.25M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total W/S Certificates of Obligation Other Funding Sources Total $0 $300,000 $1,950,000 $0 50 $0 9 $00,000 $,950,000 $0 $2,250,000 S0 $0 A $,250,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 264 WW2612 - WWTPs Asset Management Plan WW2612 - WWTPs Asset Management Plan Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2612 Request Groups Water Estimated Start 10/1/2025 Date 9 Description The City of Pearland operates five wastewater treatment facilities. Given the expansion of the Barry Rose Water Reclamation Facility, it is imperative to assess all existing plants to ensure they meet current and future demands. This project proposes a comprehensive evaluation of all wastewater treatment infrastructure and assets installed before 2022 to identify areas requiring rehabilitation, replacement, or new implementation. Project Scope 1. Infrastructure Assessment Structural Evaluation: Inspect tanks, pipelines, and foundations for signs of wear, corrosion, or structural deficiencies. Mechanical Systems: Assess the condition and performance of pumps, motors, and aeration equipment. Electrical Systems: Review the functionality and safety of electrical panels, backup generators, and SCADA systems. 2. Operational Efficiency Process Performance: Evaluate treatment processes to ensure compliance with environmental regulations and efficiency in pollutant removal. Capacity Analysis: Determine if current capacities align with present and projected wastewater volumes. 3. Regulatory Compliance Verify adherence to local, state, and federal regulations, including Texas Commission on Environmental Quality (TCEQ) standards. Identify any permit violations or areas at risk of non-compliance. 4. Environmental and Community Impact Assess odor control measures and their effectiveness. Evaluate the impact of effluent discharge on local water bodies and surrounding communities. 5. Documentation and Records Update existing facility plans and as -built drawings to reflect current conditions. Compile comprehensive records for future reference and planning. Details Strategic Priority: Sustainable Infrastructure Type of Project: Improvement Project Justification Impact on operating budget: Yes FY 26-30 Proposed Capital Improvement Plan I Pearland Page 265 WW2612 - WWTPs Asset Management Plan With aging infrastructure, many components have been in service for decades, potentially leading to inefficiencies and increased maintenance costs. This project is needed to meet and ensure the following Regulatory Compliance: Ensuring all facilities meet current standards is crucial to avoiding penalties and protecting public health. Operational Efficiency: Identifying and addressing inefficiencies can lead to cost savings and improved service delivery. Environmental Stewardship: Proper assessment and rehabilitation minimize environmental impacts, aligning with the city's sustainability goals. Capital Cost FY2026 Budget $500K Total Budget (all years) $6M Project Total $61%/1 Detailed Breakdown Category Historical FY2026 FY2027 FY2028 Future Budgeted Requested Requested Requested Budgeted Total Construction $0 $0 $2,500,000 $3,000,000 $0 Prelim. Engineering Report $0 $500,000 $0 $0 So Total $ 500,000 $,500,000 $,000,000 6 $5,500,000 $500,000 6,000,000 Funding Sources FY2026 Budget Total Budget (all years) $500K $6M Project Total $6M Detailed Breakdown Category Historical FY2026 FY2027 FY2028 Future Budgeted Requested Requested Requested Budgeted Total W/S Certificates of Obligation Total $0 $500,000 $2,500,000 $3,000,000 $0 $6,000,000 6 800,000 9,500,000 8,000,000 6 6,000,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 266 WW2613 - Woodthrush Regional Lift Station Rehabilitation WW2613 - Woodth rush Regional Lift Station Rehabilitation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator 1100 Woodthrush Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2613 Request Groups Wastewater Estimated Start 10/1/2026 Date • rw.rmsoa OW Description This project will rehabilitate a regional lift station and will include removing the existing coating and replacing it with corrosion -resistant lining, providing temporary by-pass pumping, replacing existing submersible pumps including guiderails, flow meters, SCADA, odor control, replacing valves and blast and re -coat piping, provide new City standard electrical control panel along with new electrical rack, new upgraded electrical service, provide a new automatic transfer switch for permanent natural gas generator connection, and replace existing fence and installation of a 2" water service. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification Installation of an odor control filtration unit for this wastewater lift station location will process gaseous material that produces nuisance odor conditions caused by the decomposition of organic matter found in wastewater. With the pipe surfaces exposed to the corrosive atmosphere in the wet well, the piping is subject to premature deterioration, leading to pipe pitting and eventually leaks will occur. The pump station is a main regional pump station that has flow coming from FY 26-30 Proposed Capital Improvement Plan I Pearland Page 267 WW2613 - Woodthrush Regional Lift Station Rehabilitation several other lift stations. Due to the critical nature of these lift stations, they will require an alternate power source to maintain wastewater flows in the event of loss of line power. This lift station's priority rating is based on being in good condition with a very high impact due to location or high probability of sanitary sewer overflow, according to the Waste Water Master Plan. Explain & Identify Type of Other Sources Capital Cost FY2026 Budget $522K Total Budget (all years) Project Total $3.94M $3.94M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Prelim. Engineering Report Land/Right of Way Total $0 $0 $2,500,000 $0 $50,000 $750,000 $0 $325,000 $163,000 $0 $97,000 $0 $0 $50,000 $0 $ $22,000 $,413,000 $0 $2,500,000 $0 $800,000 $0 $488,000 $0 $97,000 $0 $50,000 9 8,935,000 Funding Sources FY2026 Budget $522K Total Budget (all years) $3.94M Project Total $3.94M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $522,000 $3,413,000 9 $22,000 8,413,000 $0 $3,935,000 6 $,935,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 268 WW2613 - Woodthrush Regional Lift Station Rehabilitation Operational Costs FY2026 Budget $0 Total Budget (all years) $20.2K Project Total $20.2K Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total Operation & Maintenance Personnel Services Total $0 $9,493 $9,945 $0 $0 $772 9 9,493 $0,717 $0 $19,438 S0 8772 9 $0,210 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 269 WW2614 - Assessment and Rehabilitation of Pearland's Wastewater Treatment Plants WW2614 - Assessment and Rehabilitation of Pearland's nd's Wastewater Treatment Plants Overview Request Owner Julian Kelly, Water Production Superintendent Department 314 - Utilities Department Type Capital Improvement Project Number WW2614 Request Groups Water Estimated Start 02/4/2026 Date Estimated 02/4/2027 Completion Date Project Location 9 0 Description The City of Pearland operates five wastewater treatment facilities. Given the expansion of the Barry Rose Water Reclamation Facility, it is imperative to assess all existing plants to ensure they meet current and future demands. This project proposes a comprehensive evaluation of all wastewater treatment infrastructure and assets installed before 2022 to identify areas requiring rehabilitation, replacement, or new implementation. Project Scope 1. Infrastructure Assessment • Structural Evaluation: Inspect tanks, pipelines, and foundations for signs of wear, corrosion, or structural deficiencies. • Mechanical Systems: Assess the condition and performance of pumps, motors, and aeration equipment. • Electrical Systems: Review the functionality and safety of electrical panels, backup generators, and SCADA systems. 2. Operational Efficiency • Process Performance: Evaluate treatment processes to ensure compliance with environmental regulations and efficiency in pollutant removal. • Capacity Analysis: Determine if current capacities align with present and projected wastewater volumes. 3. Regulatory Compliance • Verify adherence to local, state, and federal regulations, including Texas Commission on Environmental Quality (TCEQ) standards. • Identify any permit violations or areas at risk of non-compliance. 4. Environmental and Community Impact • Assess odor control measures and their effectiveness. • Evaluate the impact of effluent discharge on local water bodies and surrounding communities. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 270 WW2614 - Assessment and Rehabilitation of Pearland's Wastewater Treatment Plants 5. Documentation and Records • Update existing facility plans and as -built drawings to reflect current conditions. • Compile comprehensive records for future reference and planning. Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Estimated Project Life Span: 20 plus years Project Justification With aging infrastructure, many components have been in service for decades, potentially leading to inefficiencies and increased maintenance costs. This project is needed to meet and ensure the following • •Regulatory Compliance: Ensuring all facilities meet current standards is crucial to avoid penalties and protecting public health. • Operational Efficiency: Identifying and addressing inefficiencies can lead to cost savings and improved service delivery. • Environmental Stewardship: Proper assessment and rehabilitation minimize environmental impacts, aligning with the city's sustainability goals. Capital Cost FY2026 Budget $550K Total Budget (all years) Project Total $6.05M $6.05M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total Construction Design/Surveying Total $0 $0 $5,500,000 $0 $550,000 $0 8 650,000 8,500,000 $0 $5,500,000 $0 $550,000 6,050,000 Funding Sources FY2026 Budget $550K Total Budget (all years) $6.05M Project Total $6.05M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $550,000 $5,500,000 0 $50,000 $,500,000 $0 $6,050,000 0 6,050,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 271 WW2701 - Towne Lake Lift Station Rehabilitation WW2701 - Towne Lake Lift Station Rehabilitation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator 3803 Conroe Lake Court Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2701 Request Groups Wastewater Estimated Start 10/1/2030 Date 9 Description This project will be rehabilitation, which involves removal and replacement of the corrosion -resistant coating of the wet well, SCADA, flow meter, piping, valves, pumps, electrical control panel, service rack, a manual transfer switch, replacing fencing with 8' cedar wood fence and installing a 2" water service. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The lift station has been in service since 1998 and is at the end of its useful life for the equipment and coatings. This lift station's priority rating is based on being in fair condition according to the Wastewater Master Plan. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 272 WW2701 - Towne Lake Lift Station Rehabilitation Capital Cost FY2026 Budget so Total Budget (all years) $1 Future $1.6M Project Total $1.6M Detailed Breakdown Category Historical Budgeted FY2030 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $0 $0 $0 $1 e $ $1,000,000 $300,000 $299,999 $,599,999 $1,000,000 $300,000 $300,000 $,600,000 Funding Sources FY2026 Budget Total Budget (all years) Future Project Total $0 $1 $1.6M $1.6M Detailed Breakdown Category Historical Budgeted FY2030 Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $1 e $ $1,599,999 $1,600,000 $,599,999 $,600,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 273 WW2702 - Pine Hollow Lift Station Rehabilitation WW2702 - Pine Hollow Lift Station Rehabilitation Overview Project Location Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2702 Request Groups Wastewater Estimated Start 10/1/2026 Date Amy Coykendall, CIP Coordinator 3711 Pine Lawn Drive • NOW iejah -# } Prsi dcar Description This lift station project will include removal and replacement of wet well coating with corrosion -resistant coating, submersible pumps, guide -rails, new wet well tops, replacing valves, flow meters, SCADA (if needed), discharge piping, electrical control panel, new electrical racks, and providing a new manual transfer switch for portable generator. Additional items include replacement of the concrete work slab surrounding the wet well and installing an 8 -foot cedar picket fence, repairs to the concrete driveway and installation of a 2" water service. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification This lift station was wet well and the equipment is approaching the end of its useful life. Replacement of the pumps will include the upgrade of the electrical controller and the site requires the installation of a manual transfer switch for the portable generator. This lift station's priority rating is based on being in poor condition according to the Wastewater Master Plan. ,r1 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 274 WW2702 - Pine Hollow Lift Station Rehabilitation Capital Cost FY2026 Budget Total Budget (all years) Future Project Total $0 $1 $1.01 M $1.01 M Detailed Breakdown Category Historical Budgeted FY2030 Requested Future Budgeted Total Design/Surveying Total so si e $ $1,010,000 $,010,000 $1,010,001 $,010,001 Funding Sources FY2026 Budget $0 Total Budget (all years) $1 Future $1.01 M Project Total $1.01 M Detailed Breakdown Category Historical Budgeted FY2030 Requested Future Budgeted Total W/S Certificates of Obligation Total So S1 6 $ $1,010,000 $1,010,001 $,010,000 $,010,001 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 275 WW2704 - Clear Creek Park Lift Station Rehabilitation WW2704 - Clear Creek Park Lift Station Rehabilitation Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2704 Request Groups Wastewater Estimated Start 10/1/2026 Date Project Location Amy Coykendall, CIP Coordinator 2600 Pebble Creek Drive LILY.. CPI Description The project will rehabilitate the aging lift station and will include the replacement of pumps, valves, piping, flow meters, SCADA, and rehabilitating the wet well with a corrosion -resistant lining system. Provide new City standard electrical panels, a service rack, a manual transfer switch, installation of a 2" water service, and cedar fence. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The lift station will be rehabilitated to extend its usable life by another 20+ years. This lift station's priority rating is based on being in poor condition with a moderate impact due to location or high probability of sanitary sewer overflow, according to the Waste Water Master Plan. Explain & Identify Type of Other Sources Project carryover to FY28. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 276 WW2704 - Clear Creek Park Lift Station Rehabilitation Capital Cost FY2026 Budget $o Total Budget (all years) $1.86M Project Total $1.86M Detailed Breakdown Category FY2028 FY2029 Historical Budgeted Requested Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $0 $1,200,000 $0 $250,000 $112,000 $0 $100,000 $200,000 A $50,000 $,512,000 $0 $1,200,000 $0 $362,000 $0 $300,000 A $,862,000 Funding Sources FY2026 Budget so Total Budget (all years) Project Total $1.86M $1.86M Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $350,000 $1,512,000 $50,000 $,512,000 So $1,862,000 $ $,862,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 277 WW2705 - Country Place Lift Station Rehabilitation WW2705 - Country Place Lift Station Rehabilitation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator 3210 South Peach Hollow Circle Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2705 Request Groups Wastewater Estimated Start 10/1/2026 Date Description The project will rehabilitate the aging lift station. The project will include the removal and replacement of the wet well's corrosion -resistant lining, pumps, valves, and piping. Provide new City standard electrical panel, service rack, flow meter, SCADA (if needed), automatic transfer switch, replace perimeter fencing with 8' cedar wood picket fence, and the installation of a 2" water service. Replace the existing generator with an appropriately sized generator along with enclosure and heater. Images F Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The lift station will be rehabilitated to extend its usable lift by another 20+ years. This lift station's priority rating has been labeled as being in fair condition with a high impact of sanitary sewer overflow, according to the Waste Water Master Plan. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 278 WW2705 - Country Place Lift Station Rehabilitation Capital Cost FY2026 Budget $0 Total Budget (all years) $2.43M Project Total $2.43M Detailed Breakdown Category FY2027 FY2028 Historical Budgeted Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $1,500,000 $0 $87,000 $450,000 $0 $292,000 $100,000 e $79,000 $,050,000 $0 $1,500,000 $0 $537,000 $0 $392,000 8 $,429,000 Funding Sources FY2026 Budget $0 Total Budget (all years) Project Total $2.43M $2.43M Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $379,000 $2,050,000 0 $79,000 $,050,000 $0 $2,429,000 A $,429,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 279 WW2707 - Walmart Lift Station Rehabilitation WW2707 - Walmart Lift Station Rehabilitation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator 1919 North Main Street Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2707 Request Groups Wastewater Estimated Start 10/1/2031 Date 9 ..•r�.c 4n 4 •L xt+3. 7%, Description The project will rehabilitate the existing wet well that services Walmart on Main and will include corrosion -resistant coating. Remove and replace existing submersible pumps, guide rail system, replace ductile iron discharge pipe, SCADA, install new check valves, plug valves and flow meters. Remove and replace the electrical control panel and remove and replace the electrical service rack. Install generator manual transfer switch for portable generator. Install 2" water service line with back flow prevention for wet well/equipment wash down and 8' cedar fencing. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification This facility was first put into service in 1998. The pumps have exceeded their life expectancy and show a visible reduction in efficiency on the pump curve. The existing electrical control panel and service rack are outdated and require updating. Existing piping and valves are past their serviceable lives. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 280 WW2707 - Walmart Lift Station Rehabilitation Capital Cost FY2026 Budget $o Total Budget (all years) $1.5 M Project Total $1.5 M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total Construction Land/Right of Way Contingency Design/Surveying Total $0 $924,000 $0 $250,000 $0 $185,000 $0 $139,000 $ $,498,000 $0 $924,000 $0 $250,000 $0 $185,000 $0 $139,000 $ $,498,000 Funding Sources FY2026 Budget Total Budget (all years) $o $1.5M Project Total $1.5 M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $1,498,000 $ $,498,000 $0 $1,498,000 $ $,498,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 281 WW2708 - Hughes Ranch Road Gravity Sewer -Cullen to Stone WW2708 - Hughes Ranch Road Gravity Sewer -Cullen to Stone Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2708 Request Groups Wastewater Estimated Start 10/1/2026 Date 0 Fnnx, ;ry U! pi••r•• --3111 Description This project will include the installation of sanitary sewer along Hughes Ranch Road between Cullen and Stone. Included within this project is the installation of sanitary sewer along Hawk Meadows and Lee Rd. Currently, there are no sanitary sewer services in this section of the community, and it is the intent of the City to expand current systems to provide all residents with waste water services. Approximately 1.3 miles of sanitary sewer will be installed as part of this project. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification The City is the utility provider for the City of Pearland and its residents. It is the goal of the City to provide service to all residents within the City limits. This project will be to evaluate, design, and construct a sewer collection system for the area of Hughes Ranch Road, Lee Drive and Hawk Meadows that do not currently have city sewer service. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 282 WW2708 - Hughes Ranch Road Gravity Sewer -Cullen to Stone Capital Cost $1.85M FY2026 Budget $0 Total Budget (all years) $2.74M Project Total (to date) $4.59M Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Total $1,110,000 $0 $1,800,000 $222,000 $40,000 $540,000 $170,000 $240,000 $117,000 $350,000 $0 $0 $,852,000 $80,000 $,457,000 $0 $2,910,000 $0 $802,000 $0 $527,000 $0 $350,000 $ $,589,000 Funding Sources $1.85M FY2026 Budget Total Budget (all years) Project Total (to date) $0 $2.74M $4.59M Detailed Breakdown Category FY2027 FY2028 Historical Budgeted Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $1,852,000 $,852,000 $280,000 $2,457,000 $80,000 $,457,000 $0 $4,589,000 $ $,589,000 Operational Costs FY2026 Budget $0 Total Budget (all years) Project Total $11.6K $11.6K Detailed Breakdown Category Historical Budgeted FY2029 Requested Future Budgeted Total Operation & Maintenance Personnel Services Total $o S0 9 $8,432 $3,163 $1,595 $0 $0 9 $8,432 $3,163 $1,595 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 283 WW2709 - Crystal Lakes West Lift Station Rehabilitation WW2709 - Crystal Lakes West Lift Station Rehabilitation Overview Project Location Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2709 Request Groups Wastewater Estimated Start 10/1/2026 Date Amy Coykendall, CIP Coordinator 9 C Description This project will rehabilitate the wet well by removing and replacing the corrosion -resistant coating, flow meter, piping, valves, pumps, electrical control panel, service rack, SCADA, and adding a manual transfer switch for the portable generator. Installation of a 2" water service and cedar fence. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The lift station has been in service since 1996 and is at the end of its useful life for the equipment and coatings. This lift station's priority rating is based on poor condition according to the Wastewater Master Plan. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 284 WW2709 - Crystal Lakes West Lift Station Rehabilitation Capital Cost $1.92 M FY2026 Budget $0 Total Budget (all years) $1.91M Project Total (to date) $3.83M Detailed Breakdown Category FY2028 FY2029 Historical Budgeted Requested Requested Future Budgeted Total Construction Design/Surveying Contingency Total $900,000 $0 $1,200,000 $900,000 $200,000 $78,000 $120,000 $70,000 $360,000 $,920,000 $70,000 $,638,000 $0 $2,100,000 $0 $1,178,000 $0 $550,000 A $,828,000 Funding Sources $1.92 M FY2026 Budget Total Budget (all years) Project Total (to date) $0 $1.91M $3.83M Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $1,920,000 $,920,000 $270,000 $1,638,000 $70,000 $,638,000 $0 $3,828,000 A 0,828,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 285 WW2710 - Critical Lift Station Electrical Hardening Improvements WW2710 - Critical Lift Station Electrical Hardening Improvements Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 355 - Wastewater Treatment Type Capital Improvement Project Number WW2710 Request Groups Water Estimated Start 11/1/2025 Date Estimated 11/1/2027 Completion Date a.... •. er'4a Description The purpose of this project is to strategically install backup generators, automatic transfer switches or manual switches across the collection system. These generators and associated equipment will help the utilities maintain sanitary sewer levels across the city during events like Hurricane Beryl, Winter Storm Uri or anytime there is a power loss. Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: New Construction Estimated Project Life Span: 15 Project Justification The majority of the 72 sanitary lift stations are without any kind of back-up power. During Hurricane Beryl, Utilities and EPW staff had to deploy portable generators across the collection system to protect the residents and the environment from sanitary sewer overflows. With critical equipment installed, Pearland Water staff will be better prepared to mitigate sewer overflows during emergency events. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 286 WW2710 - Critical Lift Station Electrical Hardening Improvements Capital Cost FY2026 Budget so Total Budget (all years) $5.6 M Project Total $5.6M Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total Construction Design/Surveying Total $0 $0 $5,300,000 $0 $300,000 $0 $ $00,000 $,300,000 $0 $5,300,000 $0 $300,000 0 8,600,000 Funding Sources FY2026 Budget Total Budget (all years) so $5.6 M Project Total $5.6M Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $300,000 $5,300,000 0 $00,000 $,300,000 $0 $5,600,000 $ $,600,000 Operational Costs FY2026 Budget Total Budget (all years) so $50 K Project Total $50 K Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Requested Requested Future Budgeted Total Operation & Maintenance Total $0 $25,000 $25,000 0 $5,000 $5,000 $0 $50,000 $ $0,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 287 WW2801 - Rustic Oak Elementary School Lift Station Rehabilitation WW2801 - Rustic Oak Elementary School Lift Station Rehabilitation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2801 Request Groups Wastewater Estimated Start 10/1/2025 Date 9 . 2{ILC UT Description Replace lift station, including installation of a new wet well with corrosion -resistant coating, remove and replace two submersible pumps, including guardrails, new wet well top, replace valves, flow meter, SCADA, operational lighting, discharge piping, control panel, electrical rack and install manual transfer switch for portable generator connection. Additional items include the installation of a concrete work slab surrounding the wet well and installing a new 8 -foot cedar fence and a 2" water service. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The lift station has been in service since 1993 and is at the end of its useful life for the equipment and coatings. This lift station's priority rating is based on being in fair condition with a high impact due to location and/or high probability of sanitary sewer overflow, according to the Wastewater Master Plan. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 288 WW2801 - Rustic Oak Elementary School Lift Station Rehabilitation Capital Cost FY2026 Budget $0 Total Budget (all years) $895K Project Total $895K Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $550,000 $0 $30,000 $165,000 $0 $150,000 $0 8 $80,000 $15,000 $0 $550,000 $0 $195,000 $0 $150,000 8 895,000 Funding Sources FY2026 Budget $0 Total Budget (all years) Project Total $895K $895K Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $180,000 $715,000 8 $80,000 $15,000 $0 $895,000 8 895,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 289 WW2802 - Westlea Lift Station Rehabilitation WW2802 - Westlea Lift Station Rehabilitation Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2802 Request Groups Wastewater Estimated Start 10/1/2025 Date Amy Coykendall, CIP Coordinator Project Location 9 Description This project will rehabilitate the aging lift station, which will involve the re -coating of the wet well with corrosion -resistant lining, replacing the piping and up -sizing the pumps, flow meter, upgrading the electrical control panel for SCADA, service rack and a manual transfer switch. Installation of a 2" water service and cedar fence. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The lift station has been in service since 2004 and is nearing the end of its useful life for the equipment and coatings and will also require elevation upgrades to meet city standards and meet the WWMP requirement for capacity requirements. This lift station's priority rating is based on being in poor condition with a moderate impact due to location or high probability of sanitary sewer overflow, according to the Waste Water Master Plan, and will need to be remedied rapidly. Explain & Identify Type of Other Sources FY 26-30 Proposed Capital Improvement Plan I Pearland Page 290 WW2802 - Westlea Lift Station Rehabilitation Capital Cost FY2026 Budget $o Total Budget (all years) $1.27 M Project Total $1.27 M Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $0 $800,000 $0 $322,000 $0 $0 $50,000 $100,000 $ $72,000 $00,000 $0 $800,000 $0 $322,000 $0 $150,000 $ $,272,000 Funding Sources FY2026 Budget $o Total Budget (all years) $1.27 M Project Total $1.27 M Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $372,000 $900,000 $ $72,000 $00,000 $0 $1,272,000 0 $,272,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 291 WW2901 - Southdown Regional Lift Station & Force Main WW2901 - Southdown Regional Lift Station & Force Main Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2901 Request Groups Water Estimated Start 10/1/2028 Date 0 Description Construct regional lift stations and force main to serve the Southdown service area. The construction of the force main, wet well, flow meter, and pumps will be sized to pump to the Reflection Bay Water Reclamation Facility (WRF). Construction includes approximately 12,300' of 16" force main from the Southdown Regional Lift Station to Reflection Bay WRF. The route will take a line beneath SH 288 and remain within McHard and Shadow Creek Parkway ROW to tie into gravity trunk on Reflection Bay. This project will also include decommissioning of the Southdown Water reclamation Facility. City specifications require that regional lift stations will require a permanent natural gas generator, automatic transfer switch and odor control. Installation of a 2" water service and cedar fence. As per the WW Master Plan: This project includes the construction of an expansion/replacement diversion lift station with a firm capacity of 6.8 MGD. This project also includes approximately 12,500 feet of 18 -inch force main and a 27 -inch gravity line between the existing Southdown WRF and the proposed diversion lift station. The existing Southdown WRF is proposed to be decommissioned, and all flow will be sent to the diversion lift station. This project is sized to serve the model's predicted build out (2042) peak wet weather flow. The 24 -inch gravity line is sized to convey a peak wet weather flow of 4.7 MGD. Images FY 26-30 Proposed Capital Improvement Plan I Pearland Page 292 WW2901 - Southdown Regional Lift Station & Force Main Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification This project will collect regional wastewater flows from an expanded service area and divert them to the regional treatment facility at Reflection Bay WRF, eliminating the Southdown plant and the need for a future 2 MGD expansion of the Southdown Plant. The current Reflection Bay WRF Expansion includes the capacity to allow for the abandonment of the Southdown Plant. This is also to meet TCEQ's goal of regionalization of wastewater treatment facilities. Explain & Identify Type of Other Sources Waste water project 4 in 2017 impact fee update. Capital Cost $100K FY2026 Budget so Total Budget (all years) $18.8M Project Total (to date) $18.9M Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Future Budgeted Requested Requested Total Design/Surveying Contingency Land/Right of Way Prelim. Engineering Report Total $0 $1,200,000 $12,000,000 $0 $300,000 $3,600,000 $0 $900,000 $800,000 $100,000 $0 $0 $00,000 2,400,000 $6,400,000 $0 $13,200,000 $0 $3,900,000 $0 51,700,000 $0 $100,000 $ $8,900,000 Funding Sources $100K FY2026 Budget Total Budget (all years) Project Total (to date) $0 $18.8M $18.9M Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Requested Requested Future Budgeted Total W/S Certificates of Obligation Impact Fees -Debt Total $100,000 $1,485,500 $0 $914,500 $00,000 2,400,000 $16,400,000 $0 $6,400,000 $0 $17,985,500 $0 $914,500 $ $8,900,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 293 WW2902 - Country Place Waste Water Line Replacement WW2902 - Country Place Waste Water Line Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number WW2902 Request Groups Water Estimated Start 10/1/2025 Date 0 Description The City has approximately 82 miles of transite pipe water lines to be replaced over a period of years. This project will strategically replace approximately 7.5 miles of transite water line infrastructure in the Country Place subdivision. In addition to the replacement of transite pipe, all existing 2, 3 and 4 -inch water lines will be up -sized with 6 or 8" polyvinyl chloride (PVC) or high -density polyethylene (HDPE) pipe materials and service lines will also be replaced. This will also include the installation of sampling and pressure sensors. Replacing small diameter pipes with current materials meeting City standard line sizes in coordination with the City's water model is expected to provide higher flow capacities for these neighborhoods, resolve dead-end water line issues resulting in improved water quality, improve fire protection, and reduce water loss due to broken lines. Pressure sensor and water sampling station(s) will be included. Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification Transite pipe water line has a failure rate significantly higher than that of comparable and like -sized PVC. This project will replace the transite pipe infrastructure with PVC which was not prevalent in the industry at the time the transite pipelines were installed. The transite pipelines are responsible for a higher percentage of work orders per foot than comparable PVC lines and require greater resources to maintain relative to PVC. The project will also provide the opportunity to resolve dead- end water line issues in the affected areas, which will improve water quality. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 294 WW2902 - Country Place Waste Water Line Replacement Capital Cost FY2026 Budget so Total Budget (all years) $1.15M Project Total $1.15M Detailed Breakdown Category Historical Budgeted FY2029 Requested Future Budgeted Total Design/Surveying Prelim. Engineering Report Land/Right of Way Contingency Total $0 $650,000 $0 $350,000 $0 $100,000 SO $50,000 0 $,150,000 $0 $650,000 $0 $350,000 So $100,000 So $50,000 0 $,150,000 Funding Sources FY2026 Budget Total Budget (all years) so $1.15M Project Total $1.15M Detailed Breakdown Category Historical Budgeted FY2029 Requested Future Budgeted Total W/S Certificates of Obligation Total SO $1,150,000 0 $,150,000 $0 $1,150,000 0 $,150,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 295 WW2903 - Tower Bridge Lift Station Rehabilitation WW2903 - Tower Bridge Lift Station Rehabilitation Overview Request Owner Department Project Location Amy Coykendall, CIP Coordinator Dawn 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW2903 Request Groups Wastewater Estimated Start 10/1/2025 Date Description The project is part of the program to rehabilitate or replace system -wide lift stations. The project will explore the possibility of decommissioning the lift station and gravity flowing to Barry Rose Rd. If possible, this option could require the acquisition of a Utility Easement. If gravity is not possible, the project would still proceed with the rehabilitation of the wet well with corrosion -resistant coating, replacement of existing submersible pumps, SCADA, flow meter, and ductile iron discharge piping, check valves and plug valves, provide a new electrical service and control panel, and replace perimeter fencing with 8' cedar wood picket fence and odor control. The 2020 Wastewater Master Plan calls for the rehabilitation of this lift station. Installation of a 2" water service. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The lift station has been in service since 1992 and is at the end of its useful life for the equipment and coatings and will also require elevation upgrades to meet city standards. With the lift station being next to the homeowner, it is vital to maintain FY 26-30 Proposed Capital Improvement Plan I Pearland Page 296 WW2903 - Tower Bridge Lift Station Rehabilitation this asset. This lift station is located next to a residential home. The project will also evaluate the potential to relocate the lift station away from residential property. This lift station's priority rating is based on being in poor condition according to the Waste Water Master Plan. Capital Cost FY2026 Budget $o Total Budget (all years) $390K Future $550K Project Total $940K Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Requested Requested Future Budgeted Total Construction Design/Surveying Land/Right of Way Total $0 $0 $0 $550,000 $550,000 $0 $0 $290,000 $0 $290,000 $0 $100,000 $0 $0 $100,000 $ $00,000 $90,000 $50,000 940,000 Funding Sources FY2026 Budget $o Total Budget (all years) Future $390K $550K Project Total $940K Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $100,000 $290,000 9 $00,000 $90,000 $550,000 $940,000 $50,000 940,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 297 WW3001- Villages of Edgewater Lift Station Rehabilitation WW3001- Villages of Edgewater Lift Station Rehabilitation Overview Request Owner Mark Baker, Asset Reliability Manager Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WW3001 Request Groups Wastewater Estimated Start 10/1/2025 Date Project Location 3400 Irish Shores Lane 9 :.zed Description This project is a key component of the broader infrastructure program aimed at rehabilitating or replacing lift stations across the system. The scope of work includes the removal and replacement of critical components such as the wet well coating, submersible pumps, guiderails, ductile iron discharge piping, SCADA system, flow meter, check valves, and plug valves. Repairs will also be made to the discharge valve pit. Additionally, the existing electrical panel and service rack will be replaced to ensure improved reliability and safety. The project includes the installation of new gates and an automatic transfer switch for a stationary generator, enhancing the station's emergency readiness. A new 2" water service line will be installed, along with a cedar fence to provide site security and aesthetic improvement. Images Details Strategic Priority: Sustainable Infrastructure Type of Project: Improvement Project Justification Impact on operating budget: No FY 26-30 Proposed Capital Improvement Plan I Pearland Page 298 WW3001- Villages of Edgewater Lift Station Rehabilitation The lift station, which has been in continuous operation since 1998, has reached the end of its serviceable life. The station's mechanical equipment and protective coatings are exhibiting advanced wear and degradation, increasing the risk of system failures. Routine maintenance is no longer sufficient to ensure reliable performance, and many components are now obsolete, making repairs increasingly difficult and costly. A condition assessment conducted as part of the Wastewater Master Plan has classified this station in "poor" condition and assigned it a high priority rating for rehabilitation. In addition to the physical deterioration, the station no longer meets current design and safety standards, which may compromise operational efficiency and worker safety. Rehabilitating the lift station will address these critical issues by replacing outdated infrastructure with modern, energy - efficient components. This will improve system reliability, reduce maintenance costs, and extend the station's operational life for decades to come. Furthermore, the upgrades will enhance the City's ability to manage wastewater effectively, protect the environment, and meet future regulatory requirements. Capital Cost FY2026 Budget $o Total Budget (all years) Future $100 K $1.44M Project Total $1.54M Detailed Breakdown Category Historical Budgeted FY2030 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 So $0 9 $0 $0 $100,000 $00,000 $1,200,000 $1,200,000 $240,000 $240,000 $0 $100,000 $,440,000 $,540,000 Funding Sources FY2026 Budget so Total Budget (all years) $l 00 K Future $1.44 M Project Total $1.54M Detailed Breakdown Category Historical Budgeted FY2030 Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $100,000 $ $00,000 $1,440,000 $1,540,000 $,440,000 $,540,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 299 Water Water FY26 - FY3O Water Projects (including Historical Budgeted, Future Budgeted) $40M $30M $20M $1OM 0 $18M $25 M • $20M $12M 1 $15M Historical 2026 2027 Budgeted $35M $2M 2028 2029 2030 Future Budgeted • WA2103 - FM 518 Utility $6,745,000 5.31% Relocations - SH288 to Old Chocolate Bayou • WA2202- McLean Water $2,135,000 1.68% Production Facility Rehabilitation • WA2203 - Green Tee Transite Pipe $6,635,000 5.23% Water Line Replacement • WA2301 - Liberty Water $3,478,000 2.74% Production Facility Rehabilitation • WA2304 - Sherwood Waterline $2,050,000 1.62% Replacement • WA2305 - Country Place Water $842, 000 0.66% Well Generator Replacement • WA2306 - Garden Water Well $657,000 0.52% Generator • WA2401 - Water Plant Chemical $2,119,000 1.67% Containment Structures • WA2402 - Wood Creek Transite $5,415,000 4.27% Pipe Water Line Replacement • WA2403 - Cullen Ground Storage $4,930,000 3.88% Tank Replacement • WA2404 - CR100 Water Line - $375, 000 0.30% Harkey to Pearland Sites • WA2405 - Creekview and $6,350,000 5.00% Shadycrest Transite Pipe Water Line Replacement • WA2501 - Water Master Plan $650,000 0.51% Update • WA2502 - Kirby Elevated and $1,685,000 1.33% Ground Storage Tank Rehabilitation • WA2503 - Sleepy Hollow Small $3,484,000 2.74% Waterline Replacement FY 26-30 Proposed Capital Improvement Plan I Pearland Page 300 Water • WA2505 - Mykawa Road Transite $3,910,000 3.08% Pipe and Water Line Replacement • WA2506 - Pump, VFD and Motor $300,000 0.24% Condition Assessment • WA2509 - Southwest Quadrant of $2,500,000 1.97% Old Town Transite Water Line Replacement (McLean to SH35 South of Broadway) • WA2601 - Alice Elevated & Ground $1,451,000 1.14% Storage Tank Rehabilitation • WA2607 - Surface Water $3,953,750 3.11% Treatment Plant - Plant Redundancy Improvement • WA2609 - Alice WTP New 5 MG $7,100,000 5.59% GST • WA2701 - Towne Lakes Water $1,098,000 0.87% Quality Program • WA2702 - Magnolia Water $850,000 0.67% Production Facility Rehabilitation • WA2704 - Country Place Well $550,000 0.43% Facility Rehabilitation • WA2705 - Garden Well New1MG $4,200,000 3.31% GST • WA2801- Alexander Landing, $10,039,500 7.91% Banbury Cross & Whispering Winds Transite Pipe Water Line Replacement • WA2804 - Dixie Hollow $2,180,000 1.72% Subdivision Transite Pipe Water Line Replacement • WA2901 - Park View Transite Pipe $7,000,000 5.51% Water Line Replacement • WA2902 - Southdown Transite $16,980,000 13.38% Pipe Water Line Replacement • WA2903 - Country Place Transite $10,925,000 8.61% Pipe Water Line Replacement • WA2904 - Liberty Dr &John Lizer $3,108,000 2.45% Transite Pipe Water Line Replacement • WA3001 - Lakes of Edgewater $1,180,000 0.93% Estates Water Quality Program • WA3002 - West Oaks and West $2,059,000 1.62% Oaks Village Water Quality Program Summary of Requests Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted WA21 WA2103 - FM 03 518 Utility $724,000 $6,021,000 $0 so $0 $0 $0 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 301 Water Project No. / Category Relocations - SH288 to Old Chocolate Bayou WA22 WA2202 - 02 McLean Water Production Facility Rehabilitation WA22 WA2203 - 03 Green Tee Transite Pipe Water Line Replacement WA23 WA2301 - 01 Liberty Water Production Facility Rehabilitation WA23 WA2304 - 04 Sherwood Waterline Replacement WA23 WA2305 - 05 Country Place Water Well Generator Replacement WA23 WA2306 - 06 Garden Water Well Generator WA24 WA2401 - 01 Water Plant Chemical Containment Structures WA24 WA2402 - 02 Wood Creek Transite Pipe Water Line Replacement WA24 WA2403 - 03 Cullen Ground Storage Tank Replacement WA24 WA2404 - CR 04 100 Water Line - Harkey to Pearland Sites WA24 WA2405 - 05 Creekview and Shadycrest Transite Pipe Water Line Replacement WA25 WA2501 - 01 Water Master Plan Update Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted $1,885,000 $6,634,999 $250,000 $0 $0 $0 $0 $0 Si $0 $0 $0 $0 $0 $278,000 $3,200,000 $2,049,999 $0 $0 $0 $0 S0 Si $0 $0 $0 $0 $0 $841,999 $1 $0 $0 $0 $0 $0 $656,999 $1 $0 $0 $0 $0 S0 $309,000 $1,810,000 $500,000 $1,170,000 $0 $0 $0 $0 $0 $0 $4,915,000 $0 $0 $0 $0 $0 $3,760,000 $0 $0 $0 $0 $374,999 $1 $0 $0 $0 $0 $0 $550,000 $5,800,000 $0 $0 $0 $0 $0 $649,999 $1 $0 $0 $0 $0 $0 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 302 Water Project No. / Historical Future FY2026 FY2027 FY2028 FY2029 FY2030 Category Budgeted Budgeted WA25 WA2502- Kirby $335,000 $0 $0 $1,350,000 $0 $0 $0 02 Elevated and Ground Storage Tank Rehabilitation WA25 WA2503- $400,000 $0 $0 $3,084,000 $0 $0 $0 03 Sleepy Hollow Small Waterline Replacement WA25 WA2505- $530,000 $3,380,000 $0 $0 $0 $0 $0 05 Mykawa Road Transite Pipe and Water Line Replacement WA25 WA2506 - $299,999 $1 $0 S0 $0 $0 $0 06 Pump, VFD and Motor Condition Assessment WA25 WA2509- $0 $2,500,000 $0 $0 $0 $0 $0 09 Southwest Quadrant of Old Town Transite Water Line Replacement (McLean to SH35 South of Broadway) WA26 WA2601-Alice $0 $236,000 $1,215,000 $0 $0 $0 $0 01 Elevated & Ground Storage Tank Rehabilitation WA26 WA2607- $0 $725,000 $3,228,750 $0 $0 $0 $0 07 Surface Water Treatment Plant - Plant Redundancy Improvement WA26 WA2609 - Alice S0 $1,000,000 $6,100,000 $0 $0 S0 $0 09 WTP New 5 MG GST WA27 WA2701- So So $0 $0 $308,000 $790,000 $0 01 Towne Lakes Water Quality Program WA27 WA2702- SO $0 $0 $350,000 $500,000 $0 $0 02 Magnolia Water Production Facility Rehabilitation WA27 WA2704- $0 $0 $150,000 $400,000 $0 $0 $0 04 Country Place Well Facility Rehabilitation FY 26-30 Proposed Capital Improvement Plan I Pearland Page 303 Water Project No. / Category Historical Budgeted FY2026 FY2027 FY2028 FY2029 FY2030 Future Budgeted WA27 WA2705- $0 $0 $700,000 $3,500,000 $0 $0 SO 05 Garden Well New 1MG GST WA28 WA2801- $0 $0 SO SO $1,039,500 $9,000,000 SO 01 Alexander Landing, Banbury Cross & Whispering Winds Transite Pipe Water Line Replacement WA28 WA2804- $80,000 So So $2,100,000 $0 $0 So 04 Dixie Hollow Subdivision Transite Pipe Water Line Replacement WA29 WA2901- Park So So So So $700,000 $6,300,000 $0 01 View Transite Pipe Water Line Replacement WA29 WA2902- So So So $0 $1,980,000 $15,000,000 $0 02 Southdown Transite Pipe Water Line Replacement WA29 WA2903- $o $0 $0 $1,150,000 $9,775,000 $0 $0 03 Country Place Transite Pipe Water Line Replacement WA29 WA2904- $0 $o $0 $0 $300,000 $2,808,000 $0 04 Liberty Dr & John Lizer Transite Pipe Water Line Replacement WA30 WA3001- $0 $0 $0 $0 $0 $350,000 $830,000 01 Lakes of Edgewater Estates Water Quality Program WA30 WA3002- SO $0 $0 $0 $0 $399,000 $1,660,000 02 West Oaks and West Oaks Village Water Quality Program Total Summary of $8,269,993 $4,922,007 $0,068,750 $1,934,000 $4,602,500 $4,647,000 $,490,000 Requests Project No. / Category (continued from above) Total WA2103 WA2103 - FM 518 Utility Relocations - SH288 to Old Chocolate Bayou $6,745,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 304 Water Project No. / Category (continued from above) Total WA2202 WA2203 WA2301 WA2304 WA2305 WA2306 WA2401 WA2402 WA2403 WA2404 WA2405 WA2501 WA2502 WA2202 - McLean Water Production Facility Rehabilitation WA2203 - Green Tee Transite Pipe Water Line Replacement WA2301 - Liberty Water Production Facility Rehabilitation WA2304 - Sherwood Waterline Replacement WA2305 - Country Place Water Well Generator Replacement WA2306 - Garden Water Well Generator WA2401 - Water Plant Chemical Containment Structures WA2402 - Wood Creek Transite Pipe Water Line Replacement WA2403 - Cullen Ground Storage Tank Replacement WA2404 - CR 100 Water Line - Harkey to Pearland Sites WA2405 - Creekview and Shadycrest Transite Pipe Water Line Replacement $2,135,000 $6,635,000 $3,478,000 $2,050,000 $842,000 $657,000 $2,119,000 $5,415,000 $4,930,000 $375,000 $6,350,000 WA2501- Water Master Plan Update $650,000 WA2502 - Kirby Elevated and Ground Storage Tank $1, 685, 000 Rehabilitation WA2503 WA2503 - Sleepy Hollow Small Waterline Replacement WA2505 WA2505 - Mykawa Road Transite Pipe and Water Line Replacement WA2506 WA2506 - Pump, VFD and Motor Condition Assessment WA2509 WA2509 - Southwest Quadrant of Old Town Transite Water Line Replacement (McLean to SH35 South of Broadway) WA2601 WA2601 -Alice Elevated &Ground Storage Tank Rehabilitation WA2607 WA2607 - Surface Water Treatment Plant - Plant Redundancy Improvement WA2609 WA2701 WA2702 WA2704 WA2705 WA2801 WA2609-Alice WTP New5 MG GST WA2701 - Towne Lakes Water Quality Program WA2702 - Magnolia Water Production Facility Rehabilitation WA2704 - Country Place Well Facility Rehabilitation WA2705 - Garden Well New 1 MG GST WA2801 -Alexander Landing, Banbury Cross & Whispering Winds Transite Pipe Water Line Replacement $3,484,000 $3,910,000 $300,000 $2,500,000 51,451,000 $3,953,750 $7,100,000 $1,098,000 $850,000 $550,000 $4,200,000 $10,039,500 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 305 Water Project No. / Category (continued from above) Total WA2804 WA2804 - Dixie Hollow Subdivision Transite Pipe Water Line Replacement WA2901 WA2901- Park View Transite Pipe Water Line Replacement WA2902 WA2902 - Southdown Transite Pipe Water Line Replacement WA2903 WA2903 - Country Place Transite Pipe Water Line Replacement WA2904 WA2904 - Liberty Dr & John Lizer Transite Pipe Water Line Replacement WA3001 WA3001- Lakes of Edgewater Estates Water Quality Program WA3002 WA3002 - West Oaks and West Oaks Village Water Quality Program $2,180,000 $7,000,000 $16,980,000 $10,925,000 $3,108,000 $1,180,000 $2,059,000 Total Summary of Requests $26,934,250 0004 FY 26-30 Proposed Capital Improvement Plan I Pearland ASP - Page 306 WA2103 - FM 518 Utility Relocations - SH288 to Old Chocolate Bayou WA2103 - FM 518 Utility Relocations - SH288 to Old Chocolate Bayou Overview Project Location Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2103 Request Groups Water Estimated Start 10/1/2025 Date Amy Coykendall, CIP Coordinator :22{1.'0 I.T. Description This project will relocate approximately 12,100 LF (2.3 miles) of 16" water main from SH 288 to Old Chocolate Bayou. This waterline is on the TxDOT right of way (ROW) of FM 518 and will need to be relocated for the roadway widening. Images mage Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification TxDOT is scheduling to widen FM518 from SH288 to SH35. The first phase is to start at SH 288 and end at Old Chocolate Bayou. The existing 12,100 LF 16" water main is located in the existing ROW. Per TxDOT, utilities will need to be relocated as part of the widening project. TxDOT has construction funding in 2025. Explain & Identify Type of Other Sources FY 26-30 Proposed Capital Improvement Plan I Pearland Page 307 WA2103 - FM 518 Utility Relocations - SH288 to Old Chocolate Bayou $100,000 w/s cash funded in FY21. $50,000 in FY23. Additional w/s cash funded amount from fund balance. 2023C C/O $399,000.00 Capital Cost FY2026 Budget $6.75M Total Budget (all years) $6.75M Project Total $6.75M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Total $0 $o e $5,745,000 $1,000,000 6,745,000 $0 $5,745,000 $0 $1,000,000 6 6,745,000 Funding Sources $724K FY2026 Budget $6.02M Total Budget (all years) Project Total (to date) $6.02M $6.75M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Other Funding Sources W/S Certificates of Obligation W/S Revenues - Cash Total $0 $5,745,000 $399,000 $276,000 $325,000 $24,000 $0 6,021,000 $0 $5,745,000 $0 $675,000 $0 e $325,000 6,745,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 308 WA2202 - McLean Water Production Facility Rehabilitation WA2202 - McLean Water Production Facility Rehabilitation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2202 Request Groups Water Estimated Start 10/1/2029 Date 9 Description Based on the preliminary engineering report findings, priority improvements will be made at the McLean Water Plant - remove and replacing two (2) existing booster pumps, motors and adding variable frequency drives (VFDs). Replace all plant piping and valves between ground storage tank and plant discharge. Replace natural gas generator and enclosure. Replace underground piping within the plant, repair and extend fencing around the facility, and update the facility's storage room. A new drainage system for the residual water from the inline analyzers and a flowmeter. Prepare as -built drawings of plant site and perform testing. Images mage4 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification The Public Works Department has experienced several failures of water lines at the water production facilities over the past several years. Most of the water line infrastructure at the production facilities is original to the facilities and has not been FY 26-30 Proposed Capital Improvement Plan I Pearland Page 309 WA2202 - McLean Water Production Facility Rehabilitation replaced. This program will reduce service interruptions. The 2018 assessment report identified each plant site and ranked McLean as a priority to address along with the water model to correctly size the pumps for distribution. Explain & Identify Type of Other Sources $170K cash funded FY22 Adopted. 2023C $1,715,000 Capital Cost $285K FY2026 Budget $1.85M Total Budget (all years) Project Total (to date) $1.85M $2.14M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $1,800,000 $185,000 $0 $100,000 $50,000 $85,000 $,850,000 $0 $1,800,000 $0 $185,000 $0 $150,000 $ $,135,000 Funding Sources $1.89M FY2026 Budget Total Budget (all years) $250K $250K Project Total (to date) $2.14M Detailed Breakdown Category Historical Budgeted FY2026 FY2028 Requested Requested Future Budgeted Total W/S Certificates of Obligation W/S Revenues - Cash Impact Fees - Debt Total $1,715,000 $250,000 $0 $170,000 $0 $0 $0 $0 $0 $,885,000 $50,000 6 $0 $1,965,000 $0 $170,000 $0 S0 8 2,135,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 310 WA2203 - Green Tee Transite Pipe Water Line Replacement WA2203 - Green Tee Transite Pipe Water Line Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2203 Request Groups Water Estimated Start 10/1/2025 Date 9 Description The City has approximately 82 miles of transite pipe water lines to be replaced over a period of years. This project will strategically replace approximately 7.33 miles of transite water line infrastructure in the Green Tee subdivision. In addition to the replacement of transite pipe, all existing 2, 3 and 4 -inch water lines will be up -sized with 6 or 8" polyvinyl chloride (PVC) or high -density polyethylene (HDPE) pipe materials and service lines, pressure sensors and sampling stations will also be replaced. Images mage5 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification Transite pipe water line has a failure rate significantly higher than that of comparable and like -sized (PVC). This project will replace the transite pipe infrastructure with PVC which was not prevalent in the industry at the time the Transite pipelines were installed. The Transite pipelines are responsible for a higher percentage of work orders per foot than comparable PVC FY 26-30 Proposed Capital Improvement Plan I Pearland Page 311 WA2203 - Green Tee Transite Pipe Water Line Replacement lines and require greater resources to maintain relative to PVC. The project will also provide the opportunity to resolve dead end water line issues in the affected areas, which will improve water quality. Replacing small -diameter pipes with current materials meeting City standard line sizes in coordination with the City's water model is expected to provide higher flow capacities for these neighborhoods, resolve dead-end water line issues resulting in improved water quality, improve fire protection, and reduction in water loss due to broken lines. Explain & Identify Type of Other Sources 2022C $450,000 2024C $6,185,000 Capital Cost $6.63M FY2026 Budget Total Budget (all years) Project Total (to date) $6.64M Detailed Breakdown Category Historical FY2026 FY2027 FY2028 Future Budgeted Requested Requested Requested Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Equipment and Furniture Prelim. Engineering Report Total $5,600,000 $0 $0 $0 $0 $5,600,000 $600,000 $0 $0 $0 $0 $600,000 $334,999 $1 $0 $0 $0 $335,000 $100,000 $0 $0 $0 $0 $100,000 S0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 S0 6,634,999 $ 0 0 0 6,635,000 Funding Sources $6.63M FY2026 Budget Total Budget (all years) Project Total (to date) $6.64M Detailed Breakdown Category Historical FY2026 FY2027 FY2028 Future Budgeted Requested Requested Requested Budgeted Total W/S Certificates of Obligation Impact Fees - Debt Impact Fees - Cash W/S Revenue Bonds Other Funding Sources W/S Revenues - Cash General Revenue - Cash Total $6,634,999 $1 $0 $0 $0 $6,635,000 SO SO SO So SO SO SO SO SO SO SO $0 So $0 So $0 So So $0 $0 $0 $0 $0 $0 $0 $0 $0 So $0 S0 So SO SO $0 $0 $0 6,634,999 $ 0 0 0 6,635,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 312 WA2301 - Liberty Water Production Facility Rehabilitation WA2301 - Liberty Water Production Facility Rehabilitation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 312 - Drainage Type Capital Improvement Project Number WA2301 Request Groups Water Estimated Start 06/1/2025 Date 3519 Liberty Drive :.zed 4%4., xt+,. -uy Description Based on the preliminary engineering report findings, priority improvements will be made at the Liberty Water Plant - replacing three (3) existing booster pumps, adding variable frequency drives (VFD), motors and rehabilitating building(s), including environmental control. Replace plant discharge piping above and below ground to the property line, flow meters, valves, and instrumentation. Replace the existing driveway, fence, and make landscape and drainage improvements. Prepare as -built drawings of plant site and perform testing. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification Public Works has experienced several failures of water lines at the water production facilities over the past several years. Most of the water line infrastructure at the production facilities is original to the facilities and has not been replaced. This program will reduce service interruptions. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 313 WA2301 - Liberty Water Production Facility Rehabilitation Explain & Identify Type of Other Sources 2023C $120,000 2024C $158,000 Capital Cost $278K FY2026 Budget $3.2M Total Budget (all years) Project Total (to date) $3.2M $3.48M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $3,040,000 $278,000 $0 $0 $160,000 $78,000 $,200,000 $0 $3,040,000 $0 $278,000 $0 $160,000 9 $,478,000 Funding Sources $278K FY2026 Budget $3.2M Total Budget (all years) Project Total (to date) $3.2M $3.48M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $278,000 $3,200,000 $78,000 $,200,000 $0 $3,478,000 0 0,478,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 314 WA2304 - Sherwood Waterline Replacement WA2304 - Sherwood Waterline Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number WA2304 Request Groups Water Estimated Start 10/1/2025 Date Description The City has approximately 82 miles of transite pipe water lines to be replaced over a period of years. Replacement of 7,200 LF of transite waterlines in conjunction with the street reconstruction located south of FM 518, west of Westminister Drive, and north of Windsor Drive. In addition to the replacement of transite pipe, and replacing an existing sampling station, all existing 2, 3 and 4 -inch water lines will be up -sized with 6 or 8" polyvinyl chloride (PVC) or high -density polyethylene (HDPE) pipe materials and service lines will also be replaced. Replacing small diameter pipes with current materials meeting City standard line sizes in coordination with the City's water model is expected to provide higher flow capacities for these neighborhoods, resolve dead-end water line issues resulting in improved water quality, improve fire protection, and reduce water loss due to broken lines. Images Urn aqaurom — WA2304 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification Replacement of the waterline is required due to reconstruction of the street and utilities being located in proximity to the pavement. Additionally, the existing waterline is transite pipe and, due to age, will be replaced with PVC pipe. Transite pipe water lines have a failure rate significantly higher than that of comparable and like -sized PVC. This project will replace the FY 26-30 Proposed Capital Improvement Plan I Pearland Page 315 WA2304 - Sherwood Waterline Replacement transite pipe infrastructure with PVC, which was not prevalent in the industry at the time the Transite pipelines were installed. The Transite pipelines are responsible for a higher percentage of work orders per foot than comparable PVC lines and require greater resources to maintain relative to PVC. Explain & Identify Type of Other Sources 2023C $250,000 2024C $150,000 Capital Cost $2.05 M FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $2.05 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $1,590,000 $259,999 $200,000 $,049,999 $0 $1 $0 $0 $0 $o e $1,590,000 $260,000 $200,000 $,050,000 Funding Sources $2.05 M FY2026 Budget Total Budget (all years) Project Total (to date) $2.05 M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $2,049,999 $1 $,049,999 $ $0 $2,050,000 e $,050,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 316 WA2305 - Country Place Water Well Generator Replacement WA2305 - Country Place Water Well Generator Replacement Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2305 Request Groups Water Estimated Start 10/1/2024 Date Amy Coykendall, CIP Coordinator Project Location 9 L.etfJ�c Gn 4yn{•F M•a. -4a Description This project will replace the existing 19 -year -old natural gas 500 -kilowatt (kw) generator at this facility and an automatic transfer switch. The generator will be sized to provide full power redundancy and connect to SCADA. Images mageWA2305 g e WA2305 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification The Country Place development was annexed into the City in 2012 and the City inherited all existing infrastructure in place, including the water well, booster pumps, ground storage tank (GST), and generator. The existing generator, replaced in 2002, is now 19 years old. This generator failed multiple times during Winter Storm Uri in February 2021, and has been evaluated, revealing the need for extensive repairs that were deemed not cost-effective. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 317 WA2305 - Country Place Water Well Generator Replacement Explain & Identify Type of Other Sources 2023C $62,000 2024C $208,500 Transfer to WA2306 - $124,234 Capital Cost $842K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $842K Detailed Breakdown Category Historical Budgeted FY2026 FY2028 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $720,000 $0 $0 $71,999 $1 $0 $50,000 $0 $0 $41,999 $ 0 S0 $720,000 $0 $72,000 $0 $50,000 9 $42,000 Funding Sources $842K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $842K Detailed Breakdown Category Historical Budgeted FY2026 FY2028 Requested Requested Future Budgeted Total Other Funding Sources W/S Certificates of Obligation Impact Fees - Debt Total $571,499 $270,500 $0 $41,999 $1 $0 $0 $0 $0 $0 $ 6 $0 $571,500 $0 $270,500 so 9 $0 $42,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 318 WA2305 - Country Place Water Well Generator Replacement Operational Costs $7.04K FY2026 Budget $7.26K Total Budget (all years) $30.4K Project Total (to date) $37.4K Detailed Breakdown Category Historical FY2026 FY2027 FY2028 FY2029 Future Budgeted Requested Requested Requested Requested Budgeted Total Personnel $6,860 $7,066 $7,278 $7,496 $7,721 $0 $36,421 Operations & Maintenance $183 $192 $202 $212 $223 $0 $1,012 Total $,043 $,258 $,480 $,708 $,944 0 $7,433 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 319 WA2306 - Garden Water Well Generator WA2306 - Garden Water Well Generator Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2306 Request Groups Water Estimated Start 10/1/2025 Date Project Location Lucia Cn W.•G Description Replace an existing diesel gas generator with an engineered -sized Cummins natural (if available) or diesel gas generator. Images mageWA2306 Details Strategic Priority: Safe Community Impact on operating budget: Yes Type of Project: Improvement Project Justification The existing year model 1999 Kohler 265 kilowatt (KW) generator, originally undersized, has consistently demonstrated limitations by supplying power exclusively to select components of the site since its' acquisition by the City of Pearland. Furthermore, the generator has failed multiple full -load bank tests, confirming its unreliability and inability to supply fully redundant power when needed. Explain & Identify Type of Other Sources 2023C $72,000 2024C $273,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 320 WA2306 - Garden Water Well Generator Capital Cost $657 K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $ 657 K Detailed Breakdown Category Historical Budgeted FY2026 FY2028 Requested Requested Future Budgeted Total Construction Design/Surveying Contingency Equipment and Furniture Total $540,000 $62,999 $54,000 $0 $56,999 $0 $0 $1 $0 $0 $0 $0 $0 $ e $0 $540,000 $0 $63,000 $0 $54,000 $0 $0 9 $57,000 Funding Sources $657 K FY2026 Budget Total Budget (all years) Project Total (to date) $ 657 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Other Funding Sources Total $344,999 $1 $312,000 $0 $56,999 $ $0 $345,000 $0 $312,000 9 $57,000 Operational Costs $183 FY2026 Budget $192 Total Budget (all years) Project Total (to date) $829 $1.01K Detailed Breakdown Category Historical FY2026 FY2027 FY2028 FY2029 Future Budgeted Requested Requested Requested Requested Budgeted Total Operations & Maintenance $183 $192 $202 $212 $223 $0 $1,012 Total $83 $92 $02 $12 $23 0 $,012 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 321 WA2401 - Water Plant Chemical Containment Structures WA2401 - Water Plant Chemical Containment Structures Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2401 Request Groups Water aai.. F M•a. -4a Description To rehabilitate the current drinking water chemical containment and enclosures to meet Texas Commission on Environmental Quality (TCEQ) standards at eleven (12) drinking water facilities within city limits. All chemical storage, containment, and feed structures must meet the requirements of TCEQ and Texas Department of Insurance (TDI) windstorm specification. Details Strategic Priority: Safe Community Impact on operating budget: No Type of Project: Improvement Project Justification On 3/23/23, the City of Pearland completed its tri-annual inspection with the governing state agency, TCEQ. After the investigation, TCEQ provided an exit interview that detailed all aspects of our water system that were out of compliance with state regulations. The city's drinking water chemical containment structures were deemed out of compliance according to Texas Administrative Code Chapter 290 Public Drinking Water. The rule reads: Hyperchlorination solution containers and pumps must be housed in a secure enclosure to protect them from adverse weather conditions and vandalism. The solution container top must be completely covered to prevent the entry of dust, insects, and other contaminants. Explain & Identify Type of Other Sources 2024C 94,000 ink FY 26-30 Proposed Capital Improvement Plan I Pearland Page 322 WA2401 - Water Plant Chemical Containment Structures Capital Cost $309K FY2026 Budget $1.81M Total Budget (all years) $1.81M Project Total (to date) $2.12M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $1,510,000 $62,000 $300,000 $247,000 $0 $09,000 $,810,000 $0 $1,510,000 $0 $362,000 $0 $247,000 2,119,000 Funding Sources $309K FY2026 Budget $1.81M Total Budget (all years) Project Total (to date) $1.81M $2.12M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $309,000 $1,810,000 $09,000 $,810,000 $0 $2,119,000 0 2,119,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 323 WA2402 - Wood Creek Transite Pipe Water Line Replacement WA2402 - Wood Creek Transite Pipe Water Line Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2402 Request Groups Water Estimated Start 10/1/2025 Date Fo.l,lumad Description The City has approximately 82 miles of transite pipe water lines to be replaced over a period of years. This project will strategically replace approximately 4.5 miles of transite water line infrastructure, replace the sampling station, and install pressure sensors in the Wood Creek subdivision. In addition to the replacement of transite pipe and pressure sensors, all existing 2, 3 and 4 -inch water lines will be up -sized with 6 or 8" polyvinyl chloride (PVC) or high -density polyethylene (HDPE) pipe materials and service lines will also be replaced. Images mageWA2402 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification Transite pipe water line has a failure rate significantly higher than that of comparable and like -sized polyvinyl chloride (PVC). This project will replace the transite pipe infrastructure with PVC, which was not prevalent in the industry at the time the Transite pipelines were installed. The Transite pipelines are responsible for a higher percentage of work orders per foot than FY 26-30 Proposed Capital Improvement Plan I Pearland Page 324 WA2402 - Wood Creek Transite Pipe Water Line Replacement comparable PVC lines and require greater resources to maintain relative to PVC. The project will also provide the opportunity to resolve dead end water line issues in the affected areas, which will improve water quality. Explain & Identify Type of Other Sources 2024C $500,000 Capital Cost $415K FY2026 Budget Total Budget (all years) Project Total (to date) $0 $5M $5.42M Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $4,600,000 $100,000 $400,000 $315,000 $0 $15,000 $,000,000 $0 $4,600,000 $0 $500,000 $0 $315,000 8 8,415,000 Funding Sources $500K FY2026 Budget Total Budget (all years) Project Total (to date) $0 $4.92M $5.42M Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total W/S Certificates of Obligation Total $500,000 $4,915,000 $00,000 $,915,000 $0 $5,415,000 $ 8,415,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 325 WA2403 - Cullen Ground Storage Tank Replacement WA2403 - Cullen Ground Storage Tank Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Cullen Pkwy Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2403 Request Groups Water Estimated Start 10/1/2026 Date 9 Description The project is replacing the existing 500,000 -gallon bolted galvanized storage tank with a one -million -gallon pre -stressed concrete tank. Add a water mixer to this structure to circulate water and eliminate thermal stratification. In addition to the tank replacement, this project will also replace and relocate the underground piping needed for the new location of the pre- stressed concrete tank. Booster pumps, chemical containment, and electrical equipment will also be included to make this facility meet TCEQ guidelines. Images imageWA2403 ag eWA2403 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification This ground storage tank (GST) was built in the early 2000s. The annual Texas Commission on Environmental Quality (TCEQ) tank inspection reports show leakage of the tank around the bolts and gaskets and with the panels. The tank is showing signs of failure due to the galvanized coating failing, causing leaks from other areas. Galvanized tanks are inexpensive and FY 26-30 Proposed Capital Improvement Plan I Pearland Page 326 WA2403 - Cullen Ground Storage Tank Replacement only last 15-20 years and must be fully replaced. With the new pre -stressed concrete tank there will be a need for longer runs of underground piping and booster pumps will also need to be upgraded. Chemical containment will also need to be addressed in this project as it will begin construction in FY25. Explain & Identify Type of Other Sources 2024C $550,000 Capital Cost $1.17M FY2026 Budget Total Budget (all years) Project Total (to date) $0 $3.76M $4.93M Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $3,100,000 $270,000 $660,000 $900,000 $0 $,170,000 $,760,000 $0 $3,100,000 $0 $930,000 $0 $900,000 $ $,930,000 Funding Sources $1.17M FY2026 Budget $0 Total Budget (all years) $3.76M Project Total (to date) $4.93M Detailed Breakdown Category Historical Budgeted FY2027 Requested Future Budgeted Total W/S Certificates of Obligation Total $1,170,000 $3,760,000 $,170,000 $,760,000 $0 $4,930,000 $ $,930,000 in FY 26-30 Proposed Capital Improvement Plan I Pearland Page 327 WA2404 - CR100 Water Line - Harkey to Pearland Sites WA2404 - CR 100 Water Line - Harkey to Pearland Sites Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2404 Request Groups Water Estimated Start 10/1/2025 Date 9 Cater -�mc;•xtl LINKLIC Description Install approximately 7,900 feet of water line, including a pressure sensor, along CR100 from Harkey to Pearland Sites Road. The timing of this project is developer -driven and the city cost is for line oversizing only, not 100% of the estimated cost. Images imagewa2404 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification This will supply water for future development along this corridor based on the 2018 Water Model Update, projected growth. Explain & Identify Type of Other Sources 2024C $375,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 328 WA2404 - CR 100 Water Line - Harkey to Pearland Sites Capital Cost $375K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $375K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Total $374,999 $74,999 $0 9 $375,000 $75,000 Funding Sources $375K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $375 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $374,999 $1 $74,999 $ $0 $375,000 $ $75,000 Operational Costs FY2026 Budget $0 Total Budget (all years) Project Total $7.38K $7.38K Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total Personnel Operations & Maintenance Total $o $o A $2,456 $2,530 $1,170 $1,228 8,626 8,758 $0 $4,986 $0 $2,398 0 $,384 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 329 WA2405 - Creekview and Shadycrest Transite Pipe Water Line Replacement WA2405 - Creekview and Shadycrest Transite Pipe Water Line Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2405 Request Groups Water Estimated Start 10/1/2026 Date F • - • Fne+c:-xa &W. LL' LO Gn 4.4W F Description The City has approximately 82 miles of transite pipe water lines to be replaced over a period of years. This project will strategically replace approximately 5 miles of transite water line infrastructure and replace sampling stations in the Creek View and Shady Crest subdivisions. This project would be completed in conjunction with the drainage project. In addition to the replacement of transite pipe and pressure sensors, all existing 2, 3 and 4 -inch water lines will be up -sized with 6 or 8" polyvinyl chloride (PVC) or high -density polyethylene (HDPE) pipe materials and service lines will also be replaced. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification Transite pipe water line has a failure rate significantly higher than that of comparable and like -sized polyvinyl chloride (PVC). This project will replace the transite pipe infrastructure with PVC, which was not prevalent in the industry at the time the Transite pipelines were installed. The Transite pipelines are responsible for a higher percentage of work orders per foot than FY 26-30 Proposed Capital Improvement Plan I Pearland Page 330 WA2405 - Creekview and Shadycrest Transite Pipe Water Line Replacement comparable PVC lines and require greater resources to maintain relative to PVC. The project will also provide the opportunity to resolve dead end water line issues in the affected areas, which will improve water quality. Explain & Identify Type of Other Sources 2024C W/S $550,000 Capital Cost $520K FY2026 Budget $5.83M Total Budget (all years) Project Total (to date) $5.83M $6.35M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Total $0 $5,200,000 $0 $630,000 $420,000 $0 $100,000 $0 820,000 8,830,000 $0 $5,200,000 $0 $630,000 $0 $420,000 $0 $100,000 8 6,350,000 Funding Sources $550K FY2026 Budget $5.8M Total Budget (all years) Project Total (to date) $5.8M $6.35M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $550,000 $5,800,000 850,000 8,800,000 $0 $6,350,000 0 6,350,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 331 WA2501 - Water Master Plan Update WA2501 - Water Master Plan Update Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number WA2501 Request Groups Water Estimated Start 10/1/2025 Date 9 Description This project will be to update the Water Master Plan that was created in 2020. Although there has been some updates to the model for specific projects, no city-wide update has been done. This project will update the city infrastructure, water demands and include new Surface Water Treatment Plant supply. Details Strategic Priority: Resilient Finances Impact on operating budget: No Type of Project: Improvement Project Justification The Water Model Plan was created in 2002 and has been updated periodically due to specific projects that were planned for in the CIP. With the pallned water from the Surface Water Treatment Plant, the system needs to be updated to determin how this will interface with the current system. The update will include system improvements and new development that has occurred and not been included in the current model. Capital Cost $650K FY2026 Budget $1 Total Budget (all years) Project Total (to date) $1 $650K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Design/Surveying Contingency Total $500,000 $149,999 $49,999 So Si So $0 9 $500,000 $150,000 650,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 332 WA2501 - Water Master Plan Update Funding Sources $650 K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $650 K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Revenues - Cash Total $649,999 649,999 $0 6 $650,000 $50,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 333 WA2502 - Kirby Elevated and Ground Storage Tank Rehabilitation WA2502 - Kirby Elevated and Ground Storage Tank Rehabilitation Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2502 Request Groups Water Estimated Start 10/1/2025 Date Project Location P 9 Description A full assessment of all ground storage tank (GST) and elevated storage tank (EST) coatings to assess and rank for interior/exterior coating replacement. Typical interior coating life expectancy is between 12-15 years, exterior coating is 7-10 years. It is recommended to replace the interior and exterior coating systems, City logo, electrical repairs, vent systems and pipe work necessary to maintain the integrity of this asset. Install a water mixer to circulate water and eliminate thermal stratification. Images WA2502 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification This EST was built in late 2009 and, reviewing the annual Texas Commission on Environmental Quality (TCEQ) tank inspection reports, the coatings have exceeded their useful life. To protect the integrity of the metal structure from corrosion as well as extend the useful life of the tank, protective coating system replacement is required. Interior coating systems meet their FY 26-30 Proposed Capital Improvement Plan I Pearland Page 334 WA2502 - Kirby Elevated and Ground Storage Tank Rehabilitation useful life in about 12-15 years and require system replacement to continue to provide adequate protection. The useful life of an exterior coating can be 7-10 years depending on the type of paint and thickness applied. Capital Cost $335 K FY2026 Budget Total Budget (all years) Project Total (to date) $0 $1.35 M $1.69 M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $185,000 $150,000 $35,000 $1,350,000 $0 $0 $,350,000 $0 $1,350,000 $0 $185,000 $0 $150,000 9 $,685,000 Funding Sources $335 K FY2026 Budget Total Budget (all years) Project Total (to date) $0 $1.35 M $1.69 M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total W/S Certificates of Obligation Total $335,000 $1,350,000 $35,000 $,350,000 $0 $1,685,000 A $,685,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 335 WA2503 - Sleepy Hollow Small Waterline Replacement WA2503 - Sleepy Hollow Small Waterline Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2503 Request Groups Water Estimated Start 10/1/2025 Date Description The City has approximately 82 miles of transite pipe water lines to be replaced over a period of years. Replacement of approximately 15,200 LF of small -diameter and transite waterlines throughout the Sleepy Hollow subdivision, which includes pipe sizes of 2, 3, 4, and 6 inches. This project will also include the placement of additional fire hydrant assemblies and valves, and a pressure sensor. Additional valves will help alleviate the isolation of water in the entire subdivision when waterline breaks occur or maintenance is needed, while the addition of fire hydrants will improve fire suppression. Images WA2503 WA2503 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification This project will replace the failing transite and small diameter pipe infrastructure with polyvinyl chloride (PVC). PVC was not prevalent in the industry at the time the transite pipelines were installed. The transite pipe and small diameter pipelines are responsible for a higher percentage of work orders per foot than comparable PVC lines and require greater resources to FY 26-30 Proposed Capital Improvement Plan I Pearland Page 336 WA2503 - Sleepy Hollow Small Waterline Replacement maintain relative to PVC. The project will also provide the opportunity to resolve dead-end water line issues, add adequate fire protection and valves in the affected areas, which will improve water quality and life safety. Capital Cost $400K FY2026 Budget Total Budget (all years) Project Total (to date) $0 $3.08M $3.48M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $2,570,000 $14,000 $514,000 $386,000 $0 $00,000 $,084,000 $0 $2,570,000 $0 $528,000 $0 $386,000 e $,484,000 Funding Sources $400K FY2026 Budget Total Budget (all years) Project Total (to date) $0 $3.08M $3.48M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total W/S Certificates of Obligation Total $400,000 $3,084,000 $00,000 $,084,000 $0 $3,484,000 e $,484,000 Arlak FY 26-30 Proposed Capital Improvement Plan I Pearland Page 337 WA2505 - Mykawa Road Transite Pipe and Water Line Replacement WA2505 - Mykawa Road Transite Pipe and Water Line Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number WA2505 Request Groups Water Estimated Start 10/1/2025 Date Description The City has approximately 80 miles of transit pipe wate line to be replaced over a period of years. This project will strategically replace approximately 1.96 miles of transite pipe water line infrastructure, including sampling stations along Mykawa Rd., in conjunction with with the Mykawa Rd. Expansion Project. In addition to the replacement of transit pipe, pressure sensor, all existing 2, 3, and 4 -inch water lines will be up -sized with 6" or 8" polyvinyl chloride (PVC) or high density polyethylene (HDPE) pipe materials and service lines will also be replaced. Images WA2505 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification Transite water line material has a useful life of 50 - 70 years, under good conditions, but as droughts continue to impact the environment, lines will continue to break causing a loss of water from the water distribution system. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 338 WA2505 - Mykawa Road Transite Pipe and Water Line Replacement Capital Cost $530K FY2026 Budget $3.38M Total Budget (all years) $3.38M Project Total (to date) $3.91M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $2,600,000 $130,000 $780,000 $400,000 $0 830,000 $,380,000 so $2,600,000 $0 $910,000 $0 $400,000 A 8,910,000 Funding Sources $530K FY2026 Budget $3.38M Total Budget (all years) Project Total (to date) $3.38M $3.91M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $530,000 $3,380,000 830,000 $,380,000 $0 $3,910,000 0 8,910,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 339 WA2506 - Pump, VFD and Motor Condition Assessment WA2506 - Pump, VFD and Motor Condition Assessment Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number WA2506 Request Groups Water Estimated Start 10/1/2027 Date 0 Description The City of Pearland water facilities have antiquated pumps, motors, VFD's and electrical components that present challenges in meeting federal water pressure requirements during high demand. Most of these pumps and motors were original to build. It is suggested that pumps and motors be replaced every 12 years; however, Pearland has pumps and motors that have been in operation for over 15 years. This project will assess the current condition of the existing pumps, motors and VFD's and provide a prioritized replacement schedule. Images WA2506 Details Strategic Priority: Resilient Finances Impact on operating budget: No Type of Project: Improvement Project Justification The scope would be to asset all pumps and motors within utilities for efficiency & reliability. A replacement program will be designed under a tiered methodology to determine which pumps, motors, and components need to be replaced to meet demand. All pumps, motors, and related components will be replaced to meet demand and federal regulations. ,r1 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 340 WA2506 - Pump, VFD and Motor Condition Assessment Capital Cost $300K FY2026 Budget Total Budget (all years) Project Total (to date) $300K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Prelim. Engineering Report Total $299,999 $99,999 $0 $300,000 9 $00,000 Funding Sources $300K FY2026 Budget $1 Total Budget (all years) $1 Project Total (to date) $300K Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted W/S Revenues - Cash Total $299,999 $99,999 $0 9 Total $300,000 $00,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 341 WA2509 - Southwest Quadrant of Old Town Transite Water Line Replacement (McLean to SH35 South of Broadway) WA2509 - Southwest Quadrant of Old Town Transite Water Line Replacement (McLean to SH35 South of Broadway) Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 345 - Capital Projects Type Capital Improvement Project Number WA2509 Request Groups Water Estimated Start 10/1/2026 Date _.1 Description The project area is bounded by Broadway St. to the north, McLean St. to the west, Walnut St. to the south, and the railroad tracks to the east. Water line improvements within the project area will consist of replacing existing water lines, ranging in size from 2 -inch to 12 -inch, with new minimum 6 -inch water lines and appurtenances, including but not limited to sampling stations and pressure sensors. Images WA2509 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification The City has approximately 80 miles of transite water lines to be replaced over time. Transite water line material has an estimated lifespan of 50 - 70 years. Aged transite water line becomes brittle, making the infrastructure susceptible to FY 26-30 Proposed Capital Improvement Plan I Pearland Page 342 WA2509 - Southwest Quadrant of Old Town Transite Water Line Replacement (McLean to SH35 South of Broadway) breaks/damages as soils shift around the water lines, causing water loss within the water distribution system. The project also allows for increasing line sizes to meet the minimum 6 -inch line size required for fire hydrant installation. Capital Cost FY2026 Budget Total Budget (all years) $2.5M $2.5M Project Total $2.5M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total Construction Contingency Total $0 $2,400,000 $0 $100,000 9 2,500,000 $0 $2,400,000 $0 $100,000 0 2,500,000 Funding Sources FY2026 Budget $2.5 M Total Budget (all years) $2.5M Project Total $2.5M Detailed Breakdown Category Historical Budgeted FY2026 Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $2,500,000 $ 2,500,000 $0 $2,500,000 9 2,500,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 343 WA2601 - Alice Elevated & Ground Storage Tank Rehabilitation WA2601 - Alice Elevated & Ground Storage Tank Rehabilitation Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Alice Street Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2601 Request Groups Water Estimated Start 10/1/2025 Date Frprarmod imps. DIT Description A full assessment of all ground storage tank (GST) and elevated storage tank (EST) coatings to assess and rank for interior/exterior coating replacement. Typical interior coating life expectancy is between 12-15 years, exterior is 7 -10 years. It is recommended to replace the interior and exterior coating systems, City logo, electrical, vent and pipe necessary to maintain the integrity of this asset. Install a water mixer to circulate water and eliminate thermal stratification. Images WA2601 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification This EST was built in the early 1980's and the GST was built in 2011 and, reviewing the required annual Texas Commission on Environmental Quality (TCEQ) tank inspection reports, the coatings have exceeded its useful life. To protect the integrity of the structures from corrosion as well as extend the useful life of the tank, protective coating system replacement is required. Interior coating systems meet their useful life in about 12-15 years and require system replacement to continue to provide FY 26-30 Proposed Capital Improvement Plan I Pearland Page 344 WA2601 - Alice Elevated & Ground Storage Tank Rehabilitation adequate protection. The useful life of an exterior coating can be 7-10 years depending on the type of paint and thickness applied. Capital Cost FY2026 Budget $236K Total Budget (all years) $1.45M Project Total $1.45M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $980,000 $0 $86,000 $235,000 $0 $150,000 $0 0 $36,000 $,215,000 $0 $980,000 $0 $321,000 $0 $150,000 0 $,451,000 Funding Sources FY2026 Budget $236K Total Budget (all years) $1.45M Project Total $1.45M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $236,000 $1,215,000 6 $36,000 $,215,000 $0 $1,451,000 A $,451,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 345 WA2607 - Surface Water Treatment Plant - Plant Redundancy Improvement WA2607 - Surface Water Treatment Plant - Plant Redundancy Improvement Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2607 Request Groups Water Estimated Start 10/1/2024 Date Project Location LimmirePtt r.wn - Description This project will increase the efficiency and reliability of the Surface Water Treatment Plant (SWTP) to produce 10 MGD of potable water for the residents of Pearland consistently with the installation of one additional membrane rack, including modules and all necessary valving and piping comparable to the existing racks, additional electrical components and yard piping, as well as integration of the new rack into existing SCADA systems and the installation of butterfly valves and spool pieces to prepare the plant for future expansion without forcing the plant to be offline. This additional rack reduces the cost of purchasing membrane racks during the 20 MGD capacity expansion from 4 to 3 racks. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: New Construction Project Justification The City owns and operates a 10 MGD SWTP that serves the City with drinking water. The City is continuing to grow, and the City will continue to provide quality drinking water. To meet these demands, the SWTP will need to expand capacity from the current base of 10 MGD towards the ultimate build -out capacity of 20 MGD. The current number of racks limits actual plant FY 26-30 Proposed Capital Improvement Plan I Pearland Page 346 WA2607 - Surface Water Treatment Plant - Plant Redundancy Improvement production to 9.0 MGD on average at an inflow rate of 10 MGD while pushing the existing racks to their maximum threshold continuously, shortening their useful lifespans. The addition of a 4th rack will provide a full 10 MGD of deliverable water and lessen the stresses on the membrane modules, elongating their lifespans. This methodology will reduce overall O&M costs by allowing more time before module replacement and using fewer chemicals for treatment and maintenance cleanings. Capital Cost FY2026 Budget $725 K Total Budget (all years) $3.95 M Project Total $3.95 M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $0 $3,075,000 $0 $725,000 $0 $0 $0 $153,750 0 $25,000 $,228,750 $0 $0 $0 e $3,075,000 $725,000 $153,750 0,953,750 Funding Sources FY2026 Budget $725 K Total Budget (all years) $3.95 M Project Total $3.95 M Detailed Breakdown Category FY2026 FY2027 Historical Budgeted Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $725,000 $3,228,750 s $25,000 $,228,750 $0 $3,953,750 s $,953,750 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 347 WA2609 - Alice WTP New 5 MG GST WA2609 - Alice WTP New 5 MG GST Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 365 - Water Production Type Capital Improvement Project Number WA2609 Request Groups Water Estimated Start 10/15/2025 Date Estimated 10/14/2026 Completion Date 9 LflCL {.n Description Design and construct a new 5 MG ground storage tank at the Alice Water Plant. Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: New Construction Project Justification The Alice Water Plant's initial design included provisions for this GST to address anticipated growth in Pearland's east end. Constructing the tank now will: • Increase Storage Capacity: Provide an additional 5 MG of potable water storage to meet peak demand and emergency needs. • Enhance System Reliability: Improve operational flexibility and reduce dependence on external water sources. • Support Future Growth: Align with the city's strategic plans for infrastructure expansion and service delivery. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 348 WA2609 - Alice WTP New 5 MG GST Capital Cost FY2026 Budget $1 M Total Budget (all years) $7.1 M Project Total $7.1 M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $5,000,000 $0 $250,000 $1,100,000 $0 $750,000 $0 e $,000,000 6,100,000 $0 $5,000,000 $0 $1,350,000 $0 $750,000 e $,100,000 Funding Sources FY2026 Budget $1 M Total Budget (all years) Project Total $7.1 M $7.1 M Detailed Breakdown Category Historical Budgeted FY2026 FY2027 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $1,000,000 $6,100,000 9 $,000,000 6,100,000 $0 $7,100,000 0 6,100,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 349 WA2701 - Towne Lakes Water Quality Program WA2701 - Towne Lakes Water Quality Program Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2701 Request Groups Water Estimated Start 10/1/2026 Date Project Location Description The proposed project will address water quality issues related to the age of the water in the system. As part of the City's mulit-year water distribution system improvement program this project will improve the circulation of water within the Lakes of Edgewater Estates subdivision. This will be accomplished by increasing the water line size to 6" from current fire hydrant locations and installing fire hydrants at each dead end water lines in the system, installation of a pressure sensor and sampling station. Though this methodology will still require flushing, the installation of fire hydrants will allow for routine pigging of waterlines for best maintenance practices and water quality improvements. Images WA2701 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification As the water system continues to grow, opportunities are developed to continue the extension of water lines or improvement of dead ends by connection to fire hydrants. By extending waterlines to connect to other parts of the system or ending at a FY 26-30 Proposed Capital Improvement Plan I Pearland Page 350 WA2701 - Towne Lakes Water Quality Program fire -hydrant and maintenance practices and capabilities are expanded to include water line pigging and complete flushing. Removing dead end waterlines and allowing routine pigging enhances water quality by scouring lines, circulating or allowing a higher volume of water to be flushed in a given time. Capital Cost FY2026 Budget $o Total Budget (all years) $1.1 M Project Total $1.1 M Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Total $0 $0 $790,000 $0 $158,000 $0 $0 $100,000 $0 $0 $50,000 $0 $ $08,000 $90,000 S0 $790,000 $0 $158,000 $0 $100,000 $0 $50,000 $,098,000 Funding Sources FY2026 Budget $o Total Budget (all years) Project Total $1.1M $1.1M Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $308,000 $790,000 9 $08,000 $90,000 $0 $1,098,000 9 $,098,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 351 WA2702 - Magnolia Water Production Facility Rehabilitation WA2702 - Magnolia Water Production Facility Rehabilitation Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2702 Request Groups Water Estimated Start 10/1/2026 Date Amy Coykendall, CIP Coordinator Project Location Description Based on the preliminary engineering report findings, priority improvements will be made at the Magnolia Water Plant - Rehabilitate booster pump building, including environmental control, paving the existing driveway, fence, and landscaping improvements. A study for an onsite generator will be needed. Images WA2702 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification The Public Works Department has experienced several failures of water lines at the water production facilities over the past several years. Most of the water line infrastructure at the production facilities is original to the facilities and has not been replaced. This program will reduce service interruptions. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 352 WA2702 - Magnolia Water Production Facility Rehabilitation Capital Cost FY2026 Budget $0 Total Budget (all years) $850K Project Total $850 K Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $0 $500,000 $0 $250,000 $0 So $100,000 So 8 $50,000 800,000 $0 $500,000 $0 $250,000 $0 $100,000 $ 850,000 Funding Sources FY2026 Budget $0 Total Budget (all years) Project Total $850 K $850 K Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $350,000 $500,000 $ $50,000 800,000 $0 $850,000 $ $50,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 353 WA2704 - Country Place Well Facility Rehabilitation WA2704 - Country Place Well Facility Rehabilitation Overview Request Owner Amy Coykendall, CIP Coordinator Department 365 - Water Production Type Capital Improvement Project Number WA2704 Request Groups Water Estimated Start 02/4/2026 Date Estimated 02/10/2027 Completion Date Project Location 0 L. Description The Country Place Water Well Facility, annexed by the City of Pearland from a Municipal Utility District (MUD), requires a comprehensive assessment to address aging infrastructure, ensure compliance with regulatory standards, and support long- term service delivery. The facility's latest available plans date back to November 22, 2011, highlighting the need for updated evaluations and modernization efforts. Project Scope 1 Assessment Objectives • Conduct a detailed evaluation of the facility to identify deficiencies, potential risks, and opportunities for improvements. • Ensure the plant meets current and future operational demands. • Establish a phased rehabilitation plan to minimize service disruptions. 2 Key Focus Areas • Infrastructure and Structural Review: • Assess the condition of tanks, well casings, pump structures, and piping. • Review fencing, site layout, and drainage systems for compliance and adequacy. 3 Mechanical and Electrical Systems • Evaluate the performance of existing pumps, motors, and electrical panels. • Assess SCADA integration and identify gaps in automation or remote monitoring. 4 Process Evaluation • Analyze current water production capacity versus demand projections. • Inspect treatment systems and storage solutions for operational efficiency. 5 Regulatory Compliance FY 26-30 Proposed Capital Improvement Plan I Pearland Page 354 WA2704 - Country Place Well Facility Rehabilitation • Verify adherence to TAC Chapter 290 and other relevant standards. • Review safety measures for workers and public health considerations. 6 Environmental and Community Impact • Assess well recharge rate, overflow systems, and potential environmental hazards. 7 Proposed Deliverables • Comprehensive Condition Report: A detailed document outlining the current state of the plant and critical areas needing attention. • Rehabilitation Recommendations: Prioritized action items, including cost estimates for repairs, upgrades, and replacements. • Phased Rehabilitation Plan: Timelines and strategies to address deficiencies while ensuring uninterrupted service. • Updated Facility Plans: Creation of up-to-date as -built drawings for accurate future reference and regulatory submissions. Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Estimated Project Life Span: 20 plus years Project Justification The rehabilitation of the Country Place Water Well Facility is critical to: • Ensure reliable water production for the community. • Address risks associated with aging infrastructure and limited documentation. • Align with the City of Pearland's commitment to sustainable and compliant public utility operations. Capital Cost FY2026 Budget $o Total Budget (all years) Project Total $550 K $550 K Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total Construction Design/Surveying Contingency Total $0 $0 $300,000 $0 $150,000 $0 $0 $0 $100,000 s $50,000 ✓$00,000 So so $o e $300,000 $150,000 $100,000 $50,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 355 WA2704 - Country Place Well Facility Rehabilitation Funding Sources FY2026 Budget $0 Total Budget (all years) $550 K Project Total $550 K Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total W/S Revenues - Cash Total $0 e $150,000 $50,000 $400,000 $00,000 $0 $550,000 0 $50,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 356 WA2705 - Garden Well New 1MG GST WA2705 - Garden Well New 1MG GST Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 365 - Water Production Type Capital Improvement Project Number WA2705 Request Groups Water Estimated Start 10/8/2025 Date Estimated 10/14/2026 Completion Date 9 LflCL {.n Description Design and construct a new 1 MG ground storage tank at the Garden Well Facility Details Strategic Priority: Sustainable Infrastructure Type of Project: New Construction Impact on operating budget: No Estimated Project Life Span: 20 plus years Project Justification The current 428,000 -gallon GST at the Garden Water Well facility is insufficient to meet the growing water demands of Pearland's east end. Replacing it with a 2 million -gallon pre -stressed concrete tank will: • Enhance Storage Capacity: Provide additional reserves to support peak usage and emergency situations. • Improve System Reliability: Utilize durable materials that reduce maintenance needs and extend service life. • Support Future Growth: Align with the city's strategic plans for infrastructure expansion and increased service delivery. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 357 WA2705 - Garden Well New 1MG GST Capital Cost FY2026 Budget so Total Budget (all years) $4.2 M Project Total $4.2M Detailed Breakdown Category FY2027 FY2028 Historical Budgeted Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $2,500,000 $0 $0 $1,000,000 $0 $700,000 $0 $ $00,000 $,500,000 $0 $2,500,000 $0 $1,000,000 $0 $700,000 A $,200,000 Funding Sources FY2026 Budget so Total Budget (all years) Project Total $4.2 M $4.2 M Detailed Breakdown Category Historical Budgeted FY2027 FY2028 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $700,000 $3,500,000 0 $00,000 $,500,000 $0 $4,200,000 A 0,200,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 358 WA2801 - Alexander Landing, Banbury Cross & Whispering Winds Transite Pipe Water Line Replacement WA2801 - Alexander Landing, Banbury Cross & Whispering Winds Transite Pipe Water Line Replacement Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2801 Request Groups Water Estimated Start 10/1/2028 Date Project Location zcd Description The City has approximately 82 miles of transite pipe water lines to be replaced over a period of years. This project will strategically replace approximately 5.25 miles of transite water line infrastructure and replacement of sampling stations on Alexander Landing Sub. This project would be completed in conjunction with the drainage project. In addition to the replacement of transite pipe and pressure sensor, all existing 2, 3 and 4 -inch water lines will be up -sized with 6 or 8" polyvinyl chloride (PVC) or high -density polyethylene (HDPE) pipe materials and service lines will also be replaced. Images Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification Replacement of Transite water line within the City. Transite has an estimated lifespan of 50-70 years under good condition but as the droughts continue across the state the lines keep breaking and causing a loss of water from the system. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 359 WA2801 - Alexander Landing, Banbury Cross & Whispering Winds Transite Pipe Water Line Replacement Capital Cost FY2026 Budget $o Total Budget (all years) $10 M Project Total $10M Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $0 $7,000,000 S0 $0 $2,000,000 $0 $1,039,500 $0 0 $,039,500 9,000,000 $0 $7,000,000 $0 $2,000,000 $0 $1,039,500 0 $0,039,500 Funding Sources FY2026 Budget $o Total Budget (all years) Project Total $10M $10M Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $1,039,500 $9,000,000 0 $,039,500 9,000,000 S0 $10,039,500 8 $0,039,500 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 360 WA2804 - Dixie Hollow Subdivision Transite Pipe Water Line Replacement WA2804 - Dixie Hollow Subdivision Transite Pipe Water Line Replacement Overview Request Owner Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2804 Request Groups Water Estimated Start 10/1/2030 Date Amy Coykendall, CIP Coordinator Project Location 9 _!PLC 1.1! Description The City has approximately 82 miles of failing transite pipe water lines to be replaced over a period of years. This project will strategically replace approximately 1.25 miles of transite water line infrastructure and the installation of a pressure sensor and sampling station in the Dixie Hollow subdivision. In addition to the replacement of transite pipe, pressure sensor, all existing 2,3 and 4 -inch water lines will be up -sized with 6 or 8" polyvinyl chloride (PVC) or high density polyethylene (HDPE) pipe materials and service lines will also be replaced. Images WA2703 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification Transite pipe water line has a failure rate significantly higher than that of comparable and like sized polyvinyl chloride (PVC). This project will replace the failing transite pipe infrastructure with PVC which was not prevalent in the industry at the time the Transite pipe lines were installed. The Transite pipe lines are responsible for a higher percentage of work orders per foot FY 26-30 Proposed Capital Improvement Plan I Pearland Page 361 WA2804 - Dixie Hollow Subdivision Transite Pipe Water Line Replacement than comparable PVC lines and requires greater resources to maintain relative to PVC. The project will also provide the opportunity to resolve dead end water line issues in the affected areas which will improve water quality. Capital Cost $80K FY2026 Budget Total Budget (all years) Project Total (to date) $0 $2.1M $2.18M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total Construction Contingency Design/Surveying Total $0 $1,650,000 $0 $450,000 $80,000 $0 $0,000 $400,000 $0 $1,650,000 $0 $450,000 $0 $80,000 $ $,180,000 Funding Sources $80K FY2026 Budget Total Budget (all years) Project Total (to date) $0 $2.1M $2.18M Detailed Breakdown Category Historical Budgeted FY2028 Requested Future Budgeted Total W/S Certificates of Obligation W/S Revenues - Cash Total So $2,100,000 $80,000 $0,000 So $,100,000 So $2,100,000 So 9 580,000 $,180,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 362 WA2901 - Park View Transite Pipe Water Line Replacement WA2901 - Park View Transite Pipe Water Line Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2901 Request Groups Water Estimated Start 10/1/2028 Date Description The City has approximately 82 miles of transite pipe water lines to be replaced over a period of years. This project will strategically replace approximately 4.25 miles of transite water line infrastructure in the Park View subdivision and Liberty Dr from Shady Bend to north of City Hall. In addition to the replacement of transite pipe, pressure sensor, all existing 2, 3 and 4 - inch water lines will be up -sized with 6 or 8" polyvinyl chloride (PVC) or high density polyethylene (HDPE) pipe materials and service lines will also be replaced. Replacing small diameter pipe with current materials meeting City standard line sizes in coordination with the City's water model is expected to provide higher flow capacities for these neighborhoods, resolve dead end water line issues resulting in improved water quality, improve fire protection, and reduce in water loss due to broken lines. Water sampling station will be included. Images WA2604 WA2901 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 363 WA2901 - Park View Transite Pipe Water Line Replacement Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification Transite pipe water line has a failure rate significantly higher than that of comparable and like sized PVC. This project will replace the transite pipe infrastructure with PVC which was not prevalent in the industry at the time the transite pipe lines were installed. The transite pipe lines are responsible for a higher percentage of work orders per foot than comparable PVC lines and requires greater resources to maintain relative to PVC. The project will also provide the opportunity to resolve dead end water line issues in the affected areas which will improve water quality. Capital Cost FY2026 Budget $o Total Budget (all years) $7 M Project Total $7M Detailed Breakdown Category FY2029 FY2030 Historical Budgeted Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Total $0 $0 $5,000,000 $0 $200,000 $1,300,000 $0 $400,000 $0 $0 $100,000 $0 0 $00,000 6,300,000 $0 $5,000,000 $0 $1,500,000 $0 $400,000 $o $100,000 0 $,000,000 Funding Sources FY2026 Budget Total Budget (all years) $o $7 M Project Total $7M Detailed Breakdown Category FY2029 FY2030 Historical Budgeted Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $700,000 $6,300,000 6 $00,000 6,300,000 $0 $7,000,000 6 $,000,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 364 WA2902 - Southdown Transite Pipe Water Line Replacement WA2902 - Southdown Transite Pipe Water Line Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2902 Request Groups Water Estimated Start 10/1/2028 Date Description The City has approximately 82 miles of transite pipe water lines to be replaced over a period of years. This project will strategically replace approximately 10 miles of transite water line infrastructure and replacement of sampling stations in the Southdown subdivision. This project would be completed in conjunction with the drainage project. In addition to the replacement of transite pipe, pressure sensor, all existing 2, 3 and 4 -inch water lines will be up -sized with 6 or 8" polyvinyl chloride (PVC) or high density polyethylene (HDPE) pipe materials and service lines will also be replaced. Images Details Asicam] WA2902 Strategic Priority: Sustainable Infrastructure Impact on operating budget: No Type of Project: Improvement Project Justification Replacement of Transite water line within the City. Transite has an estimated lifespan of 50-70 years under good condition but as the droughts continue across the state the lines keep breaking and causing a loss of water from the system. FY 26-30 Proposed Capital Improvement Plan I Pearland Page 365 WA2902 - Southdown Transite Pipe Water Line Replacement Capital Cost FY2026 Budget so Total Budget (all years) $17M Project Total $17 M Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Future Budgeted Requested Requested Total Construction Contingency Design/Surveying Total $0 S0 $12,000,000 $0 $0 $3,000,000 $0 $1,980,000 $0 9 $,980,000 $5,000,000 $0 $12,000,000 $0 $3,000,000 $0 $1,980,000 9 $6,980,000 Funding Sources FY2026 Budget so Total Budget (all years) Project Total $17M $17M Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Future Budgeted Requested Requested Total W/S Certificates of Obligation Total $0 $1,980,000 $15,000,000 9 $,980,000 $5,000,000 $0 $16,980,000 9 $6,980,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 366 WA2903 - Country Place Transite Pipe Water Line Replacement WA2903 - Country Place Transite Pipe Water Line Replacement Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2903 Request Groups Water Estimated Start 10/1/2029 Date 0 Description The City has approximately 82 miles of transite pipe water lines to be replaced over a period of years. This project will strategically replace approximately 7.5 miles of transite water line infrastructure in the Country Place subdivision. In addition to the replacement of transite pipe, all existing 2, 3 and 4 -inch water lines will be up -sized with 6 or 8" polyvinyl chloride (PVC) or high -density polyethylene (HDPE) pipe materials and service lines will also be replaced. This will also include the installation of sampling and pressure sensors. Replacing small diameter pipe with current materials meeting City standard line sizes in coordination with the City's water model is expected to provide higher flow capacities for these neighborhoods, resolve dead end water line issues resulting in improved water quality, improve fire protection, and reduce in water loss due to broken lines. Pressure sensor and water sampling station(s) will be included. Images WA2605 WA2802 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 367 WA2903 - Country Place Transite Pipe Water Line Replacement Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification Transite pipe water line has a failure rate significantly higher than that of comparable and like sized PVC. This project will replace the transite pipe infrastructure with PVC which was not prevalent in the industry at the time the transite pipe lines were installed. The transite pipe lines are responsible for a higher percentage of work orders per foot than comparable PVC lines and requires greater resources to maintain relative to PVC. The project will also provide the opportunity to resolve dead end water line issues in the affected areas which will improve water quality. Capital Cost FY2026 Budget $o Total Budget (all years) $10.9 M Project Total $10.9 M Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Land/Right of Way Total $0 $0 $8,500,000 $0 $50,000 $1,275,000 $0 $1,000,000 $0 $0 5100,000 $0 0 $,150,000 9,775,000 $0 $8,500,000 $0 $1,325,000 $o $1,000,000 So $100,000 8 $0,925,000 Funding Sources FY2026 Budget Total Budget (all years) so $10.9M Project Total $10.9 M Detailed Breakdown Category Historical Budgeted FY2028 FY2029 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $1,150,000 $9,775,000 0 $,150,000 9,775,000 SO S10,925,000 8 $0,925,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 368 WA2904 - Liberty Dr & John Lizer Transite Pipe Water Line Replacement WA2904 - Liberty Dr & John Lizer Transite Pipe Water Line Replacement Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA2904 Request Groups Water Estimated Start 12/31/2025 Date Project Location Description The City has approximately 80 miles of transite pipe water lines to be replaced over a period of years. This project will strategically replace approximately 1.5 miles of transite water line infrastructure and replacement sampling stations in the John Lizer & Liberty Dr. This project would be completed in conjunction with the drainage project. In addition to the replacement of transite pipe and pressure sensors, all existing 2, 3 and 4 -inch water lines will be up -sized with 6 or 8" polyvinyl chloride (PVC) or high -density polyethylene (HDPE) pipe materials and service lines will also be replaced. Images Details WA2606 Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification Replacement of transite water line within the City. Transite has an estimated lifespan of 50-70 years in good conditions, but as the droughts continue across the state, the lines keep breaking and causing a loss of water from the system. 016191 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 369 WA2904 - Liberty Dr & John Lizer Transite Pipe Water Line Replacement Capital Cost FY2026 Budget so Total Budget (all years) $3.11 M Project Total $3.11 M Detailed Breakdown Category FY2029 FY2030 Historical Budgeted Requested Requested Future Budgeted Total Construction Contingency Design/Surveying Total So So $2,000,000 $0 $0 $600,000 $0 $300,000 $208,000 8 $00,000 5,808,000 $0 $2,000,000 $0 $600,000 $0 $508,000 8 $,108,000 Funding Sources FY2026 Budget so Total Budget (all years) Project Total $3.11 M $3.11 M Detailed Breakdown Category Historical Budgeted FY2029 FY2030 Requested Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $300,000 $2,808,000 0 $00,000 8,808,000 $0 $3,108,000 8 8,108,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 370 WA3001- Lakes of Edgewater Estates Water Quality Program WA3OO1 - Lakes of Edgewater Estates Water Quality Program Overview Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA3001 Request Groups Water Estimated Start 10/1/2028 Date Project Location Lwouimmmo.d e�+.w�• c•xna�� Description The proposed project will address water quality issues related to the age of the water in the system. As part of the City's multi -year water distribution system improvement program, this project will improve the circulation of water within the Lakes of Edgewater Estates subdivision. This will be accomplished by increasing the water line size to 6" from current fire hydrant locations and installing fire hydrants at each dead end water line in the system and also reviewing loop lines where possible. Though this methodology will still require flushing, the installation of pressure sensors and fire hydrants will allow for routine pigging of waterlines for best maintenance practices and water quality improvements. Also, a water sampling station will be included. Images WA2602 Details Strategic Priority: Sustainable Infrastructure Type of Project: Improvement Project Justification Impact on operating budget: No FY 26-30 Proposed Capital Improvement Plan I Pearland Page 371 WA3001 - Lakes of Edgewater Estates Water Quality Program As the water system continues to grow, opportunities are developed to continue the extension of water lines or improvement of dead ends by connection to fire hydrants. By extending waterlines to connect to other parts of the system or ending at a fire -hydrant, maintenance practices and capabilities are expanded to include water line pigging and complete flushing. Removing dead end waterlines and allowing routine pigging enhances water quality by scouring lines, circulating or allowing a higher volume of water to be flushed at a given time. Capital Cost FY2026 Budget $0 Total Budget (all years) Future $350K $830K Project Total $1.18M Detailed Breakdown Category Historical Budgeted FY2030 Requested Future Budgeted Total Construction Design/Surveying Contingency Land/Right of Way Total $0 $0 $0 $0 0 $0 $150,000 $100,000 $100,000 $50,000 $830,000 $830,000 $0 $150,000 $0 $100,000 $0 $100,000 $30,000 $,180,000 Funding Sources FY2026 Budget Total Budget (all years) Future Project Total $0 $350K $830K $1.18M Detailed Breakdown Category Historical Budgeted FY2030 Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $350,000 0 $50,000 $830,000 $1,180,000 $30,000 $,180,000 FY 26-3O Proposed Capital Improvement Plan I Pearland Page 372 WA3002 - West Oaks and West Oaks Village Water Quality Program WA3002 - West Oaks and West Oaks Village Water Quality Program Overview Project Location Request Owner Amy Coykendall, CIP Coordinator Department 300 - PW Engineering & Capital Projects Type Capital Improvement Project Number WA3002 Request Groups Water Estimated Start 10/1/2029 Date Fxr�.can Description As the City has developed there are areas where dead end waterlines have been identified that need to be extended looped/connected to other water system mainlines. These areas are also being confirmed by the City's water system model. Extended connections will assist in enhancing water quality and maintenance in the system by removing these areas and increase looping or improving deadend lines and redundancy for West Oaks and West Oaks Village neighborhoods. The project will also include a pressure sensor and replacement of the sampling station. Images WA2504 CFI WA2803 Details Strategic Priority: Sustainable Infrastructure Impact on operating budget: Yes Type of Project: Improvement Project Justification As the water system continues to grow, opportunities are developed to continue the extension of water lines to connect and loop existing dead-end lines. By extending waterlines to connect to other parts of the system and removing dead end ,r1 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 373 WA3002 - West Oaks and West Oaks Village Water Quality Program waterlines this will assist in enhancing water quality by circulating water, reduce staff time called out to flush waterlines and also reduce system water loss. Capital Cost FY2026 Budget $o Total Budget (all years) Future $399K $1.66M Project Total $2.06M Detailed Breakdown Category Historical Budgeted FY2030 Requested Future Budgeted Total Construction Design/Surveying Land/Right of Way Contingency Total S0 S0 $0 $249,000 $0 $100,000 $0 $50,000 9 $99,000 $1,660,000 $1,660,000 $0 $249,000 $0 $100,000 $0 $50,000 $,660,000 $,059,000 Funding Sources FY2026 Budget Total Budget (all years) Future Project Total $0 $399K $1.66M $2.06M Detailed Breakdown Category Historical Budgeted FY2030 Requested Future Budgeted Total W/S Certificates of Obligation Total $0 $399,000 e $99,000 $1,660,000 $2,059,000 $,660,000 $,059,000 FY 26-30 Proposed Capital Improvement Plan I Pearland Page 374