Cities Index.
Agenda packet

La Quinta City Council
July 1, 2025

Document
Agenda packet
Meeting
July 1, 2025
Body
La Quinta City Council
Pages
6
Original file
29.6 MB
Text extracted from the city's file for reading and search. Open the original on www.laquintaca.gov. That file is the official record.

d. Indemnification Provision for Design Professionals.

1. Applicability of this Section F.1(d). Notwithstanding Section F.1(a) hereinabove, the following indemnification provision shall apply to a Contracting Party who constitutes a “design professional” as the term is defined in paragraph 3 below.

2. Scope of Indemnification. When the law establishes a professional standard of care for Contracting Party’s Services, to the fullest extent permitted by law, Contracting Party shall indemnify and hold harmless City and any and all of its officials, employees, and agents (“Indemnified Parties”) from and against any and all losses, liabilities of every kind, nature, and description, damages, injury (including, without limitation, injury to or death of an employee of Contracting Party or of any subcontractor), costs and expenses, including, without limitation, incidental and consequential damages, court costs, reimbursement of attorneys’ fees, litigation expenses, and fees of expert consultants or expert witnesses incurred in connection therewith and costs of investigation, to the extent same are caused by any negligent or wrongful act, error or omission of Contracting Party, its officers, agents, employees or subcontractors (or any entity or individual that Contracting Party shall bear the legal liability thereof) in the performance of professional services under this agreement. With respect to the design of public improvements, the Contracting Party shall not be liable for any injuries or property damage resulting from the reuse of the design at a location other than that specified in Exhibit A without the written consent of the Contracting Party.

3. Design Professional Defined. As used in this Section F.1(d), the term “design professional” shall be limited to licensed architects, registered professional engineers, licensed professional land surveyors and landscape architects, all as defined under current law, and as may be amended from time to time by Civil Code § 2782.8.

F.2 Obligation to Secure Indemnification Provisions. Contracting Party agrees to obtain executed indemnity agreements with provisions identical to those set forth herein this Exhibit F, as applicable to the Contracting Party, from each and every subcontractor or any other person or entity involved by, for, with or on behalf of Contracting Party in the performance of this Agreement. In the event Contracting Party fails to obtain such indemnity obligations from others as required herein, Contracting Party agrees to be fully responsible according to the terms of this Exhibit. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth in this Agreement are binding on the successors, assigns or heirs of Contracting Party and shall survive the termination of this Agreement. 119 CLICK HERE to Return to Agenda
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City of La Quinta
CITY COUNCIL MEETING: July 1, 2025

STAFF REPORT
AGENDA TITLE: APPROVE DEMAND REGISTERS DATED JUNE 6 AND 13, 2025

RECOMMENDATION
Approve demand registers dated June 6 and 13, 2025.

EXECUTIVE SUMMARY – None

FISCAL IMPACT
Demand of Cash:

City $ 4,110,513.44
Successor Agency of RDA $ - Housing Authority $ 31,091.91 $ 4,141,605.35

BACKGROUND/ANALYSIS
Routine bills and payroll must be paid between Council meetings. Attachment 1 details the weekly demand registers for June 6 and 13, 2025.

Warrants Issued:
217002-217052 $ 321,092.51
217053-217114 $ 420,824.82
EFT 228-231 $ 783.85
Wire Transfers $ 3,059,971.91
Payroll Tax Transfers $ 59,785.78
Payroll Direct Deposit $ 279,146.48
$ 4,141,605.35
CONSENT CALENDAR ITEM NO. 6
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Vendor Account Name Amount Purpose
Paradise Chevrolet and Cadillac Vehicles Purchased $67,777.36 Purchase Chevy Silverado Truck
Imperial Irrigation District(1) Various $60,749.69 Electricity Service JSL Architecture, Inc. Design $57,775.75 Maintenance & Operations Yard Design
Desert Concepts Construction, Inc.(1) Various $52,000.00 Citywide Medians/Parks Repair and Maintenance
NAI Consulting, Inc. Professional
Services
$44,881.00 Professional Engineering
Services
(1) Payment were made 06/06/25 & 06/13/25.

Wire Transfers: Thirteen transfers totaled $3,059,972. Of this amount, $2,000,000 was to U.S. Bank for investment purchases, and $629,772 was to SilverRock Phase 1 LLC for Debtor-in-Possession financing. (See Attachment 2 for a complete listing).

Investment Transactions: Full details of investment transactions, as well as total holdings, are reported quarterly in the Treasurer’s Report.

Prepared by: Jesse Batres, Finance Technician
Approved by: Rosemary Hallick, Principal Management Analyst Attachments: 1. Demand Registers

2. Wire Transfers

Transaction Issuer Type Par Value
Settle
Date
Coupon
Rate YTM
Purchase Sound Credit Union CD $ 248,000 6/2/2025 4.150% 4.150% Purchase United States Treasury Treasury Note 1,000,000 $ 6/2/2025 4.000% 4.060% Maturity Federal Farm Credit Banks Agency $ 500,000 6/9/2025 0.500% 0.506% Maturity Federal Farm Credit Banks Agency $ 6/10/2025 0.680% 0.680% 500,000 Maturity Federal Home Loan Banks Agency $ 6/13/2025 0.500% 0.506% 500,000 122 CLICK HERE to Return to Agenda
6/23/2025 10:42:30 AM Page 1 of 6
Demand Register
Packet: APPKT04186 - 06/06/2025 JB
Vendor Name Payment Number Description (Item) Account Name Account Number Amount Fund: 101 - GENERAL FUND
AMERICAN FORENSIC NURSE… 217003 BLOOD ALCOHOL ANALYSIS Blood/Alcohol Testing 101-2001-60174 144.00 ANDERSON COMMUNICATI… 217004 01/2025 - PUBLIC SAFETY RADIO RENTA… Mobile/Cell Phones/Satellites 101-2002-61304 340.00 ANDERSON COMMUNICATI… 217004 04/2025 - PUBLIC SAFETY RADIO RENTA… Mobile/Cell Phones/Satellites 101-2002-61304 374.00 ANDERSON COMMUNICATI… 217004 07/2/24 - EOC RADIO MAINTENANCE SE… Mobile/Cell Phones/Satellites 101-2002-61304 80.00 BLUETRITON BRANDS INC 217005 04/13-05/12/25 - CITYWIDE DRINK WAT… Citywide Supplies 101-1007-60403 154.10 BONITAS COFFEE 217007 05/20/25 - DRINKS FOR PW APPRECIATI… Employee Recognition Events 101-1004-60340 1,294.00 CHARTER COMMUNICATIONS… 217009 05/29-06/28-25 - FS #32 INTERNET (350… Cable/Internet - Utilities 101-2002-61400 100.00 CHARTER COMMUNICATIONS… 217009 05/24-06/23/25 - FS #93 INTERNET Cable/Internet - Utilities 101-2002-61400 100.00 COACHELLA VALLEY ASSOC O… 217011 03/2025 - ARTS AND MUSIC LINE SHARE… Contributions to Other Agenc… 101-7006-60480 39.94 DECKARD TECHNOLOGIES, I… 217013 06/2025 - RENTALSCAPE Professional Services 101-1005-60103 3,950.00 DEPARTMENT OF ANIMAL SE… 217014 04/2025 - ANIMAL SERVICES Animal Shelter Contract Servi… 101-6004-60197 27,814.34 DEPARTMENT OF JUSTICE 217015 04/2025 - BLOOD ALCOHOL ANALYSIS Blood/Alcohol Testing 101-2001-60174 175.00 DESERT CONCEPTS CONSTR… 217016 FB PARK REPAIR WATER BACKFLOW Maintenance/Services 101-3005-60691 3,250.00 DESERT CONCEPTS CONSTR… 217016 05/20/25 - CH PLANT INSTALLATION Maintenance/Services 101-3005-60691 1,440.00 DISH NETWORK 217018 05/22-06/21/25 - EOC CABLE Cable/Internet - Utilities 101-2002-61400 114.71 DUNN-EDWARDS CORPORAT… 217019 PAINT Materials/Supplies 101-3008-60431 85.63 DUNN-EDWARDS CORPORAT… 217019 PAINT Materials/Supplies 101-3008-60431 1,606.94 DUNN-EDWARDS CORPORAT… 217019 PAINT Materials/Supplies 101-3008-60431 186.51 FRANCHISE TAX BOARD 217020 GARNISHMENT Garnishments Payable 101-0000-20985 224.39 FREEDOM FOREVER SOUTHE… 217021 PERMIT REFUND BSAP2024-0011 Building Permits 101-0000-42400 89.07 GRAINGER 217022 FILTER SOCK Operating Supplies 101-7003-60420 581.61 HOME DEPOT CREDIT SERVIC… 217023 FS #93 CLEANING SUPPLIES Maintenance/Services 101-2002-60691 24.71 HOME DEPOT CREDIT SERVIC… 217023 SMALL TOOLS Maintenance/Services 101-2002-60691 34.88 HOME DEPOT CREDIT SERVIC… 217023 PLUMBING PARTS Maintenance/Services 101-2002-60691 19.47 HOME DEPOT CREDIT SERVIC… 217023 PAINT SUPPLIES Materials/Supplies 101-3005-60431 51.01 HOME DEPOT CREDIT SERVIC… 217023 SUPPLIES Materials/Supplies 101-3005-60431 181.76 HOME DEPOT CREDIT SERVIC… 217023 PAINT SUPPLIES Materials/Supplies 101-3005-60431 111.98 HOME DEPOT CREDIT SERVIC… 217023 CONCRETE REPAIR Materials/Supplies 101-3005-60431 29.16 HOME DEPOT CREDIT SERVIC… 217023 GRINDING WHEEL Tools/Equipment 101-3005-60432 82.62 HOME DEPOT CREDIT SERVIC… 217023 POWER TOOL Tools/Equipment 101-3005-60432 452.37 HOME DEPOT CREDIT SERVIC… 217023 SMALL TOOLS Tools/Equipment 101-3005-60432 179.59 HOME DEPOT CREDIT SERVIC… 217023 SMALL TOOLS Tools/Equipment 101-3005-60432 108.11 HOME DEPOT CREDIT SERVIC… 217023 SMALL TOOLS Tools/Equipment 101-3005-60432 13.00 HOME DEPOT CREDIT SERVIC… 217023 CONSTRUCTION ADHESIVE Materials/Supplies 101-3008-60431 54.10 HOME DEPOT CREDIT SERVIC… 217023 PAINT SUPPLIES Materials/Supplies 101-3008-60431 82.28 HOME DEPOT CREDIT SERVIC… 217023 MATERIALS Materials/Supplies 101-3008-60431 42.29 HOME DEPOT CREDIT SERVIC… 217023 WATER JUG HOLDER & WATER STAND D… Materials/Supplies 101-3008-60431 473.76 HOME DEPOT CREDIT SERVIC… 217023 BATTERIES Materials/Supplies 101-3008-60431 116.13 HOME DEPOT CREDIT SERVIC… 217023 MINI SPLIT HVAC FOR CH HVAC 101-3008-60667 1,717.16 HOME DEPOT CREDIT SERVIC… 217023 LOCKS FOR PARK SIGNS Supplies - Field 101-6004-60425 70.38 HOME DEPOT CREDIT SERVIC… 217023 SUPPLIES Operating Supplies 101-7003-60420 22.99 HOME DEPOT CREDIT SERVIC… 217023 STAPLE GUN & STAPLES Tools/Equipment 101-7003-60432 48.87 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electricity - Utilities 101-2002-61101 1,558.46 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Civic Center Park - U… 101-3005-61103 3,819.03 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Fritz Burns Park - Uti… 101-3005-61105 516.80 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Community Park - U… 101-3005-61109 1,156.10 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Velasco Park - Utiliti… 101-3005-61111 20.84 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Desert Pride - Utiliti… 101-3005-61114 19.24 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electricity - Utilities 101-3008-61101 19,783.55 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Monticello Park - Uti… 101-3005-61102 19.24 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Fritz Burns Park - Uti… 101-3005-61105 429.11 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Sports Complex - Uti… 101-3005-61106 3,165.09 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Community Park - U… 101-3005-61109 5,214.27 ATTACHMENT 1
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Vendor Name Payment Number Description (Item) Account Name Account Number Amount IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Adams Park - Utiliti… 101-3005-61110 55.46 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Eisenhower Park - U… 101-3005-61113 24.75 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - SilverRock Event Sit… 101-3005-61115 3,392.83 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electricity - Charging Stations 101-3008-61102 842.62 JNS MEDIA SPECIALISTS 217027 05/01-06/30/25 - MEDIA STRATEGIC PL… Marketing & Tourism Promot… 101-3007-60461 11,100.00 JOSE TAMIAS 217028 REFUND 50% OF CITATION LQ200734 Administrative Citations 101-0000-42700 550.00 KILEY & ASSOCIATES 217029 05/2025 - FEDERAL LOBBYIST SERVICES Contract Services - Administr… 101-1002-60101 3,500.00 LANCE, SOLL, & LUNGHARD L… 217031 FY 23/24 FINANCIAL AUDITING SERVICES Auditors 101-1006-60106 2,280.00 LANCE, SOLL, & LUNGHARD L… 217031 FY 23/24 SINGLE AUDIT Auditors 101-1006-60106 780.00 LIVE FROM EARTH MUSIC 217032 05/24/25 - CONCERT IN THE PARK REMA… Community Experiences 101-3003-60149 65.00 LOWE'S HOME IMPROVEME… 217033 FS #70 PATIO CHAIRS Fire Station 101-2002-60670 338.21 LOWE'S HOME IMPROVEME… 217033 PLUMBING PARTS Maintenance/Services 101-2002-60691 73.49 LOWE'S HOME IMPROVEME… 217033 TOWER FAN Operating Supplies 101-3002-60420 72.19 LOWE'S HOME IMPROVEME… 217033 CITY BDAY EVENT SUPPLIES Community Experiences 101-3003-60149 30.93 LOWE'S HOME IMPROVEME… 217033 MATERIALS Materials/Supplies 101-3005-60431 77.40 LOWE'S HOME IMPROVEME… 217033 PRESSURE WASHER SPRAY GUN Tools/Equipment 101-3005-60432 92.96 LOWE'S HOME IMPROVEME… 217033 SMALL TOOLS Tools/Equipment 101-3005-60432 40.25 LOWE'S HOME IMPROVEME… 217033 PEST CONTROL SUPPLIES Materials/Supplies 101-3008-60431 125.65 LOWE'S HOME IMPROVEME… 217033 MATERIALS Materials/Supplies 101-3008-60431 68.64 LOWE'S HOME IMPROVEME… 217033 PLUMBING PARTS Materials/Supplies 101-3008-60431 34.41 LOWE'S HOME IMPROVEME… 217033 PLUMBING PARTS Materials/Supplies 101-3008-60431 24.10 LOWE'S HOME IMPROVEME… 217033 WATER FILTER & SINK FILTRATION SYST… Materials/Supplies 101-3008-60431 110.25 LOWE'S HOME IMPROVEME… 217033 MATERIALS Materials/Supplies 101-3008-60431 47.82 LOWE'S HOME IMPROVEME… 217033 SUPPLIES Materials/Supplies 101-3008-60431 71.74 LOWE'S HOME IMPROVEME… 217033 PEST CONTROL SUPPLIES Materials/Supplies 101-3008-60431 12.35 LOWE'S HOME IMPROVEME… 217033 SHELVES Materials/Supplies 101-3008-60431 184.93 LOWE'S HOME IMPROVEME… 217033 MEASURING TOOL & DRILL BITS Tools/Equipment 101-3008-60432 57.02 LOWE'S HOME IMPROVEME… 217033 LASER LEVEL Tools/Equipment 101-3008-60432 51.63 LOWE'S HOME IMPROVEME… 217033 LASER LEVEL & TRIPOD Tools/Equipment 101-3008-60432 191.02 LOWE'S HOME IMPROVEME… 217033 LASER LEVEL TRIPOD Tools/Equipment 101-3008-60432 46.47 LOWE'S HOME IMPROVEME… 217033 EXTENSION CORD Operating Supplies 101-7003-60420 82.63 LOWE'S HOME IMPROVEME… 217033 STORAGE CONTAINERS Operating Supplies 101-7003-60420 39.19 LOWE'S HOME IMPROVEME… 217033 SANDER & WOOD Operating Supplies 101-7003-60420 133.03 LOWE'S HOME IMPROVEME… 217033 RETURN WOOD Operating Supplies 101-7003-60420 -20.36 LOWE'S HOME IMPROVEME… 217033 MULTIMETER & EXTENSION CORD Operating Supplies 101-7003-60420 135.80 LOWE'S HOME IMPROVEME… 217033 SMALL TOOLS Tools/Equipment 101-7003-60432 138.26 MOTOPORT USA 217035 RIVCO SHERIFF UNIFORM Special Enforcement Funds 101-2001-60175 2,762.88 NBS 217036 03/2025 - ELECTRIC UTILITY FEASIBILITY … Contingency for Operations 101-1002-60510 1,485.00 OCEAN SPRINGS TECH INC 217037 FB POOL HEATER MAINTENANCE Fritz Burns Pool Maintenance 101-3005-60184 7,958.18 OCEAN SPRINGS TECH INC 217037 FB POOL MEMORIAL DAY SERVICE Fritz Burns Pool Maintenance 101-3005-60184 225.00 ODP BUSINESS SOLUTIONS, L… 217038 VINYL SHEET Operating Supplies 101-6006-60420 14.34 ODP BUSINESS SOLUTIONS, L… 217038 OFFICE SUPPLIES Operating Supplies 101-6006-60420 30.57 ODP BUSINESS SOLUTIONS, L… 217038 CUTTING MAT Operating Supplies 101-6006-60420 10.86 ODP BUSINESS SOLUTIONS, L… 217038 OFFICE SUPPLIES Operating Supplies 101-6006-60420 76.91 ODP BUSINESS SOLUTIONS, L… 217038 OFFICE SUPPLIES Operating Supplies 101-6006-60420 88.32 PACIFIC WEST AIR CONDITIO… 217039 04/16-04/17/25 - CH HVAC PREVENTATI… HVAC 101-3008-60667 3,213.00 PACIFIC WEST AIR CONDITIO… 217039 CH HVAC PREVENTATIVE MAINTENANCE HVAC 101-3008-60667 1,284.75 PACIFIC WEST AIR CONDITIO… 217039 05/08/25 - CH HVAC REPAIR HVAC 101-3008-60667 567.00 PATTON DOOR & GATE 217041 FS #70 THREE BUTTON STATION REPLAC… Maintenance/Services 101-2002-60691 150.00 PROPER SOLUTIONS INC 217042 05/23/25 - TEMP AGENCY SERVICES G.R… Temporary Agency Services 101-1004-60125 1,706.80 PROPER SOLUTIONS INC 217042 05/30/25 - TEMP AGENCY SERVICES G.R… Temporary Agency Services 101-1004-60125 1,429.45 ROOF TILE SPECIALTY INC 217044 REFUND PERMIT APPLICATION BRES202… Miscellaneous Permits 101-0000-42404 198.50 UNITED WAY OF THE DESERT 217049 CONTRIBUTION United Way Deductions 101-0000-20981 108.00 USA-FACT,INC. 217051 05/2025 - PRE-EMPLOYMENT BACKGRO… Recruiting/Pre-Employment 101-1004-60129 453.65 VERITAS TECHNOLOGIES LLC 217052 05/2025 - DATA BACK UP FOR LASERFIC… Professional Services 101-1005-60103 1,141.26 Fund 101 - GENERAL FUND Total: 129,517.73
Fund: 201 - GAS TAX FUND
IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electricity - Utilities 201-7003-61101 888.41 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electricity - Utilities 201-7003-61101 42.14 124 CLICK HERE to Return to Agenda
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Vendor Name Payment Number Description (Item) Account Name Account Number Amount LOWE'S HOME IMPROVEME… 217033 CANOPY Materials/Supplies 201-7003-60431 309.89 Fund 201 - GAS TAX FUND Total: 1,240.44
Fund: 202 - LIBRARY & MUSEUM FUND
HOME DEPOT CREDIT SERVIC… 217023 LIGHT BULBS Maintenance/Services 202-3004-60691 98.81 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electricity - Utilities 202-3004-61101 5,650.05 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electricity - Utilities 202-3006-61101 1,360.69 LOWE'S HOME IMPROVEME… 217033 DOOR KNOBS Maintenance/Services 202-3004-60691 72.28 LOWE'S HOME IMPROVEME… 217033 PAINT & PAINT SUPPLIES Maintenance/Services 202-3004-60691 341.68 PACIFIC WEST AIR CONDITIO… 217039 4/14,22,28/25 LIBRARY HVAC PREVENT… HVAC 202-3004-60667 1,606.50 PACIFIC WEST AIR CONDITIO… 217039 05/08/25 - LIBRARY HVAC SERVICE CALL HVAC 202-3004-60667 661.50 USA DRAIN AND PLUMBING… 217050 LIBRARY TOILET REPLACEMENT Maintenance/Services 202-3004-60691 845.00 Fund 202 - LIBRARY & MUSEUM FUND Total: 10,636.51
Fund: 215 - LIGHTING & LANDSCAPING FUND
DESERT CONCEPTS CONSTR… 217016 05/19-05/23/25 - AVE 52 MEDIAN REST… Maintenance/Services 215-7004-60691 5,760.00 DESERT ELECTRIC SUPPLY 217017 FLOOD LIGHTS Materials/Supplies 215-7004-60431 4,906.15 DESERT ELECTRIC SUPPLY 217017 FLOOD LIGHTS Materials/Supplies 215-7004-60431 4,906.15 HORIZON LIGHTING 217024 04/2025 - L&L LIGHTING MAINTENANCE Consultants 215-7004-60104 6,660.60 HORIZON LIGHTING 217024 05/2025 - L&L LIGHTING MAINTENANCE Consultants 215-7004-60104 6,660.60 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Utilities 215-7004-61116 5,388.17 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Medians - Utilities 215-7004-61117 2,377.50 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Utilities 215-7004-61116 871.29 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Medians - Utilities 215-7004-61117 799.02 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Utilities 215-7004-61116 846.35 IMPERIAL IRRIGATION DIST 217025 ELECTRICITY SERVICE Electric - Utilities 215-7004-61116 280.42 SILLERS INSTITUTE INC. 217045 CLASS A DRIVERS TRAINING R.SEVILLA Travel & Training 215-7004-60320 4,500.00 Fund 215 - LIGHTING & LANDSCAPING FUND Total: 43,956.25 Fund: 221 - AB 939 - CALRECYCLE FUND
ALPHA MEDIA LLC 217002 05/2025 - RECYCLING DIGITAL ADS AB 939 Recycling Solutions 221-0000-60127 1,500.00 ALPHA MEDIA LLC 217002 05/2025 - RECYCLING RADIO ADS MIX 1… AB 939 Recycling Solutions 221-0000-60127 3,500.00 THE ECOHERO SHOW LLC 217046 RECYCLING/SB 1383 EDUCATION FOR H… AB 939 Recycling Solutions 221-0000-60127 320.00 Fund 221 - AB 939 - CALRECYCLE FUND Total: 5,320.00
Fund: 241 - HOUSING AUTHORITY
CAHA, BECKY 217008 05/2025 - HOUSING CONSULTANT SERV… Professional Services 241-9101-60103 8,737.50 LANCE, SOLL, & LUNGHARD L… 217031 FY 23/24 HOUSING AUTHORITY AUDIT S… Auditors 241-9101-60106 5,000.00 Fund 241 - HOUSING AUTHORITY Total: 13,737.50
Fund: 250 - TRANSPORTATION DIF FUND
UBALDO HERNANDEZ 217048 REFUND PERMIT WITHDRAWAL BRES20… Developer Fees 250-0000-43200 4,009.00 Fund 250 - TRANSPORTATION DIF FUND Total: 4,009.00
Fund: 251 - PARKS & REC DIF FUND
UBALDO HERNANDEZ 217048 REFUND PERMIT WITHDRAWAL BRES20… Developer Fees 251-0000-43200 2,106.00 Fund 251 - PARKS & REC DIF FUND Total: 2,106.00
Fund: 252 - CIVIC CENTER DIF FUND
UBALDO HERNANDEZ 217048 REFUND PERMIT WITHDRAWAL BRES20… Developer Fees 252-0000-43200 1,230.00 Fund 252 - CIVIC CENTER DIF FUND Total: 1,230.00
Fund: 253 - LIBRARY DEVELOPMENT DIF
UBALDO HERNANDEZ 217048 REFUND PERMIT WITHDRAWAL BRES20… Developer Fees 253-0000-43200 397.00 Fund 253 - LIBRARY DEVELOPMENT DIF Total: 397.00
Fund: 254 - COMMUNITY & CULTURAL CENTERS DIF
UBALDO HERNANDEZ 217048 REFUND PERMIT WITHDRAWAL BRES20… Developer Fees 254-0000-43200 956.00 Fund 254 - COMMUNITY & CULTURAL CENTERS DIF Total: 956.00 Fund: 257 - FIRE PROTECTION DIF
UBALDO HERNANDEZ 217048 REFUND PERMIT WITHDRAWAL BRES20… Developer Fees 257-0000-43200 369.00 Fund 257 - FIRE PROTECTION DIF Total: 369.00
Fund: 259 - MAINTENANCE FACILITIES DIF FUND
UBALDO HERNANDEZ 217048 REFUND PERMIT WITHDRAWAL BRES20… Developer Fees 259-0000-43200 313.00 Fund 259 - MAINTENANCE FACILITIES DIF FUND Total: 313.00 125 CLICK HERE to Return to Agenda
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Vendor Name Payment Number Description (Item) Account Name Account Number Amount Fund: 401 - CAPITAL IMPROVEMENT PROGRAMS
CITY OF INDIO 217010 AVE 50 WIDENING IMPROVEMENTS RE… Contributions to Other Agenc… 401-0000-60480 284.62 CITY OF INDIO 217010 AVE 50 WIDENING IMPROVEMENTS RE… Contributions to Other Agenc… 401-0000-60480 1,643.31 HOME DEPOT CREDIT SERVIC… 217023 POWER TOOL Construction 401-0000-60188 281.63 ROMTEC INC. 217043 FB PARK RESTROOM BUILDING PURCHA… Construction 401-0000-60188 30,384.42 ROMTEC INC. 217043 RESTROOM AND POOL BUILDING PURC… Construction 401-0000-60188 2,658.63 Fund 401 - CAPITAL IMPROVEMENT PROGRAMS Total: 35,252.61 Fund: 501 - FACILITY & FLEET REPLACEMENT
BMW MOTORCYCLES OF RIV… 217006 MOTORCYCLE REPAIR A1155 Motorcycle Repair & Mainte… 501-0000-60679 2,274.38 DANIEL'S TIRE SERVICE, INC. 217012 2017 CHEVY COLORADO VIN H1266558… Vehicle Repair & Maintenan… 501-0000-60676 570.08 HOME DEPOT CREDIT SERVIC… 217023 BALL COUPLER FOR TRAILER Parts, Accessories, and Upfits 501-0000-60675 30.42 INLAND POWER EQUIPMENT… 217026 EQUIPMENT SERVICE Vehicle Repair & Maintenan… 501-0000-60676 152.51 KUSTOM SIGNALS INC 217030 MOTORCYCLE MAINTENANCE SERVICE … Motorcycle Repair & Mainte… 501-0000-60679 236.95 PARADISE CHEVROLET AND … 217040 PURCHASE 2025 CHEVY 2500 SILVERADO… Vehicles, Purchased 501-0000-71031 67,777.36 THE LOCK SHOP, INC 217047 VEHICLE REMOTES & KEYS Vehicle Repair & Maintenan… 501-0000-60676 342.56 Fund 501 - FACILITY & FLEET REPLACEMENT Total: 71,384.26 Fund: 502 - INFORMATION TECHNOLOGY
ANDERSON COMMUNICATI… 217004 05/2025 - STREET RADIO RENTALS Cell/Mobile Phones 502-0000-61301 136.00 Fund 502 - INFORMATION TECHNOLOGY Total: 136.00
Fund: 601 - SILVERROCK RESORT
HOME DEPOT CREDIT SERVIC… 217023 UTILITY KNIFE & SCISSORS Repair & Maintenance 601-0000-60660 48.81 LOWE'S HOME IMPROVEME… 217033 TUBE LIGHTS Repair & Maintenance 601-0000-60660 82.63 LOWE'S HOME IMPROVEME… 217033 TUBE LIGHT BULBS Repair & Maintenance 601-0000-60660 62.00 LOWE'S HOME IMPROVEME… 217033 RECESSED LIGHTS Repair & Maintenance 601-0000-60660 123.95 LOWE'S HOME IMPROVEME… 217033 HEAT SHRINK TUBING Repair & Maintenance 601-0000-60660 28.91 LOWE'S HOME IMPROVEME… 217033 TUBE LIGHT BULBS Repair & Maintenance 601-0000-60660 184.91 Fund 601 - SILVERROCK RESORT Total: 531.21
Grand Total: 321,092.51
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Fund Summary
Fund Expense Amount
101 - GENERAL FUND 129,517.73
201 - GAS TAX FUND 1,240.44
202 - LIBRARY & MUSEUM FUND 10,636.51
215 - LIGHTING & LANDSCAPING FUND 43,956.25
221 - AB 939 - CALRECYCLE FUND 5,320.00
241 - HOUSING AUTHORITY 13,737.50
250 - TRANSPORTATION DIF FUND 4,009.00
251 - PARKS & REC DIF FUND 2,106.00
252 - CIVIC CENTER DIF FUND 1,230.00
253 - LIBRARY DEVELOPMENT DIF 397.00
254 - COMMUNITY & CULTURAL CENTERS DIF 956.00
257 - FIRE PROTECTION DIF 369.00
259 - MAINTENANCE FACILITIES DIF FUND 313.00
401 - CAPITAL IMPROVEMENT PROGRAMS 35,252.61
501 - FACILITY & FLEET REPLACEMENT 71,384.26
502 - INFORMATION TECHNOLOGY 136.00
601 - SILVERROCK RESORT 531.21
Grand Total: 321,092.51
Account Summary
Account Number Account Name Expense Amount
101-0000-20981 United Way Deductions 108.00
101-0000-20985 Garnishments Payable 224.39
101-0000-42400 Building Permits 89.07
101-0000-42404 Miscellaneous Permits 198.50
101-0000-42700 Administrative Citations 550.00
101-1002-60101 Contract Services - Admi… 3,500.00
101-1002-60510 Contingency for Operati… 1,485.00
101-1004-60125 Temporary Agency Servi… 3,136.25
101-1004-60129 Recruiting/Pre-Employm… 453.65
101-1004-60340 Employee Recognition E… 1,294.00
101-1005-60103 Professional Services 5,091.26
101-1006-60106 Auditors 3,060.00
101-1007-60403 Citywide Supplies 154.10
101-2001-60174 Blood/Alcohol Testing 319.00
101-2001-60175 Special Enforcement Fu… 2,762.88
101-2002-60670 Fire Station 338.21
101-2002-60691 Maintenance/Services 302.55
101-2002-61101 Electricity - Utilities 1,558.46
101-2002-61304 Mobile/Cell Phones/Sate… 794.00
101-2002-61400 Cable/Internet - Utilities 314.71
101-3002-60420 Operating Supplies 72.19
101-3003-60149 Community Experiences 95.93
101-3005-60184 Fritz Burns Pool Mainten… 8,183.18
101-3005-60431 Materials/Supplies 451.31
101-3005-60432 Tools/Equipment 968.90
101-3005-60691 Maintenance/Services 4,690.00
101-3005-61102 Electric - Monticello Park… 19.24
101-3005-61103 Electric - Civic Center Pa… 3,819.03
101-3005-61105 Electric - Fritz Burns Park… 945.91
101-3005-61106 Electric - Sports Complex… 3,165.09
101-3005-61109 Electric - Community Par… 6,370.37
101-3005-61110 Electric - Adams Park - Ut… 55.46
101-3005-61111 Electric - Velasco Park - … 20.84
101-3005-61113 Electric - Eisenhower Par… 24.75
101-3005-61114 Electric - Desert Pride - U… 19.24
101-3005-61115 Electric - SilverRock Even… 3,392.83
101-3007-60461 Marketing & Tourism Pr… 11,100.00
101-3008-60431 Materials/Supplies 3,327.53
127 CLICK HERE to Return to Agenda
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6/23/2025 10:42:30 AM Page 6 of 6
Account Summary
Account Number Account Name Expense Amount
101-3008-60432 Tools/Equipment 346.14
101-3008-60667 HVAC 6,781.91
101-3008-61101 Electricity - Utilities 19,783.55
101-3008-61102 Electricity - Charging Stat… 842.62
101-6004-60197 Animal Shelter Contract … 27,814.34
101-6004-60425 Supplies - Field 70.38
101-6006-60420 Operating Supplies 221.00
101-7003-60420 Operating Supplies 974.89
101-7003-60432 Tools/Equipment 187.13
101-7006-60480 Contributions to Other A… 39.94
201-7003-60431 Materials/Supplies 309.89
201-7003-61101 Electricity - Utilities 930.55
202-3004-60667 HVAC 2,268.00
202-3004-60691 Maintenance/Services 1,357.77
202-3004-61101 Electricity - Utilities 5,650.05
202-3006-61101 Electricity - Utilities 1,360.69
215-7004-60104 Consultants 13,321.20
215-7004-60320 Travel & Training 4,500.00
215-7004-60431 Materials/Supplies 9,812.30
215-7004-60691 Maintenance/Services 5,760.00
215-7004-61116 Electric - Utilities 7,386.23
215-7004-61117 Electric - Medians - Utilit… 3,176.52
221-0000-60127 AB 939 Recycling Solutio… 5,320.00
241-9101-60103 Professional Services 8,737.50
241-9101-60106 Auditors 5,000.00
250-0000-43200 Developer Fees 4,009.00
251-0000-43200 Developer Fees 2,106.00
252-0000-43200 Developer Fees 1,230.00
253-0000-43200 Developer Fees 397.00
254-0000-43200 Developer Fees 956.00
257-0000-43200 Developer Fees 369.00
259-0000-43200 Developer Fees 313.00
401-0000-60188 Construction 33,324.68
401-0000-60480 Contributions to Other A… 1,927.93
501-0000-60675 Parts, Accessories, and … 30.42
501-0000-60676 Vehicle Repair & Maint… 1,065.15
501-0000-60679 Motorcycle Repair & Ma… 2,511.33
501-0000-71031 Vehicles, Purchased 67,777.36
502-0000-61301 Cell/Mobile Phones 136.00
601-0000-60660 Repair & Maintenance 531.21
Grand Total: 321,092.51
Project Account Summary
Project Account Key Project Account Name Project Name Expense Amount **None** **None** **None** 261,491.73
201804E Landscape & Lighting Median Islan… Landscape & Lighting Median Island Improvements 4,906.15 202008CB Contribution Expense Avenue 48 Art and Music Line Project 39.94 202102CT Construction Expense Fritz Burns Park Improvements 33,043.05 202205CB Contribution Expense Avenue 50 Widening Improvements (Jeff to Madison) 1,927.93 202328E Citywide Landscape Maintenance … Citywide Landscape Maintenance Srvcs (L&L AD 89-1) 5,760.00 202329E Citywide Lighting Maintenance Srv… Citywide Lighting Maintenance Srvcs (L&L AD 89-1) 4,06.15 202330E Park Landscape Maintenance Servi… Park Landscape Maintenance Services 4,690.00 2425TMICT Construction Expense FY24/25 Traffic Maintenance Improvements 281.63 BDAYE City Picnic & Birthday Celebration … City Picnic & Birthday Celebration 30.93 CONCERTE Concert Expense Master Account for all SRR Concert Series 65.00 STVRE Short Term Vacation Rental Expen… Short Term Vacation Rental Tracking 3,950.00 Grand Total: 321,092.51
*Project codes are generally used to track Capital Improvement Program (CIP) projects, other large public works projects, developer deposits, or city-wide events. Normal operational expenditures are not project coded and, therefore, will report as "none" in this section.
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Demand Register
Packet: APPKT04192 - 06/13/25 DR
Vendor Name Payment Number Description (Item) Account Name Account Number Amount Fund: 101 - GENERAL FUND
BATUTA, DANIELE 228 FY 24/25 WELLNESS DOLLARS REIMB D.… Annual Wellness Dollar Reim… 101-1004-50252 125.00 HUNTER, DOMINIQUE 229 FY 24/25 WELLNESS DOLLARS REIMB D.… Annual Wellness Dollar Reim… 101-1004-50252 200.00 RODRIGUEZ, OLIVIA 230 FY 24/25 WELLNESS DOLLARS REIMB O.… Annual Wellness Dollar Reim… 101-1004-50252 197.90 ALL PRO BEVERAGE INC 217053 COFFEE SUPPLIES FOR LOBBY MACHINE Citywide Supplies 101-1007-60403 698.76 ALTA LANGUAGE SERVICES I… 217054 BILINGUAL TESTING #482 Consultants/Employee Servic… 101-1004-60104 58.00 ANSAFONE CONTACT CENTE… 217055 06/2025 - PM 10 ANSWERING SERVICES PM 10 - Dust Control 101-7006-60146 232.33 BMO FINANCIAL GROUP 217059 DRINKS FOR PW PRESENTATIONS Materials/Supplies 101-3008-60431 45.76 BMO FINANCIAL GROUP 217059 LQ PARK RR HEADRAIL Materials/Supplies 101-3008-60431 558.21 BMO FINANCIAL GROUP 217059 05/07/25 - CONCERT IN THE PARK BEVE… Community Experiences 101-3003-60149 61.60 BMO FINANCIAL GROUP 217059 05/22/25 - CONCERT IN THE PARK LUN… Community Experiences 101-3003-60149 88.41 BMO FINANCIAL GROUP 217059 05/07/25 - CONCERT IN THE PARK LUN… Community Experiences 101-3003-60149 87.96 BMO FINANCIAL GROUP 217059 GENERATORS FOR EVENTS Community Experiences 101-3003-60149 1,086.41 BMO FINANCIAL GROUP 217059 05/6/25 COUNCIL MEETING STAFF DINN… Travel & Training 101-1004-60320 146.42 BMO FINANCIAL GROUP 217059 05/6/25 COUNCIL MEETING STAFF DINN… Travel & Training 101-1004-60320 34.76 BMO FINANCIAL GROUP 217059 5/22/25 DEPT ASSESSMENT UPDATE LU… Travel & Training 101-1006-60320 241.73 BMO FINANCIAL GROUP 217059 FY 23/24 ACR CERTIFICATE REVIEW FEE Subscriptions & Publications 101-1006-60352 530.00 BMO FINANCIAL GROUP 217059 BREAKROOM COFFEE SUPPLIES Citywide Supplies 101-1007-60403 21.82 BMO FINANCIAL GROUP 217059 COFFEE SUPPLIES Citywide Supplies 101-1007-60403 25.51 BMO FINANCIAL GROUP 217059 BREAKROOM SUPPLIES Citywide Supplies 101-1007-60403 26.97 BMO FINANCIAL GROUP 217059 FRONT LOBBY COFFEE SUPPLIES Citywide Supplies 101-1007-60403 134.85 BMO FINANCIAL GROUP 217059 BANK DEPOSIT BAGS Miscellaneous Supplies 101-1007-60405 255.15 BMO FINANCIAL GROUP 217059 POLICE FOOD - BRUCE LEE MEMORIAL LQ Police Volunteers 101-2001-60109 348.00 BMO FINANCIAL GROUP 217059 5/22/25 NEIGHBORHOOD WATCH MEET… LQ Police Volunteers 101-2001-60109 44.43 BMO FINANCIAL GROUP 217059 5/7/25 - FOOD FOR TEAM MEET & GREET LQ Police Volunteers 101-2001-60109 211.98 BMO FINANCIAL GROUP 217059 5/7/25 - SNACKS FOR SET TEAM MEET &… LQ Police Volunteers 101-2001-60109 70.00 BMO FINANCIAL GROUP 217059 SNACKS FOR EM MEETING Travel & Training 101-2002-60320 51.77 BMO FINANCIAL GROUP 217059 EMERGENCY PREPAREDNESS DISASTER … Travel & Training 101-2002-60320 24.95 BMO FINANCIAL GROUP 217059 SNACKS FOR CERT TRAINING 5/2 - 5/4/25 Travel & Training 101-2002-60320 72.52 BMO FINANCIAL GROUP 217059 BUG REPELLENT SUPPLIES Office Supplies 101-2002-60400 78.06 BMO FINANCIAL GROUP 217059 FS#32 POWER SUPPLY Fire Station 101-2002-60670 108.74 BMO FINANCIAL GROUP 217059 WC SUPPLIES/CUPS Operating Supplies 101-3002-60420 196.40 BMO FINANCIAL GROUP 217059 WC GAME SUPPLIES Operating Supplies 101-3002-60420 71.76 BMO FINANCIAL GROUP 217059 WC SUPPLIES Operating Supplies 101-3002-60420 24.75 BMO FINANCIAL GROUP 217059 WC SUPPLIES Operating Supplies 101-3002-60420 82.24 BMO FINANCIAL GROUP 217059 CASE FOR EVENT SOUND SYSTEM Community Experiences 101-3003-60149 60.88 BMO FINANCIAL GROUP 217059 CHRISTMAS LIGHTS Materials/Supplies 101-3005-60431 542.49 BMO FINANCIAL GROUP 217059 05/2025 MAILCHIMP Membership Dues 101-3007-60351 240.00 BMO FINANCIAL GROUP 217059 06/2025 APPLE MUSIC/STORAGE Membership Dues 101-3007-60351 25.95 BMO FINANCIAL GROUP 217059 MOSQUITO ZAPPER LAMP Materials/Supplies 101-3008-60431 211.79 BMO FINANCIAL GROUP 217059 OPERATING SUPPLIES Materials/Supplies 101-3008-60431 58.70 BMO FINANCIAL GROUP 217059 SELF ADHESIVE FURNITURE - BUMPERS Materials/Supplies 101-3008-60431 15.09 BMO FINANCIAL GROUP 217059 OFFICE CHAIRS Materials/Supplies 101-3008-60431 413.22 BMO FINANCIAL GROUP 217059 OPERATING SUPPLIES Materials/Supplies 101-3008-60431 324.67 BMO FINANCIAL GROUP 217059 ROLLING TABLES Materials/Supplies 101-3008-60431 1,957.49 BMO FINANCIAL GROUP 217059 HAND SOAP REFILL/DISPENSER Materials/Supplies 101-3008-60431 547.08 BMO FINANCIAL GROUP 217059 OFFICE SUPPLIES Office Supplies 101-6001-60400 69.09 BMO FINANCIAL GROUP 217059 OFFICE SUPPLIES Office Supplies 101-6001-60400 256.89 BMO FINANCIAL GROUP 217059 CMRTA REGISTRATION J.CISNEROS Travel & Training 101-6004-60320 375.00 BMO FINANCIAL GROUP 217059 CMRTA REGISTRATION N.HUNTER Travel & Training 101-6004-60320 375.00 BMO FINANCIAL GROUP 217059 CAOHC OFFICER TRAINING S.TORRES Travel & Training 101-6004-60320 200.00 BMO FINANCIAL GROUP 217059 CAOHC OFFICER TRAINING J.CISNEROS Travel & Training 101-6004-60320 400.00 BMO FINANCIAL GROUP 217059 OFFICE SUPPLIES Office Supplies 101-6004-60400 17.56 BMO FINANCIAL GROUP 217059 ERGONOMIC CHAIR Office Supplies 101-6004-60400 289.81 129 CLICK HERE to Return to Agenda
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Vendor Name Payment Number Description (Item) Account Name Account Number Amount BMO FINANCIAL GROUP 217059 TABLECLOTHS FOR PUBLIC SAFETY EVEN… Office Supplies 101-6004-60400 32.61 BMO FINANCIAL GROUP 217059 FIELD SUPPLIES FOR CODE OFFICERS Supplies - Field 101-6004-60425 113.19 BMO FINANCIAL GROUP 217059 REFUND HEAVY DUTY BAGS Supplies - Field 101-6004-60425 -16.17 BMO FINANCIAL GROUP 217059 OPERATING SUPPLIES Operating Supplies 101-7003-60420 85.17 BMO FINANCIAL GROUP 217059 OPERATING SUPPLIES Operating Supplies 101-7003-60420 127.29 BMO FINANCIAL GROUP 217059 OPERATING SUPPLIES Operating Supplies 101-7003-60420 67.40 BMO FINANCIAL GROUP 217059 OPERATING SUPPLIES Operating Supplies 101-7003-60420 105.85 BMO FINANCIAL GROUP 217059 A/B DRIVING RECORD REQUEST HISTORY… Consultants/Employee Servic… 101-1004-60104 2.04 BMO FINANCIAL GROUP 217059 5/12/25 INTVW PANEL LUNCH Recruiting/Pre-Employment 101-1004-60129 97.94 BMO FINANCIAL GROUP 217059 05/01/25 - AM TRAINING SNACK Travel & Training 101-1004-60320 18.72 BMO FINANCIAL GROUP 217059 05/01/25 - FALL PROTECTION TRAINING… Travel & Training 101-1004-60320 105.99 BMO FINANCIAL GROUP 217059 CALBO 2025 - TRAINING - A.ORTEGA Travel & Training 101-6006-60320 260.00 BMO FINANCIAL GROUP 217059 WEBINAR TRAINING - E.MOLINA Travel & Training 101-6006-60320 85.00 BMO FINANCIAL GROUP 217059 TRAFFIC CONTROL TRAINING - J.REYES Travel & Training 101-7003-60320 172.50 BMO FINANCIAL GROUP 217059 INTR TO PW TRAINING - D.EASTLICK Travel & Training 101-7003-60320 172.50 BMO FINANCIAL GROUP 217059 MSA TRAINING - D.EASTLICK Travel & Training 101-7003-60320 390.00 BMO FINANCIAL GROUP 217059 PW SPECIALIST TC TRAINING - A.VIRAM… Operating Supplies 101-7003-60420 300.00 BMO FINANCIAL GROUP 217059 PAINT SWATCHES Operating Supplies 101-7003-60420 159.87 BMO FINANCIAL GROUP 217059 SAFETY GEAR Operating Supplies 101-7003-60420 87.42 BMO FINANCIAL GROUP 217059 WATER Operating Supplies 101-7003-60420 36.47 BMO FINANCIAL GROUP 217059 WATER Operating Supplies 101-7003-60420 28.14 BMO FINANCIAL GROUP 217059 TRAILER Tools/Equipment 101-7003-60432 3,329.07 BMO FINANCIAL GROUP 217059 05/20/25 COUNCIL MEETING DINNER Travel & Training 101-1001-60320 173.94 BMO FINANCIAL GROUP 217059 RIVCO EDU STUDENT OF THE YEAR Travel & Training 101-1001-60320 60.00 BMO FINANCIAL GROUP 217059 LEAGUE DINNER - J.PENA Travel & Training 101-1001-60320 60.00 BMO FINANCIAL GROUP 217059 RM CHAMBER LUNCH - S.SANCHEZ Travel & Training 101-1001-60320 65.00 BMO FINANCIAL GROUP 217059 CHAMBER JOINT MIXER Travel & Training 101-1001-60320 60.00 BMO FINANCIAL GROUP 217059 05/28/25 - DESERT UNITED LUNCH S.SA… Travel & Training 101-1001-60320 40.00 BMO FINANCIAL GROUP 217059 05/06/25 - COUNCIL MEETING DINNER Travel & Training 101-1001-60320 293.33 BMO FINANCIAL GROUP 217059 WREATH FOR MEMORIAL DAY Travel & Training 101-1001-60320 41.51 BMO FINANCIAL GROUP 217059 LEAGUE MEETING - D MCGARREY Travel & Training 101-1001-60320 60.00 BMO FINANCIAL GROUP 217059 LEAGUE MEETING - K FITZPATRICK Travel & Training 101-1001-60320 60.00 BMO FINANCIAL GROUP 217059 CHAMBER MIXER - S.SANCHEZ Travel & Training 101-1001-60320 35.00 BMO FINANCIAL GROUP 217059 LEAGUE MEETING - J.MCMILLEN Travel & Training 101-1001-60320 60.00 BMO FINANCIAL GROUP 217059 LEAGUE MEETING - L EVANS Travel & Training 101-1001-60320 60.00 BMO FINANCIAL GROUP 217059 NOTARY TRAINING & SUPPLIES Operating Supplies 101-1005-60420 695.45 BMO FINANCIAL GROUP 217059 M&O OPEN HOUSE LUNCH Employee Recognition Events 101-1004-60340 1,740.00 BMO FINANCIAL GROUP 217059 M&O OPEN HOUSE BREAKFAST Employee Recognition Events 101-1004-60340 880.11 BMO FINANCIAL GROUP 217059 M&O SUPPLIES Travel & Training 101-7003-60320 73.91 BMO FINANCIAL GROUP 217059 2025 MSA CONFRENCE - A.MONTENEG… Travel & Training 101-7003-60320 796.90 BMO FINANCIAL GROUP 217059 DRONE PILOT LICENSE COURSE Travel & Training 101-7003-60320 159.00 BMO FINANCIAL GROUP 217059 2025 OPEN GOV TRAINING PARKING Travel & Training 101-7003-60320 44.00 BMO FINANCIAL GROUP 217059 2025 MSA CONFRENCE - T.ULLOA Travel & Training 101-7003-60320 796.90 BMO FINANCIAL GROUP 217059 M&O SUPPLIES Operating Supplies 101-7003-60420 44.55 BMO FINANCIAL GROUP 217059 M&O SUPPLIES Operating Supplies 101-7003-60420 126.05 BMO FINANCIAL GROUP 217059 06/2025 - APWA LUNCHEON Travel & Training 101-7001-60320 99.74 BMO FINANCIAL GROUP 217059 06/2025 - APWA LUNCHEON Travel & Training 101-7002-60320 105.07 BMO FINANCIAL GROUP 217059 MSA MEMBERSHIP - D EASTLICK Travel & Training 101-7003-60320 92.70 BMO FINANCIAL GROUP 217059 06/2025 - APWA LUNCHEON Travel & Training 101-7006-60320 99.74 CALIFORNIA ASSOCIATION F… 217064 CALED MEMBERSHIP RENEWAL G.VILLA… Membership Dues 101-1002-60351 800.00 CAMARENA, REYNA 217065 FY 24/25 WELLNESS DOLLARS REIMB R.… Annual Wellness Dollar Reim… 101-1004-50252 190.27 CENTRAL COMMUNICATIONS 217066 06/2025 - STVR HOTLINE Professional Services 101-6004-60103 648.00 CHARTER COMMUNICATIONS… 217067 05/24-06/23/25 - FS #93 CABLE (4001) Cable/Internet - Utilities 101-2002-61400 120.02 CHASTAIN, LISA N 217068 FY 24/25 WELLNESS DOLLARS REIMB L.… Annual Wellness Dollar Reim… 101-1004-50252 200.00 COACHELLA VALLEY ASSOC O… 217070 01/2025 - ARTS AND MUSIC LINE SHARE… Contributions to Other Agenc… 101-7006-60480 3,023.62 COACHELLA VALLEY ASSOC O… 217070 03/2025 - ARTS AND MUSIC LINE SHARE… Contributions to Other Agenc… 101-7006-60480 436.77 COACHELLA VALLEY WATER D… 217071 WATER SERVICE Water -Pioneer Park - Utilities 101-3005-61207 868.93 COACHELLA VALLEY WATER D… 217071 WATER SERVICE Water - Utilities 101-2002-61200 143.53 COACHELLA VALLEY WATER D… 217071 WATER SERVICE Water -Eisenhower Park - Util… 101-3005-61203 187.01 COACHELLA VALLEY WATER D… 217071 WATER SERVICE Water -Velasco Park - Utilities 101-3005-61205 127.13 130 CLICK HERE to Return to Agenda
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Vendor Name Payment Number Description (Item) Account Name Account Number Amount COACHELLA VALLEY WATER D… 217071 WATER SERVICE Water -Fritz Burns Park - Utili… 101-3005-61204 2,642.78 COACHELLA VALLEY WATER D… 217071 WATER SERVICE Water - Utilities 101-3008-61200 810.98 DESERT CONCEPTS CONSTR… 217074 ADAMS PARK EQUIPMENT ROOM DOOR… Supplies-Graffiti and Vandali… 101-3005-60423 5,450.00 DESERT CONCEPTS CONSTR… 217074 05/30/25 - WC GROUND COVER INSTAL… Maintenance/Services 101-3005-60691 1,440.00 DESERT CONCEPTS CONSTR… 217074 05/27-05/30/25 CIVIC CENTER LANDSC… Maintenance/Services 101-3005-60691 5,760.00 DESERT FIRE EXTINGUISHER … 217075 CITY BUILDINGS FIRE EXTINGUISHER MA… Annual Permits/Inspections 101-3008-60196 1,072.88 DESERT FIRE EXTINGUISHER … 217075 PW YARD FIRE EXTINGUISHERS MAINTE… Annual Permits/Inspections 101-3008-60196 443.26 DESERT SANDS UNIFIED SCH… 217076 01/09-02/05/25 - BP #8 SCHOOL RESOU… School Officer 101-2001-60168 12,587.39 DESERT TREE SPRAYING 217077 FIREANT TREATMENT SPORT COMPLEX Maintenance/Services 101-3005-60691 450.00 DESERT TREE SPRAYING 217077 FIREANT TREATMENT AT LQ PARK Maintenance/Services 101-3005-60691 450.00 DESERT TREE SPRAYING 217077 FIREANT TREATMENT AT PAIGE FIELDS &… Maintenance/Services 101-3005-60691 450.00 EWING IRRIGATION PRODUC… 217079 SUN HATS Safety Gear 101-3005-60427 130.39 FIRST CHOICE A/C & HEATING… 217080 CH HVAC DIAGNOSTIC ANALYSIS HVAC 101-3008-60667 79.00 FIRST CHOICE A/C & HEATING… 217080 IT SERVER ROOM HVAC MAINTENANCE HVAC 101-3008-60667 2,750.00 FIRST CHOICE A/C & HEATING… 217080 CITY HALL HVAC REPAIRS CONDENSER … HVAC 101-3008-60667 9,408.00 FOSTER, ROCIO 217081 NOTARY FEES REIMBURSEMENT R.FOST… Special Enforcement Funds 101-2001-60175 230.04 FRANCHISE TAX BOARD 217082 GARNISHMENT Garnishments Payable 101-0000-20985 224.39 FRONTIER COMMUNICATIO… 217083 05/26-06/25/25 - POLICE INTERNET Cable/Internet - Utilities 101-2001-61400 535.68 GOVOS, INC. 217084 CONTINGENCY PROFESSIONAL SERVICE … Professional Services 101-1005-60103 1,800.00 IMPERIAL IRRIGATION DIST 217085 ELECTRICITY SERVICE Electricity - Utilities 101-2002-61101 1,424.41 IMPERIAL IRRIGATION DIST 217085 ELECTRICITY SERVICE Electric - Colonel Paige - Utilit… 101-3005-61108 557.45 LA QUINTA ROTARY CLUB OF… 217087 GARY POWERS EVENT S.SANCHEZ Travel & Training 101-1001-60320 50.00 LANCE, SOLL, & LUNGHARD L… 217088 05/2025 ONSITE DEPARTMENT ASSESS… Professional Services 101-1006-60103 4,000.00 MCDOWELL AWARDS 217091 PLAQUE FOR VOGTS & CELLI Materials/Supplies 101-3005-60431 59.81 MCDOWELL AWARDS 217091 NAMES PLATES FOR FIRE DEPT Office Supplies 101-2002-60400 57.09 MCDOWELL AWARDS 217091 NAMES PLATES FOR CODE DEPT Office Supplies 101-6004-60400 209.35 MERCHANTS BUILDING MAI… 217092 05/2025 - CITYWIDE JANITORIAL SERVIC… Janitorial 101-3008-60115 15,833.98 OCEAN SPRINGS TECH INC 217094 BACKWASH VALVE PREVENTATIVE MAI… Fritz Burns Pool Maintenance 101-3005-60184 190.00 OCEAN SPRINGS TECH INC 217094 FB POOL HANDRAIL COVER REPLACEME… Fritz Burns Pool Maintenance 101-3005-60184 199.72 ODP BUSINESS SOLUTIONS, L… 217095 STAPLER & STAPLES Office Supplies 101-1006-60400 105.67 ODP BUSINESS SOLUTIONS, L… 217095 RETURN STAPLER Office Supplies 101-1006-60400 -91.00 PACIFIC WEST AIR CONDITIO… 217096 CH HVAC REPAIRS HVAC 101-3008-60667 945.00 PVP COMMUNICATIONS INC 217097 HELMET COMMUNICATIONS KIT Special Enforcement Funds 101-2001-60175 2,965.61 PYE BARKER 217098 04/01-06/30/25 - ALARM MONITORING … Security & Alarm 101-3008-60123 894.19 PYE BARKER 217098 04/01-06/30/25 - FIRE ALARM MONITOR… Fire Station 101-2002-60670 465.63 PYE BARKER 217098 04/01-06/30/25 - FIRE ALARM MONITOR… Security & Alarm 101-3008-60123 465.62 RASA/ERIC NELSON 217100 PMER 2025-0001 ONCALL MAP CHECKI… Map/Plan Checking 101-7002-60183 650.00 RASA/ERIC NELSON 217100 COCO 2025-0002 ONCALL MAP CHECKI… Map/Plan Checking 101-7002-60183 700.00 RASA/ERIC NELSON 217100 LLA 2025-0001 ONCALL MAP CHECKING … Map/Plan Checking 101-7002-60183 780.00 SIGNATURE TINT 217103 PARKING SIGNS Materials/Supplies 101-3005-60431 293.63 SMART & FINAL 217104 SNACKS FOR DE-ESCALATION TRAINNG Travel & Training 101-1004-60320 56.90 SOUTHWEST BOULDER & ST… 217105 PARKS HARDSCAPE MATERIAL Materials/Supplies 101-3005-60431 735.20 SOUTHWEST BOULDER & ST… 217105 PARKS HARDSCAPE MATERIAL Materials/Supplies 101-3005-60431 733.94 SOUTHWEST BOULDER & ST… 217105 CRUSHED ROCK FOR GRAVEL PROGRAM Lot Cleaning/Gravel Program 101-6004-60120 924.20 SOUTHWEST BOULDER & ST… 217105 PARKS HARDSCAPE MATERIAL Materials/Supplies 101-3005-60431 602.56 STAPLES ADVANTAGE 217106 FRAMES FOR RECOGNITION CERTIFICAT… Office Supplies 101-7001-60400 36.38 STAPLES ADVANTAGE 217106 OFFICE SUPPLIES Office Supplies 101-1006-60400 165.32 STATE CONTROLLER'S OFFICE 217107 FY 24/25 FTB OFFSETS Administrative Citation Servi… 101-6004-60111 62.55 THE SHERWIN-WILLIAMS CO. 217108 PAINT Operating Supplies 101-7003-60420 117.67 TRI-STATE MATERIALS INC 217109 HARDSCAPE MATERIALS Materials/Supplies 101-3005-60431 404.77 UNITED WAY OF THE DESERT 217111 CONTRIBUTION United Way Deductions 101-0000-20981 108.00 VERIZON WIRELESS 217113 04/26-05/25/25 - LQPD CELLS (6852) Telephone - Utilities 101-2001-61300 888.90 VINTAGE E & S INC 217114 5/22-5/27/25 CIVIC PARK PERMA POST … Maintenance/Services 101-3005-60691 7,915.87 VINTAGE E & S INC 217114 05/28/25 - CIVIC PARK PERMA POST OU… Maintenance/Services 101-3005-60691 5,124.08 Fund 101 - GENERAL FUND Total: 127,300.33
Fund: 201 - GAS TAX FUND
BMO FINANCIAL GROUP 217059 COFFEE SUPPLIES Materials/Supplies 201-7003-60431 17.96 BMO FINANCIAL GROUP 217059 M&O SUPPLIES Materials/Supplies 201-7003-60431 202.52 UNDERGROUND SERVICE AL… 217110 06/01/25 DIG ALERT SERVICES Materials/Supplies 201-7003-60431 56.25 Fund 201 - GAS TAX FUND Total: 276.73
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Vendor Name Payment Number Description (Item) Account Name Account Number Amount Fund: 202 - LIBRARY & MUSEUM FUND
DESERT FIRE EXTINGUISHER … 217075 MUSEUM FIRE EXTINGUISHER MAINTE… Fire Extinguisher Service 202-3006-60664 201.52 DESERT FIRE EXTINGUISHER … 217075 LIBRARY FIRE EXTINGUISHER MAINTEN… Fire Extinguisher Service 202-3004-60664 187.83 MERCHANTS BUILDING MAI… 217092 05/2025 - CITYWIDE JANITORIAL SERVIC… Janitorial 202-3004-60115 3,264.32 MERCHANTS BUILDING MAI… 217092 05/2025 - CITYWIDE JANITORIAL SERVIC… Janitorial 202-3006-60115 989.54 PYE BARKER 217098 04/01-06/30/25 - ALARM MONITORING … Security & Alarm 202-3004-60123 149.04 PYE BARKER 217098 04/01-06/30/25 - ALARM MONITORING … Security & Alarm 202-3006-60123 298.07 PYE BARKER 217098 04/01-06/30/25 - FIRE ALARM MONITOR… Security & Alarm 202-3004-60123 232.82 PYE BARKER 217098 04/01-06/30/25 - FIRE ALARM MONITOR… Security & Alarm 202-3006-60123 232.82 Fund 202 - LIBRARY & MUSEUM FUND Total: 5,555.96
Fund: 215 - LIGHTING & LANDSCAPING FUND
TELLEZ-SANCHEZ, BENJAMIN 231 FY 24/25 SAFETY BOOTS B.TELLEZ Safety Gear 215-7004-60427 260.95 ARBORPRO INC 217056 PALM TREE ABORIST SERVICES Tree Maintenance/Palm Trees 215-7004-60673 3,900.00 ARBORPRO INC 217056 PALM TREE ABORIST SERVICES Tree Maintenance/Palm Trees 215-7004-60673 13,980.00 ARBORPRO INC 217056 PALM TREE ABORIST SERVICES Tree Maintenance/Palm Trees 215-7004-60673 1,000.00 ARBORPRO INC 217056 PALM TREE ABORIST SERVICES Tree Maintenance/Palm Trees 215-7004-60673 1,100.00 BMO FINANCIAL GROUP 217059 SAFETY GEAR Supplies-Graffiti and Vandali… 215-7004-60423 58.04 COACHELLA VALLEY WATER D… 217071 WATER SERVICE Water - Medians - Utilities 215-7004-61211 2,090.82 COACHELLA VALLEY WATER D… 217071 WATER SERVICE Water - Medians - Utilities 215-7004-61211 8,161.01 DESERT CONCEPTS CONSTR… 217074 JEFFERSON MONUMENT EMERGENCY E… Supplies-Graffiti and Vandali… 215-7004-60423 13,950.00 EWING IRRIGATION PRODUC… 217079 IRRIGATION PARTS Materials/Supplies 215-7004-60431 1,630.27 IMPERIAL IRRIGATION DIST 217085 ELECTRICITY SERVICE Electric - Utilities 215-7004-61116 85.80 IMPERIAL IRRIGATION DIST 217085 ELECTRICITY SERVICE Electric - Utilities 215-7004-61116 160.60 MAINTENANCE SUPERINTEN… 217090 MSA NPDES TRAINING D.HANSEN Travel & Training 215-7004-60320 150.00 RED TERRA NURSERY, LLC 217101 PLANTS Materials/Supplies 215-7004-60431 2,088.00 TRI-STATE MATERIALS INC 217109 HARDSCAPE MATERIALS Materials/Supplies 215-7004-60431 9,564.50 TRI-STATE MATERIALS INC 217109 HARDSCAPE MATERIALS Materials/Supplies 215-7004-60431 1,203.47 TRI-STATE MATERIALS INC 217109 HARDSCAPE MATERIALS Materials/Supplies 215-7004-60431 2,586.27 TRI-STATE MATERIALS INC 217109 HARDSCAPE MATERIALS Materials/Supplies 215-7004-60431 3,942.08 TRI-STATE MATERIALS INC 217109 HARDSCAPE MATERIALS Materials/Supplies 215-7004-60431 1,210.47 TRI-STATE MATERIALS INC 217109 HARDSCAPE MATERIALS Materials/Supplies 215-7004-60431 2,586.27 VINTAGE E & S INC 217114 06/04-06/05/25 - AVE 52 MEDIAN LIGHT… Maintenance/Services 215-7004-60691 2,613.59 Fund 215 - LIGHTING & LANDSCAPING FUND Total: 72,322.14 Fund: 241 - HOUSING AUTHORITY
BMO FINANCIAL GROUP 217059 NOTARY RENEWAL L.MCGINLEY Travel & Training 241-9101-60320 687.79 Fund 241 - HOUSING AUTHORITY Total: 687.79
Fund: 247 - ECONOMIC DEVELOPMENT FUND
BMO FINANCIAL GROUP 217059 CLASS ENROLLMENT - L.MCGINLEY Travel & Training 247-0000-60320 950.00 BMO FINANCIAL GROUP 217059 CLASS ENROLLMENT - D.KINLEY Travel & Training 247-0000-60320 950.00 BMO FINANCIAL GROUP 217059 MARKETING VIDEOS Marketing & Tourism Promot… 247-0000-60461 68.50 BMO FINANCIAL GROUP 217059 MARKETING VIDEOS - LUNCH Marketing & Tourism Promot… 247-0000-60461 235.32 Fund 247 - ECONOMIC DEVELOPMENT FUND Total: 2,203.82
Fund: 401 - CAPITAL IMPROVEMENT PROGRAMS
BENGAL ENGINEERING INC 217058 04/2025 DUNE PALMS BRIDGE LOW WA… Design 401-0000-60185 3,686.62 JSL ARCHITECTURE, INC. 217086 M&O YARD DESIGN Design 401-0000-60185 57,775.75 NAI CONSULTING INC 217093 05/2025 CITYWIDE DOG PARK IMPROV… Professional Services 401-0000-60103 390.00 NAI CONSULTING INC 217093 05/2025 AVE 58 PAVEMENT REHAB JEFF… Professional Services 401-0000-60103 11,366.50 NAI CONSULTING INC 217093 05/2025 COVE AREA SLURRY SEAL IMP… Professional Services 401-0000-60103 1,987.50 NAI CONSULTING INC 217093 05/2025 MISC RETENTION BASIN IMPR… Professional Services 401-0000-60103 585.00 NAI CONSULTING INC 217093 05/2025 CITY HALL DRAINAGE IMPROV… Professional Services 401-0000-60103 290.00 NAI CONSULTING INC 217093 05/2025 WASH STREET CONNECTOR AR… Professional Services 401-0000-60103 1,887.50 NAI CONSULTING INC 217093 05/2025 VILLAGE ART/CULTURAL PLAZA Professional Services 401-0000-60103 1,403.00 NAI CONSULTING INC 217093 05/2025 AVE 52 JEFFERSON ST ROUND… Professional Services 401-0000-60103 875.00 NAI CONSULTING INC 217093 05/2025 CITYWIDE ADA MISC IMPROV… Professional Services 401-0000-60103 2,187.50 NAI CONSULTING INC 217093 05/2025 HIGHWAY 111 CORRIDOR Professional Services 401-0000-60103 427.50 NAI CONSULTING INC 217093 05/2025 WASHINGTON ST SIDEWALK I… Professional Services 401-0000-60103 1,150.00 NAI CONSULTING INC 217093 05/2025 DUNE PALMS BRIDGE IMPROV… Professional Services 401-0000-60103 2,621.00 NAI CONSULTING INC 217093 05/2025 BPMP BRIDGE PREVENTATIVE … Professional Services 401-0000-60103 63.50 NAI CONSULTING INC 217093 05/2025 MAINTENANCE AND OPERATI… Professional Services 401-0000-60103 2,325.00 132 CLICK HERE to Return to Agenda
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Vendor Name Payment Number Description (Item) Account Name Account Number Amount NAI CONSULTING INC 217093 05/2025 FRITZ BURNS PARK IMPROVEM… Professional Services 401-0000-60103 5,977.00 NAI CONSULTING INC 217093 05/2025 AVENUE 48 ART AND MUSIC L… Professional Services 401-0000-60103 585.00 NAI CONSULTING INC 217093 05/2025 CAMERAS PHASE II Professional Services 401-0000-60103 780.00 NAI CONSULTING INC 217093 05/2025 AVE 50 BRIDGE Professional Services 401-0000-60103 1,670.00 NAI CONSULTING INC 217093 05/2025 AVENUE 52 MONROE STREET (… Professional Services 401-0000-60103 1,331.00 NAI CONSULTING INC 217093 05/2025 AVENUE 50 WIDENING IMPRO… Professional Services 401-0000-60103 47.50 NAI CONSULTING INC 217093 05/2025 - HIGHWAY 111 REHAB Professional Services 401-0000-60103 6,931.50 Fund 401 - CAPITAL IMPROVEMENT PROGRAMS Total: 106,343.37 Fund: 501 - FACILITY & FLEET REPLACEMENT
AUTOZONE 217057 VEHICLE AIR FILTERS Parts, Accessories, and Upfits 501-0000-60675 224.46 AUTOZONE 217057 VEHICLE WIPER BLADES Parts, Accessories, and Upfits 501-0000-60675 127.85 BMO FINANCIAL GROUP 217059 VEHICLE REG RENEWAL VIN #464032 Vehicle Repair & Maintenan… 501-0000-60676 55.05 CHEVROLET CADILLAC 217069 22 CHEVY SILVERADO VIN F182277 REPA… Vehicle Repair & Maintenan… 501-0000-60676 2,868.13 CHEVROLET CADILLAC 217069 22 CHEVY SILVERADO VIN F265472 MAI… Vehicle Repair & Maintenan… 501-0000-60676 106.29 CHEVROLET CADILLAC 217069 22 CHEVY EQUINOX VIN L181411 MAIN… Vehicle Repair & Maintenan… 501-0000-60676 482.47 CHEVROLET CADILLAC 217069 22 CHEVY SILVERADO VIN F182137 MAI… Vehicle Repair & Maintenan… 501-0000-60676 106.29 DANIEL'S TIRE SERVICE, INC. 217072 22 NISSAN FRONTIER MAINTENANCE Vehicle Repair & Maintenan… 501-0000-60676 288.52 DESERT FIRE EXTINGUISHER … 217075 CITY VEHICLES FIRE EXTINGUISHER MAI… Vehicle Repair & Maintenan… 501-0000-60676 951.14 M & A AUTO CAR WASH DET… 217089 CHEVY COLORADO INTERIOR DETAIL & … Vehicle Repair & Maintenan… 501-0000-60676 165.00 QUINN COMPANY 217099 SKID STEER REPAIR Vehicle Repair & Maintenan… 501-0000-60676 2,537.99 S&D CARWASH MANAGEME… 217102 05/2025 - CAR WASH MEMBERSHIP Vehicle Repair & Maintenan… 501-0000-60676 779.61 Fund 501 - FACILITY & FLEET REPLACEMENT Total: 8,692.80 Fund: 502 - INFORMATION TECHNOLOGY
BMO FINANCIAL GROUP 217059 06/2025 - EMAIL PROTECTION SOFTWA… Software Licenses 502-0000-60301 499.00 BMO FINANCIAL GROUP 217059 CITY WEBSITE DOMAIN RENEWAL Software Licenses 502-0000-60301 475.38 BMO FINANCIAL GROUP 217059 MOBILE SVC MGNT 05/28 - 06/28/25 Software Licenses 502-0000-60301 400.00 BMO FINANCIAL GROUP 217059 25/26 RING SUSCRIPTION Software Licenses 502-0000-60301 99.98 BMO FINANCIAL GROUP 217059 05/07 - 05/28/25 - MGNT SVC UPGRADE Software Licenses 502-0000-60301 53.20 BMO FINANCIAL GROUP 217059 OPERATING SUPPLIES Operating Supplies 502-0000-60420 91.32 BMO FINANCIAL GROUP 217059 IT STOCK SUPPLIES Operating Supplies 502-0000-60420 86.95 BMO FINANCIAL GROUP 217059 IT STOCK SUPPLIES Operating Supplies 502-0000-60420 167.37 BMO FINANCIAL GROUP 217059 IT STOCK SUPPLIES Operating Supplies 502-0000-60420 440.02 BMO FINANCIAL GROUP 217059 IT STOCK SUPPLIES Operating Supplies 502-0000-60420 38.37 BMO FINANCIAL GROUP 217059 COFFEE MACHINE SUPPLIES Operating Supplies 502-0000-60420 24.99 BMO FINANCIAL GROUP 217059 06/2025 HULU SUBSCRIPTION Cable/Internet - Utilities 502-0000-61400 87.99 BMO FINANCIAL GROUP 217059 IT STOCK SUPPLIES Machinery & Equipment 502-0000-80100 254.48 BMO FINANCIAL GROUP 217059 ASSISTANCE TOOL FOR PRESENTATIONS Software Licenses 502-0000-60301 180.00 BMO FINANCIAL GROUP 217059 EXTERNAL STORAGE FOR MARKETING Operating Supplies 502-0000-60420 597.04 BMO FINANCIAL GROUP 217059 MARKETING OPERATING SUPPLIES Operating Supplies 502-0000-60420 814.49 CHARTER COMMUNICATIONS… 217067 05/21-06/20/25 - WC FIBER CONNECT P… Cable/Internet - Utilities 502-0000-61400 914.15 DELL MARKETING LP 217073 07/01/25-03/31/26 MICROSOFT OFFICE… Prepaid Expense 502-0000-13600 25,055.10 DELL MARKETING LP 217073 04/01-06/30/25 MICROSOFT OFFICE 365… Software Licenses 502-0000-60301 8,351.70 FRONTIER COMMUNICATIO… 217083 05/25-06/24/25 - CH INTERNET Cable/Internet - Utilities 502-0000-61400 132.13 FRONTIER COMMUNICATIO… 217083 05/27-06/26/25 - BLACKHAWK/LQ PARK… Cable/Internet - Utilities 502-0000-61400 116.47 Fund 502 - INFORMATION TECHNOLOGY Total: 38,880.13
Fund: 503 - PARK EQUIP & FACILITY FUND
DESERT CONCEPTS CONSTR… 217074 SPORTS COMPLEX FENCING REPAIR Parks 503-0000-71060 14,950.00 VARIABLE SPEED SOLUTIONS … 217112 CIVIC CENTER LAKE PUMP REPLACEMENT Parks 503-0000-71060 43,554.00 Fund 503 - PARK EQUIP & FACILITY FUND Total: 58,504.00
Fund: 504 - INSURANCE FUND
BMO FINANCIAL GROUP 217059 SAFETY SUPPLIES Operating Supplies 504-1010-60420 359.49 BMO FINANCIAL GROUP 217059 SAFETY SUPPLIES Operating Supplies 504-1010-60420 92.95 BMO FINANCIAL GROUP 217059 SAFETY SUPPLIES Operating Supplies 504-1010-60420 39.16 ERGO SOLUTION, INC. 217078 SHARED WORKSPACE ERGO EVALUATION Operating Supplies 504-1010-60420 350.00 Fund 504 - INSURANCE FUND Total: 841.60
Grand Total: 421,608.67
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Fund Summary
Fund Expense Amount
101 - GENERAL FUND 127,300.33
201 - GAS TAX FUND 276.73
202 - LIBRARY & MUSEUM FUND 5,555.96
215 - LIGHTING & LANDSCAPING FUND 72,322.14
241 - HOUSING AUTHORITY 687.79
247 - ECONOMIC DEVELOPMENT FUND 2,203.82
401 - CAPITAL IMPROVEMENT PROGRAMS 106,343.37
501 - FACILITY & FLEET REPLACEMENT 8,692.80
502 - INFORMATION TECHNOLOGY 38,880.13
503 - PARK EQUIP & FACILITY FUND 58,504.00
504 - INSURANCE FUND 841.60
Grand Total: 421,608.67
Account Summary
Account Number Account Name Expense Amount
101-0000-20981 United Way Deductions 108.00
101-0000-20985 Garnishments Payable 224.39
101-1001-60320 Travel & Training 1,118.78
101-1002-60351 Membership Dues 800.00
101-1004-50252 Annual Wellness Dollar … 913.17
101-1004-60104 Consultants/Employee S… 60.04
101-1004-60129 Recruiting/Pre-Employm… 97.94
101-1004-60320 Travel & Training 362.79
101-1004-60340 Employee Recognition E… 2,620.11
101-1005-60103 Professional Services 1,800.00
101-1005-60420 Operating Supplies 695.45
101-1006-60103 Professional Services 4,000.00
101-1006-60320 Travel & Training 241.73
101-1006-60352 Subscriptions & Publicat… 530.00
101-1006-60400 Office Supplies 179.99
101-1007-60403 Citywide Supplies 907.91
101-1007-60405 Miscellaneous Supplies 255.15
101-2001-60109 LQ Police Volunteers 674.41
101-2001-60168 School Officer 12,587.39
101-2001-60175 Special Enforcement Fu… 3,195.65
101-2001-61300 Telephone - Utilities 888.90
101-2001-61400 Cable/Internet - Utilities 535.68
101-2002-60320 Travel & Training 149.24
101-2002-60400 Office Supplies 135.15
101-2002-60670 Fire Station 574.37
101-2002-61101 Electricity - Utilities 1,424.41
101-2002-61200 Water - Utilities 143.53
101-2002-61400 Cable/Internet - Utilities 120.02
101-3002-60420 Operating Supplies 375.15
101-3003-60149 Community Experiences 1,385.26
101-3005-60184 Fritz Burns Pool Mainten… 389.72
101-3005-60423 Supplies-Graffiti and Va… 5,450.00
101-3005-60427 Safety Gear 130.39
101-3005-60431 Materials/Supplies 3,372.40
101-3005-60691 Maintenance/Services 21,589.95
101-3005-61108 Electric - Colonel Paige -… 557.45
101-3005-61203 Water -Eisenhower Park … 187.01
101-3005-61204 Water -Fritz Burns Park -… 2,642.78
101-3005-61205 Water -Velasco Park - Uti… 127.13
101-3005-61207 Water -Pioneer Park - Uti… 868.93
101-3007-60351 Membership Dues 265.95
101-3008-60115 Janitorial 15,833.98
101-3008-60123 Security & Alarm 1,359.81
101-3008-60196 Annual Permits/Inspecti… 1,516.14
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Account Summary
Account Number Account Name Expense Amount
101-3008-60431 Materials/Supplies 4,132.01
101-3008-60667 HVAC 13,182.00
101-3008-61200 Water - Utilities 810.98
101-6001-60400 Office Supplies 325.98
101-6004-60103 Professional Services 648.00
101-6004-60111 Administrative Citation … 62.55
101-6004-60120 Lot Cleaning/Gravel Prog… 924.20
101-6004-60320 Travel & Training 1,350.00
101-6004-60400 Office Supplies 549.33
101-6004-60425 Supplies - Field 97.02
101-6006-60320 Travel & Training 345.00
101-7001-60320 Travel & Training 99.74
101-7001-60400 Office Supplies 36.38
101-7002-60183 Map/Plan Checking 2,130.00
101-7002-60320 Travel & Training 105.07
101-7003-60320 Travel & Training 2,698.41
101-7003-60420 Operating Supplies 1,285.88
101-7003-60432 Tools/Equipment 3,329.07
101-7006-60146 PM 10 - Dust Control 232.33
101-7006-60320 Travel & Training 99.74
101-7006-60480 Contributions to Other A… 3,460.39
201-7003-60431 Materials/Supplies 276.73
202-3004-60115 Janitorial 3,264.32
202-3004-60123 Security & Alarm 381.86
202-3004-60664 Fire Extinguisher Service 187.83
202-3006-60115 Janitorial 989.54
202-3006-60123 Security & Alarm 530.89
202-3006-60664 Fire Extinguisher Service 201.52
215-7004-60320 Travel & Training 150.00
215-7004-60423 Supplies-Graffiti and Va… 14,008.04
215-7004-60427 Safety Gear 260.95
215-7004-60431 Materials/Supplies 24,811.33
215-7004-60673 Tree Maintenance/Palm … 19,980.00
215-7004-60691 Maintenance/Services 2,613.59
215-7004-61116 Electric - Utilities 246.40
215-7004-61211 Water - Medians - Utiliti… 10,251.83
241-9101-60320 Travel & Training 687.79
247-0000-60320 Travel & Training 1,900.00
247-0000-60461 Marketing & Tourism Pr… 303.82
401-0000-60103 Professional Services 44,881.00
401-0000-60185 Design 61,462.37
501-0000-60675 Parts, Accessories, and … 352.31
501-0000-60676 Vehicle Repair & Maint… 8,340.49
502-0000-13600 Prepaid Expense 25,055.10
502-0000-60301 Software Licenses 10,059.26
502-0000-60420 Operating Supplies 2,260.55
502-0000-61400 Cable/Internet - Utilities 1,250.74
502-0000-80100 Machinery & Equipment 254.48
503-0000-71060 Parks 58,504.00
504-1010-60420 Operating Supplies 841.60
Grand Total: 421,608.67
Project Account Summary
Project Account Key Project Account Name Project Name Expense Amount **None** **None** **None** 174,289.92
111205D Design Expense Dune Palms Bridge Imp/BRLKS-5433(014) 3,686.62 111205P Professional Expense Dune Palms Bridge Imp/BRLKS-5433(014) 2,621.00 201804E Landscape & Lighting Median Islan… Landscape & Lighting Median Island Improvements 27,424.92 135 CLICK HERE to Return to Agenda
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Project Account Summary
Project Account Key Project Account Name Project Name Expense Amount 201805D Design Expense Corporate Yard Admin Offices & Crew Quarters 57,775.75 201805P Professional Expense Corporate Yard Admin Offices & Crew Quarters2,325.00 201901P Professional Expense Village Art Plaza Promenade & Cultural Campus 1,403.00 201902P Professional Expense Avenue 50 Bridge Spanning the Evacuation Channel 1,670.00 201905P Professional Expense Highway 111 Corridor Area Plan Implementation427.50 202008CB Contribution Expense Avenue 48 Art and Music Line Project 3,460.39 202008P Professional Expense Avenue 48 Art and Music Line Project 585.00 202102P Professional Expense Fritz Burns Park Improvements 5,977.00 202205P Professional Expense Avenue 50 Widening Improvements (Jeff to Madison) 47.50 202212P Professional Expense Phase II Camera System 780.00 202216E General PW Maint - Desert Concep… General PW Maintenance - Desert Concepts34,350.00 202225P Professional Expense Highway 111 Rehabilitation Project 6,931.50 202301P Professional Expense Miles Avenue Pavement Rehab 11,366.50 202302P Professional Expense Avenue 52 Monroe Street 1,331.00 202303P Professional Expense Washington St Sidewalk Imp (Ave 50 to CalleTamp) 1,150.00 202309P Professional Expense Washington Street Connector to Art and Music Line 1,887.50 202328E Citywide Landscape Maintenance … Citywide Landscape Maintenance Srvcs (L&L AD 89-1) 20,273.63 202330E Park Landscape Maintenance Servi… Park Landscape Maintenance Services 11,026.47 202333P Professional Expense Bridge Preventative Maint Program 63.50 202335P Eisenhower Retention Basin Slope… Miscellaneous Retention Basin Improvements 585.00 202403P Professional Expense Cove Area Slurry Seal Improvements Phase 11,987.50 202404P Professional Expense City Hall Drainage Improvements 290.00 202405P Professional Expense Citywide Miscellaneous ADA Improvements 2,187.50 202407P Professional Expense Citywide Dog Park Improvements 390.00 202410P Professional Expense Aveue 52 at Jefferson Street Roundabout Improvemen 875.00 202416E Civic Center Lake Pump Replacem… Civic Center Lake Pump Replacement 43,554.00 CONCERTE Concert Expense Master Account for all SRR Concert Series 237.97 STVRE Short Term Vacation Rental Expen… Short Term Vacation Rental Tracking 648.00 Grand Total: 421,608.67
*Project codes are generally used to track Capital Improvement Program (CIP) projects, other large public works projects, developer deposits, or city-wide events. Normal operational expenditures are not project coded and, therefore, will report as "none" in this section.
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City of La Quinta
Bank Transactions 06/02/2025-06/13/2025
Wire Transaction
Listed below are the wire transfers from 06/02/2025-06/13/2025.

Wire Transfers:
06/05/2025 - WIRE TRANSFER - LANDMARK $146,471.62
06/06/2025 - WIRE TRANSFER - LQCEA $583.00
06/06/2025 - WIRE TRANSFER - MISSION SQUARE $4,105.00
06/06/2025 - WIRE TRANSFER - MISSION SQUARE $15,927.16
06/09/2025 - WIRE TRANSFER - CALPERS $7,779.36
06/09/2025 - WIRE TRANSFER - CALPERS $15,430.49
06/09/2025 - WIRE TRANSFER - CALPERS $36,665.82
06/09/2025 - WIRE TRANSFER - CALPERS $161,724.13
06/10/2025 - WIRE TRANSFER - STERLING $1,426.45
06/10/2025 - WIRE TRANSFER - STANDARD OF OREGON $1,899.04 06/10/2025 - WIRE TRANSFER - SILVERROCK PHASE 1 LLC(1) $629,772.27 06/11/2025 - WIRE TRANSFER - US BANK $2,000,000.00
06/11/2025 - WIRE TRANSFER - J&H ASSET PROPERTY MANAGEMENT, INC. $38,187.57 TOTAL WIRE TRANSFERS OUT $3,059,971.91
(1)These funds represent a loan under the Debtor-in-Possession (DIP) financing. This disbursement does not reflect the City financing of construction or development at SilverRock.

ATTACHMENT 2
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City of La Quinta
CITY COUNCIL MEETING: July 1, 2025

STAFF REPORT
AGENDA TITLE: APPROVE CANCELLING THE REGULAR CITY COUNCIL MEETINGS OF AUGUST 19 AND SEPTEMBER 2, 2025

RECOMMENDATION
Approve cancelling the regular City Council meetings of August 19 and September 2, 2025.

EXECUTIVE SUMMARY
 Council traditionally modifies its meeting schedule during summer months if there are no known time-sensitive matters requiring Council action.  Advance notice of cancelled meetings allows Councilmembers, staff, and the public to properly plan for deadlines and workflow.

FISCAL IMPACT
There would be a cost savings consisting of the time and materials associated with production of agenda packets.

BACKGROUND/ANALYSIS
The City Manager and Executive Team have reviewed the items requiring Council consideration, and all matters that require Council review have been scheduled for the July 15 and August 5, 2025 meetings.

The recommended summer meeting schedule is as follows:
 July 15 regular meeting
 August 5 regular meeting
 August 19 CANCELLED
 September 2 CANCELLED
 September 16 regular meeting
Should a pressing situation or matter require Council direction or action before the next regular meeting, a special meeting will be called.

ALTERNATIVES
Council may select alternate dates for cancelled meetings, cancel only one meeting, cancel two meetings, or cancel no meetings.

Prepared by: Olivia Rodriguez, Deputy City Clerk
Approved by: Monika Radeva, City Clerk
BUSINESS SESSION ITEM NO. 1
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City of La Quinta
CITY COUNCIL MEETING: July 1, 2025

STAFF REPORT
AGENDA TITLE: APPROVE CITY HALL MURAL DESIGN

RECOMMENDATION
Approve City Hall mural design.

EXECUTIVE SUMMARY
 On December 9, 2024, the Arts and Community Services Commission (Commission) reviewed a City Hall mural design by artist Nate Frizzell (Frizzell).  In February 2025, staff contracted with Frizzell to further develop and paint the mural.
 On June 9, 2025, the Commission reviewed a revised mural concept and recommended the updated design to City Council for approval.

FISCAL IMPACT
Fiscal year (FY) 2025/26 budget includes a $25,000 allocation in the Art in Public Places Art Purchases (APP) Account No. 270-0000-74800 to design and paint the mural.

BACKGROUND/ANALYSIS
The City is committed to enriching the community through the promotion and integration of public art, as demonstrated by the ongoing Art in Public Places program. Staff continually seeks opportunities to introduce highly visible and engaging artwork for residents and visitors to enjoy, enhancing the cultural vibrancy of the community. In alignment with this commitment, staff identified an exterior wall of City Hall (Attachment 1) as an ideal location for a new mural and has contracted with artist Nate Frizzell to design and paint the mural.

In December 2024, staff presented Frizzell’s initial mural concept to the Commission, which provided thoughtful feedback to ensure the artwork reflects the character of La Quinta. Staff shared the Commission’s input with Frizzell, and an updated concept was presented to the Commission in June 2025. The Commission expressed support for the revised mural and is recommending that Council approve the proposed design.

BUSINESS SESSION ITEM NO. 2
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The mural prominently features “La Quinta” in the City’s distinctive, flowing script immediately establishing a strong visual identity. Provided for Council consideration are two mural design options featuring the “La Quinta” script in off white lettering (Attachment 2) and in gold lettering (Attachment 3). The foreground depicts the purple sand verbena and the smoke tree, highlighting the region’s ecological diversity. The mural also features native desert animals – the roadrunner, coyote, bighorn sheep, and the majestic Gamel’s quail, each selected to represent adaptability and the natural wildlife of the surrounding landscape. The Santa Rosa Mountains provide a recognizable backdrop, shown in silhouette against a desert sunset, a view closely associated with La Quinta’s natural scenery. The mural’s color palette, rich purples, pinks and golds, reflect the tones commonly seen during seasonal wildflower blooms and desert sunsets.

The mural serves as a visual representation of La Quinta’s heritage and natural scenic environment. It emphasizes the region’s native plant and animal life and encourages greater appreciation for the surrounding desert habitat. Positioned at City Hall, the mural is designed to serve as a welcoming landmark that reflects the City’s appreciation for art, nature, and its unique desert setting. If approved, Frizzell will prepare for installation with an anticipated completion date of Fall 2025.

ALTERNATIVES
Council may choose not to approve the mural design and ask staff to explore other concepts.

Prepared by: Michael Calderon, Senior Management Analyst Approved by: Christina Calderon, Community Services Deputy Director Attachments: 1. City Hall Exterior Wall

2. Mural Concept – Off White Lettering

3. Mural Concept – Gold Lettering
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ATTACHMENT 1
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ATTACHMENT 2
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--
ATTACHMENT 3
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City of La Quinta
CITY COUNCIL MEETING: July 1, 2025

STAFF REPORT
AGENDA TITLE: APPROVE AMENDMENT NO. 1 TO AGREEMENT FOR CONTRACT SERVICES WITH VISUAL EDGE IT FOR (1) MANAGED INFORMATION TECHNOLOGY SERVICES, AND (2) ADDITIONAL EQUIPMENT AND PROFESSIONAL

SERVICES

RECOMMENDATION
Approve Amendment No. 1 to Agreement for Contract Services with Visual Edge IT for (1) Managed Information Technology Services, and (2) additional equipment and professional services; and authorize the City Manager to execute the amendment.

EXECUTIVE SUMMARY
 On May 7, 2024, following the competitive Requests for Proposals (RFP) procurement process, Council approved a five-year agreement with Visual Edge IT for managed information technology (IT) service, comprehensive technology support, cybersecurity management, and IT infrastructure maintenance.  Over the last year, staff identified critical IT infrastructure needs requiring immediate attention, including server hardware replacement, network security upgrades, cybersecurity, facility Wi-Fi improvements, and equipment modernization to maintain operational continuity and security standards.  Amendment No. 1 (Attachment 1) proposes to add the IT infrastructure upgrades noted above to the agreement’s scope of work along with updated annual security services costs, and increase compensation by $1,090,000, for a total not to exceed amount of $3,400,000 million for the agreement term.

FISCAL IMPACT
Proposed Amendment No. 1, if approved, amends the agreement’s scope of work to include additional security services and imperative IT infrastructure upgrades, and provides an increase of $1,090,000, for a total not to exceed compensation of $3,400,000 for the agreement term as detailed in the table below. Funds are available and budgeted in Account No. 502-0000-60104 (Consultants) for services, Account Nos. 502-0000- 80100 and 502-0000-80103 (Machinery and Equipment and Computers) for hardware, and Account No. 502-0000-60301 for software purchases.

BUSINESS SESSION ITEM NO. 3
147 CLICK HERE to Return to Agenda

BACKGROUND/ANALYSIS
In February 2024, staff published an RFP for IT services and received 13 responses. Four firms were interviewed, and Visual Edge IT was selected as the top contender.

On May 7, 2024, Council approved a five-year agreement with Visual Edge IT for Managed IT Services for a not to exceed amount of $2,310,000. The agreement provides comprehensive IT support, including network management and monitoring, cybersecurity management, user support, mobile device management, Office 365 administration, and IT infrastructure and system maintenance.

Visual Edge IT has successfully implemented the initial onboarding phase and has been providing ongoing managed services since July 2024. The company maintains an onsite full-time network engineer and IT technician at City facilities, with additional 24/7 remote helpdesk support.

Staff has conducted a comprehensive assessment of the City's IT infrastructure with Visual Edge IT and identified several critical areas requiring immediate attention to maintain operational continuity, enhance security, and support growing technology demands:

Infrastructure Modernization: The City's server hardware, originally installed late 2016, has reached its end-of-life and requires replacement to prevent system failures and maintain support coverage. The proposed Scale Hypervisor system will consolidate 18 aging physical and virtual servers into a modern three-node configuration, improving reliability and reducing maintenance requirements.

Network Security and Capacity: Current network infrastructure requires upgrades to support increased data demands and implement enhanced security protocols. The City Hall Wi-Fi upgrade will provide modern 802.11ax/be wireless technology with tri-band capabilities, while UPS battery backup systems will ensure network continuity during power disruptions.
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Facility Infrastructure: Both the main server room and museum facility require network infrastructure improvements. The server room cleanup project will replace aging equipment racks and improve cable management, while the museum network buildout will provide modern connectivity to support public services and facility operations.

Equipment Refresh: The proposed laptop inventory replenishment addresses the need to replace aging workstations with modern devices that support current software applications and security requirements.

All proposed projects align with industry best practices for municipal IT infrastructure and are essential for maintaining the City's operational capabilities. The equipment and services outlined in the amendment will be procured through Visual Edge IT in accordance with the City's Purchasing and Contracting Policy, which permits contract amendments for additional services when they are related to existing contract scope of work and authorized by the contract provisions.

Proposed Amendment No. 1, if approved, amends the agreement’s scope of work to include additional security services and imperative IT infrastructure upgrades, as detailed above, and provides an increase of $1,090,000, for a total not to exceed compensation of $3,400,000 for the agreement term as detailed in the Fiscal Impact section of this report.

ALTERNATIVES
Council may elect not to approve this amendment. However, delaying these critical infrastructure improvements would result in increased risk of system failures, potential security vulnerabilities, and potential service disruptions to City operations and public services. Staff does not recommend this alternative.

Prepared by: Doug Kinley III, Senior Management Analyst Approved by: Gilbert Villalpando, Director of Business Unit and Housing Development Attachment: 1. Amendment No. 1 to Agreement with Visual Edge IT 149 CLICK HERE to Return to Agenda
AMENDMENT NO. 1 TO MANAGED IT SERVICES

WITH VISUAL EDGE IT
This Amendment No. 1 (“Amendment 1”) to Agreement for Contract Services ("Agreement”) is made and entered into as of the 1st day of July, 2025, ("Effective Date") by and between the CITY OF LA QUINTA ("City"), a California municipal corporation and VISUAL EDGE IT, a Delaware Corporation (“Contracting Party”).

RECITALS
WHEREAS, on or about May 8, 2024, the City and Contracting Party entered into a five-year Agreement to provide managed information technology (IT) services for a total not to exceed amount of $2,310,000; the Agreement expires June 30, 2029; and WHEREAS, the City and Contracting Party mutually agree to amend Section 1.1 Scope of Services and related Exhibit A of the Agreement to include additional equipment and professional services related to IT Infrastructure Project Upgrades, as well as essential equipment and professional services for 7 priority projects, increased cybersecurity and data protection, risk reduction, and contingency planning for operational needs; and
WHEREAS, the City and Contracting Party mutually agree to amend Section 2.1 Contract Sum and related Exhibit B of the Agreement to increase the total not to exceed compensation amount from $2,310,000 to $3,400,000 for the additional services listed above for the Agreement Term.

NOW THEREFORE, in consideration of the mutual covenant herein contained, the parties agree as follows:

AMENDMENT
In consideration of the foregoing Recitals and the covenants and promises hereinafter contained, and for good and valuable consideration, the sufficiency and receipt of which are hereby acknowledged, the parties hereto agree as follows:

1. Section 1.1 Scope of Services is amended to read as follows:

1.1 Scope of Services. In Compliance with all terms and conditions of this Agreement, Contracting Party shall provide those services related to Managed IT Services, and additional equipment and professional services related to IT Infrastructure Projects Upgrades, as specified in the “Scope of Services” attached hereto as “Exhibit A” and incorporated herein by this reference (the “Services”). Contracting Party represents and warrants that Contracting Party is a provider of first-class work and/or services and Contracting Party is experienced in performing the Services contemplated herein and, in light of such status and experience, Contracting Party covenants that it shall follow industry standards in performing the Services required hereunder, and that all materials, if any, will be of good quality, fit for the purpose intended. For purposes of this Agreement, the phrase “industry standards” shall mean those standards of practice recognized by one or more first-class performing similar services under similar circumstances.

ATTACHMENT 1 150 CLICK HERE to Return to Agenda

2. “Exhibit A” – Scope of Services is amended to include the additional services detailed in Exhibit A, attached to this Amendment No. 1, and incorporated herein by this reference.

3. Section 2.1 Contract Sum is amended to read as follows:

2.1 Contract Sum. For the services rendered pursuant to this Agreement, Contracting Party shall be compensated in accordance with the following revised “Exhibit B” (the “Schedule of Compensation”) in a total amount not to exceed Three Million Four Hundred Thousand Dollars ($3,400,000), for the life of the Agreement, encompassing the Initial and any Extended Terms (the “Contract Sum”), except as provided in Section 1.7.

4. “Exhibit B” – Schedule of Compensation is amended as listed in “Exhibit B,” attached hereto and incorporated herein by this reference.

In all other respects, the original Agreement shall remain in effect.

IN WITNESS WHEREOF, the City and Contracting Party have executed this Amendment No. 1 to the Agreement on the respective dates set forth below.

CITY OF LA QUINTA VISUAL EDGE IT, INC.
a California municipal corporation a Delaware Corporation __________________________
JON McMILLEN, City Manager ERIC STAVOLA, Vice President City of La Quinta, California Managed Services
Dated: ___________________ Dated: ___________________
ATTEST:

MONIKA RADEVA, City Clerk
City of La Quinta, California
APPROVED AS TO FORM:

WILLIAM H. IHRKE, City Attorney
City of La Quinta, California
151 CLICK HERE to Return to Agenda
Exhibit A
Scope of Services
Exhibit A incorporated in the Agreement remains in full force and effect.

Contracting Party is to provide additional equipment and professional services related to IT infrastructure upgrades.

Contracting Party’s quotes for 7 additional IT priority projects are attached hereto and incorporated herein by this reference in enclosed Exhibit A:
a) City Hall Wi-Fi Upgrades
b) UPS Battery Back-ups for Network Racks
c) Server Room Clean-up and Server Rack Additions
d) Museum Network Clean-up and Build-out
e) Server Hardware Replacement and Migration
f) Laptop Inventory Replenishment
g) Civic Center Campus Park Wi-Fi Upgrades
152 CLICK HERE to Return to Agenda
We have prepared a quote for you
City Hall Wifi Upgrades
Quote # 034097
Version 1
Prepared for:

City of La Quinta
Prepared by:

Visual Edge IT
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
"EXHIBIT A"

SCOPE OF SERVICES
153 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Hardware
Description Price Qty Ext. Price
Ubiquiti U7 Pro Max Tri Band IEEE 802.11 a/b/g/n/ac/ax/be 8.60 Gbit/s Wireless Access Point - 2.40 GHz, 5 GHz, 6 GHz - MIMO Technology - Multi User MIMO - 1 x Network (RJ-45) - 2.5 Gigabit Ethernet, Gigabit Ethernet - 25 W - Wall Mountable, Ceiling Mounta
$388.05 15 $5,820.75
Subtotal: $5,820.75
Visual Edge IT Professional Services
Description Price Qty Ext. Price
Visual Edge IT Professional Services $15,384.62 1 $15,384.62 Subtotal: $15,384.62
2 Quote # 034097 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 154 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Managed IT Services and Projects Overview
Terms of Agreement
 This agreement is between City of La Quinta, herein referred to as Client, and Visual Edge IT, hereinafter referred to as Service Provider.
 This agreement will be effective upon the date signed, unless otherwise stated.  Contract prices and fees may be subject to change after the initial and subsequent terms.  The Professional Services hours listed in the proposal are an approximation of the project requirements as described by the client.
 The actual cost may change after commencement of the project if unforeseen circumstances are encountered.  The client will be informed of any changes in cost in advance.  Any additional services requested by the company that are not covered by the project parameters will incur additional fees.

Payment Terms:

Current Clients:
 VEIT may require milestone (progress) billing for labor for projects projected to last longer than 30 days.  Hardware will be invoiced upon delivery to the customer.  New customers (or previous customers who have not had an invoice generated in more than 12 months), or customers with current or previous payment challenges, a deposit invoice will be generated for the full invoice amount.

NET New Clients:
 100% of order invoice total payment must be received before any product is ordered or any work begins.  For projects projected to last longer than 30 days, milestone invoicing will be defined and completed.

For Managed Services/Onboarding:
 100% of Onboarding fee will be invoiced and received before onboarding can begin. The first MRR invoice will be sent 30 days after onboarding begins.

Deposit Exceptions:
 Public, State, City, Federal, Nation, and Educational entities - must provide a Purchase Order.  Leases, Project and Implementation-As-A-Service, and Installation Payment Agreement orders – must have signed agreements.

Taxes, Shipping, and Fees
 This Quote is valid for a period of 30 days.
 We reserve the right to cancel orders arising from pricing changes, availability, or other updates or errors.  We specifically disclaim any and all warranties, expressed or implied, including but not limited to any licensed products.  We shall not be liable for any loss of profits, business, goodwill, data, interruption of business, nor for incidental or consequential merchantability or fitness of purpose, nor damages related to this agreement 3 Quote # 034097 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 155 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
City Hall Wifi Upgrades
Quote Information: Prepared for: Prepared by:

Quote #: 034097 City of La Quinta Visual Edge IT
Version: 1
Delivery Date: 06/23/2025
Expiration Date: 02/14/2025
78495 Calle Tampico
La Quinta, CA 92253
Gilbert Villalpando
(760) 777-7000
[email protected]
Chris Sanchez
(866) 863-2266
[email protected]
One Time Payment Summary
Description Amount
Hardware
Visual Edge IT Professional Services
Total: $21,205.37
All services will be invoiced in the month services begin and will be invoiced until service is terminated.

All taxes, shipping, and handling fees on quote are estimated.

Billing Invoice will have all actual taxes, shipping and fees.

By endorsing, you agree that you have read and accept the Terms and Conditions of the Master Services Agreement v. 2024.01.

Visual Edge IT City of La Quinta
Signature:

Name: Christopher Sanchez
Title: Technical Account Manager
Date: 06/23/2025
Signature:

Name: Gilbert Villalpando
Date:
4 Quote # 034097 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 156 CLICK HERE to Return to Agenda
We have prepared a quote for you
UPS Battery Backups for Network
Racks
Quote # 034098
Version 1
Prepared for:

City of La Quinta
Prepared by:

Visual Edge IT
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
157 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Hardware
Description Price Qty Ext. Price
APC Smart-UPS C, Line Interactive, 1440VA, Rackmount 2U, 120V, 6x NEMA 5-15R outlets, SmartConnect port, USB and Serial
communication, AVR,Graphic LCD - 2U Rack-mountable - 3 Hour Recharge - 10.10 Minute Stand-by - 120 V Input - 120 V AC Output - Sine Wav
$939.40 8 $7,515.20
Subtotal: $7,515.20
Managed IT Services and Projects Overview
Terms of Agreement
 This agreement is between City of La Quinta, herein referred to as Client, and Visual Edge IT, hereinafter referred to as Service Provider.
 This agreement will be effective upon the date signed, unless otherwise stated.  Contract prices and fees may be subject to change after the initial and subsequent terms.  The Professional Services hours listed in the proposal are an approximation of the project requirements as described by the client.
 The actual cost may change after commencement of the project if unforeseen circumstances are encountered.  The client will be informed of any changes in cost in advance.  Any additional services requested by the company that are not covered by the project parameters will incur additional fees.

Payment Terms:

Current Clients:
 VEIT may require milestone (progress) billing for labor for projects projected to last longer than 30 days.  Hardware will be invoiced upon delivery to the customer.  New customers (or previous customers who have not had an invoice generated in more than 12 months), or customers with current or previous payment challenges, a deposit invoice will be generated for the full invoice amount.

NET New Clients:
 100% of order invoice total payment must be received before any product is ordered or any work begins.  For projects projected to last longer than 30 days, milestone invoicing will be defined and completed.

For Managed Services/Onboarding:
 100% of Onboarding fee will be invoiced and received before onboarding can begin. The first MRR invoice will be sent 30 days after onboarding begins.

Deposit Exceptions:
 Public, State, City, Federal, Nation, and Educational entities - must provide a Purchase Order.  Leases, Project and Implementation-As-A-Service, and Installation Payment Agreement orders – must have signed agreements.

Taxes, Shipping, and Fees
 This Quote is valid for a period of 30 days.
 We reserve the right to cancel orders arising from pricing changes, availability, or other updates or errors.  We specifically disclaim any and all warranties, expressed or implied, including but not limited to any licensed products.  We shall not be liable for any loss of profits, business, goodwill, data, interruption of business, nor for incidental or consequential merchantability or fitness of purpose, nor damages related to this agreement 2 Quote # 034098 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 158 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
UPS Battery Backups for Network Racks
Quote Information: Prepared for: Prepared by:

Quote #: 034098 City of La Quinta Visual Edge IT
Version: 1
Delivery Date: 06/23/2025
Expiration Date: 02/14/2025
78495 Calle Tampico
La Quinta, CA 92253
Gilbert Villalpando
(760) 777-7000
[email protected]
Chris Sanchez
(866) 863-2266
[email protected]
One Time Payment Summary
Description Amount
Hardware
Total: $7,515.20
All services will be invoiced in the month services begin and will be invoiced until service is terminated.

All taxes, shipping, and handling fees on quote are estimated.

Billing Invoice will have all actual taxes, shipping and fees.

By endorsing, you agree that you have read and accept the Terms and Conditions of the Master Services Agreement v. 2024.01.

Visual Edge IT City of La Quinta
Signature:

Name: Christopher Sanchez
Title: Technical Account Manager
Date: 06/23/2025
Signature:

Name: Gilbert Villalpando
Date:
3 Quote # 034098 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 159 CLICK HERE to Return to Agenda
We have prepared a quote for you
Server Room Clean Up and Adding
of Server Racks
Quote # 034329
Version 1
Prepared for:

City of La Quinta
Prepared by:

IMS - Image Source
Main: 9098904040
Email: [email protected]
Web: https://imagesourceusa.com/
160 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: https://imagesourceusa.com/
Visual Edge IT Professional Services
Description Price Qty Ext. Price
Visual Edge IT Professional Services
2 42U RACKS, PATCH CORDS, STRAPS, MISC EQUIPMENT
PROVIDED BY PSI - $6,153.85 (Hardware)

SERVER RACK REPLACEMENT AND CLEAN UP
REPLACE EXISTING RACK WITH RACK NOT AS DEEP (NEW 42U

NAVEPOINT)

REMOVE ALL CABLES, PATCH PANELS, SERVERS, SWITCHES OUT

OF OLD ONE AND TRANSFER TO NEW ONE
INSTALL NEW 42U NAVEPOINT FOR BACKUP. TEST ALL EXISTING

EQUIPMENT

WORK NEEDS TO BE DONE ON WEEKEND SO CUSTOMER IS NOT

DOWN DURING DAY
2 TECHS @ 2 DAYS SAT/SUN - $11046.15 (Labor with Prevailing Wages)
$17,200.00 1 $17,200.00
Subtotal: $17,200.00
2 IMS - Image Source | 650 E Hospitality Lane Suite 540 | San Bernardino, CA 92408
Quote # 034329 Version 1
161 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: https://imagesourceusa.com/
Managed IT Services and Projects Overview
Terms of Agreement
 This agreement is between City of La Quinta, herein referred to as Client, and Visual Edge IT, hereinafter referred to as Service Provider.
 This agreement will be effective upon the date signed, unless otherwise stated.  Contract prices and fees may be subject to change after the initial and subsequent terms.  The Professional Services hours listed in the proposal are an approximation of the project requirements as described by the client.
 The actual cost may change after commencement of the project if unforeseen circumstances are encountered.  The client will be informed of any changes in cost in advance.  Any additional services requested by the company that are not covered by the project parameters will incur additional fees.

Payment Terms:

Current Clients:
 VEIT may require milestone (progress) billing for labor for projects projected to last longer than 30 days.  Hardware will be invoiced upon delivery to the customer.  New customers (or previous customers who have not had an invoice generated in more than 12 months), or customers with current or previous payment challenges, a deposit invoice will be generated for the full invoice amount.

NET New Clients:
 100% of order invoice total payment must be received before any product is ordered or any work begins.  For projects projected to last longer than 30 days, milestone invoicing will be defined and completed.

For Managed Services/Onboarding:
 100% of Onboarding fee will be invoiced and received before onboarding can begin. The first MRR invoice will be sent 30 days after onboarding begins.

Deposit Exceptions:
 Public, State, City, Federal, Nation, and Educational entities - must provide a Purchase Order.  Leases, Project and Implementation-As-A-Service, and Installation Payment Agreement orders – must have signed agreements.

Taxes, Shipping, and Fees
 This Quote is valid for a period of 30 days.
 We reserve the right to cancel orders arising from pricing changes, availability, or other updates or errors.  We specifically disclaim any and all warranties, expressed or implied, including but not limited to any licensed products.  We shall not be liable for any loss of profits, business, goodwill, data, interruption of business, nor for incidental or consequential merchantability or fitness of purpose, nor damages related to this agreement 3 IMS - Image Source | 650 E Hospitality Lane Suite 540 | San Bernardino, CA 92408
Quote # 034329 Version 1
162 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: https://imagesourceusa.com/
Server Room Clean Up and Adding of Server Racks
Quote Information: Prepared for: Prepared by:

Quote #: 034329 City of La Quinta IMS - Image Source
Version: 1
Delivery Date: 06/23/2025
Expiration Date: 06/27/2025
78495 Calle Tampico
La Quinta, CA 92253
Gilbert Villalpando
(760) 777-7000
[email protected]
Chris Sanchez
(866) 863-2266
[email protected]
One Time Payment Summary
Description Amount
Visual Edge IT Professional Services
Total: $17,200.00
All services will be invoiced in the month services begin and will be invoiced until service is terminated.

All taxes, shipping, and handling fees on quote are estimated.

Billing Invoice will have all actual taxes, shipping and fees.

By endorsing, you agree that you have read and accept the Terms and Conditions of the Master Services Agreement v. 2024.01.

IMS - Image Source City of La Quinta
Signature:

Name: Christopher Sanchez
Title: Technical Account Manager
Date: 06/23/2025
Signature:

Name: Gilbert Villalpando
Date:
4 IMS - Image Source | 650 E Hospitality Lane Suite 540 | San Bernardino, CA 92408
Quote # 034329 Version 1
163 CLICK HERE to Return to Agenda
We have prepared a quote for you
Museum Network Cleanup and
Buildout
Quote # 035341
Version 1
Prepared for:

City of La Quinta
Prepared by:

Visual Edge IT
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
164 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Statement of Work
Business Objectives
City of LaQuinta is looking to have their network rack and cabling cleaned up.

Project Brief & Solution Requirements
The project will installing a new 18U rack, patch panels, and conduit for cabling.

Implementation
Visual Edge IT will:
 Clean up the backboard where the new rack will be mounted.  Install new 18U 600m-deep lockable wall rack
 Remove old 2-post rack and ladder.
 Reroute all data cables into the new rack and existing equipment.  Install (2) 48-port patch panels in the new rack.
 Terminate data cables.
 Run patch cables from patch panels to the switches.
 Install two 2-inch EMT conduits at a length of an estimated 150-feet in the museum from the storage room to the workspace as outlined in the PSI quote.
 Strap and secure conduit to walls and ceilings as needed.  Install pull strings in the conduit.
 Test all connections after deployments
City of LaQuinta will:
 Provide windows for downtime, coordination with users, any passwords that we do not already have, and access to vendors
 Provide access to all systems in the old suite and the new suite  Work with VEIT project engineers throughout the project to ensure the goals are understood and agreed to by all parties  Verify that everything is working correctly after the changes Deliverables
 All material including all required RJ45 ethernet cabling, patch cables, patch panels, the 2” EMT conduit, elbows, couplings, straps, and struts are to be provided by PSI as outlined in the quote.

Constraints & Assumptions
Assumptions
 Project Engineers must be knowledgeable about the client’s environment as well as the solution being implemented.  Project Engineer must ensure that they have all necessary tools required to implement the technology identified in this project.
 This SOW was designed based on information provided at the time of creation. Any changes that take place between SOW creation and the quote being signed could require a project change order. This may cause a delay in the project as additional licensing, labor, and/or quotes may be necessary.  Any deviation from the steps outlined in this SOW will require a project change order. This may cause a delay in the project as 2 Quote # 035341 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 165 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
additional licensing, labor, and/or quotes may be necessary.  PSI will perform the work as outlined over an estimated 3 days, and will provide all required materials.

Administrative Credentials
 Admin rights must be provided to VEIT .

Required and Unplanned Down Time
 There will be required downtime with this project.
 VEIT will do everything to prevent unplanned downtime.

Third Parties Coordination
 Client will be responsible for coordinating any 3
rd
-party interaction required.

Expected Outcome
At the conclusion of the network cleanup project, the City of LaQuinta will have a new rack installed and cabling cleaned up.  The project will not necessarily follow the exact order outlined in the calculator  SOW assumes that all labor can be performed during business hours 3 Quote # 035341 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 166 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Visual Edge IT Professional Services
Description Price Qty Ext. Price
Visual Edge IT Professional Services
INSTALL NEW 18U 600M DEEP LOCKABLE WALL RACK. CLEAN UP
BACKBOARD WHERE NEW RACK WILL GO. REMOVE OLD 2 POST

RACK & LADDER, REROUTE ALL DATA CABLES INTO NEW RACK
AND EXISTING EQUIPMENT.

INSTALL 2 48 PORT PATCH PANELS IN NEW RACK, RE TERMINATE DATA CABLES AND PATCHOVER CABLES TO SWITCHES. NEW
PATCH PANELS & PATCH CORDS PROVIDED BY PSI.

INSTALL AN ESTIMATED 150FT OF 2 2" EMT CONDUITS IN
MUSUEM FROM STORAGE ROOM TO WORKSPACE. STRAP AND
SECURE CONDUIT TO WALLS/CEILINGS. INSTALL PULL STRINGS
IN BOTH CONDUITS.
2 TECHS @ AN ESTIMATED 3 DAYS - $13,961.54 (Labor with
prevailing wages)
ALL MATERIAL INCLUDING 2" EMT CONDUIT/2" 90
ELBOWS/COUPLINGS/STRAPS/STRUT PSI TO PROVIDE. - $3,569.23 (Hardware)
$17,530.77 1 $17,530.77
Subtotal: $17,530.77
4 Quote # 035341 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 167 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Managed IT Services and Projects Overview
Terms of Agreement
 This agreement is between City of La Quinta, herein referred to as Client, and Visual Edge IT, hereinafter referred to as Service Provider.
 This agreement will be effective upon the date signed, unless otherwise stated.  Contract prices and fees may be subject to change after the initial and subsequent terms.  The Professional Services hours listed in the proposal are an approximation of the project requirements as described by the client.
 The actual cost may change after commencement of the project if unforeseen circumstances are encountered.  The client will be informed of any changes in cost in advance.  Any additional services requested by the company that are not covered by the project parameters will incur additional fees.

Payment Terms:

Consumption-Based Usage and Billing:
 Pricing is based on actual usage, and estimates provided are for reference only. Final charges may differ from initial estimates due to variations in usage.

Current Clients:
 VEIT may require milestone (progress) billing for labor for projects projected to last longer than 30 days.  Hardware will be invoiced upon delivery to the customer.  New customers (or previous customers who have not had an invoice generated in more than 12 months), or customers with current or previous payment challenges, a deposit invoice will be generated for the full invoice amount.

NET New Clients:
 100% of order invoice total payment must be received before any product is ordered or any work begins.  For projects projected to last longer than 30 days, milestone invoicing will be defined and completed.

For Managed Services/Onboarding:
 100% of Onboarding fee will be invoiced and received before onboarding can begin. The first MRR invoice will be sent 30 days after onboarding begins.

Deposit Exceptions:
 Public, State, City, Federal, Nation, and Educational entities - must provide a Purchase Order.  Leases, Project and Implementation-As-A-Service, and Installation Payment Agreement orders – must have signed agreements.

Taxes, Shipping, and Fees
 This Quote is valid for a period of 30 days.
 We reserve the right to cancel orders arising from pricing changes, availability, or other updates or errors.  We specifically disclaim any and all warranties, expressed or implied, including but not limited to any licensed products.  We shall not be liable for any loss of profits, business, goodwill, data, interruption of business, nor for incidental or consequential merchantability or fitness of purpose, nor damages related to this agreement. 5 Quote # 035341 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 168 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Museum Network Cleanup and Buildout
Quote Information: Prepared for: Prepared by:

Quote #: 035341 City of La Quinta Visual Edge IT
Version: 1
Delivery Date: 06/23/2025
Expiration Date: 06/27/2025
78495 Calle Tampico
La Quinta, CA 92253
Gilbert Villalpando
(760) 777-7000
[email protected]
Chris Sanchez
(866) 863-2266
[email protected]
One Time Payment Summary
Description Amount
Visual Edge IT Professional Services
Total: $17,530.77
All services will be invoiced in the month services begin and will be invoiced until service is terminated.

All taxes, shipping, and handling fees on quote are estimated.

Billing Invoice will have all actual taxes, shipping and fees.

By endorsing, you agree that you have read and accept the Terms and Conditions of the Master Services Agreement v. 2024.01.

Visual Edge IT City of La Quinta
Signature:

Name: Christopher Sanchez
Title: Technical Account Manager
Date: 06/23/2025
Signature:

Name: Gilbert Villalpando
Date:
6 Quote # 035341 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 169 CLICK HERE to Return to Agenda
We have prepared a quote for you
Server Hardware Replacement &
Migration
Quote # 036709
Version 1
Prepared for:

City of La Quinta
Prepared by:

Visual Edge IT
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
170 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Statement of Work
Business Objectives
The City of La Quinta has approximately 18 servers in production that are a mix of physical and virtual servers. The virtual servers are in a VMWare cluster with a SAN as backend storage. The hardware has become aged and is starting to experience technical deficiencies and the city would like to see an option for upgrading the infrastructure. The proposed solution is to implement a Scale Hypervisor system to replace the aging physical servers and SAN. The Scale solution will reduce the number of existing physical servers and SAN into one three node configuration that includes the compute and storage functionality.

Project Brief and Solution Requirements
The project will consist of performing the tasks as stated above, and in more detail, below.

Implementation
Visual Edge IT Responsibilities:
 Install and configure a new Scale Hypervisor system
 Meet with client to plan the migration process – order of servers, schedule, downtime, and testing o Each server will be tested after being migrated. Testing will include starting up the new virtual server, verifying domain login, verifying IP address, verifying that there are no critical server errors, and verifying access to the rest of the network
o Any application testing will need to be completed by the client  Migrate and test servers based on the agreed upon plan  Provide information for e-cycling the hardware (physical servers and SAN) Client Responsibilities:
 Provide a dedicated user/team to work with the VEIT team throughout the project to ensure the goals are understood and agreed to by all parties
 Provide a dedicated user/team to work with the VEIT team during the testing phases of the project to verify user acceptance
 Provide windows for downtime, coordination with users, and any passwords that we do not already have  Provide admin access to all systems as needed
Visual Edge IT Responsibilities:
 Install and configure a new Scale Hypervisor system
 Meet with client to plan the migration process – order of servers, schedule, downtime, and testing o Each server will be tested after being migrated. Testing will include starting up the new virtual server, verifying domain login, verifying IP address, verifying that there are no critical server errors, and verifying access to the rest of the network
o Any application testing will need to be completed by the client  Migrate and test servers based on the agreed upon plan  Provide information for e-cycling the hardware (physical servers and SAN) Client Responsibilities:
 Provide a dedicated user/team to work with the VEIT team throughout the project to ensure the goals are understood and agreed to by all parties
 Provide a dedicated user/team to work with the VEIT team during the testing phases of the project to verify user 2 Quote # 036709 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 171 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
acceptance
 Provide windows for downtime, coordination with users, and any passwords that we do not already have  Provide admin access to all systems as needed
Constraints & Assumptions
Assumptions
 The SOW assumes that all physical servers (outside of the VMWare hosts) will be migrated to the Scale Hypervisor, along with all virtual servers.
 This SOW was designed based on information in place at the time of creation. Any changes that take place between SOW creation and the quote being signed could require a project change order. This may cause a delay in the project as additional licensing, labor, and/or quotes may be necessary.  Any deviation from the steps outlined in this SOW will require a project change order. This may cause a delay in the project as additional licensing, labor, and/or quotes may be necessary.

Administrative Credentials
 Admin rights must be provided to VEIT
Required and Unplanned Down Time
 There will be required downtime with this project
 VEIT will do everything to prevent unplanned downtime Third Parties Coordination
 The client will be responsible for coordinating and paying for any 3 rd
-party interaction required.

Expected Outcome
The project will be considered complete once the following parameters have been met:
 Scale Hypervisor system installed and configured
 All physical production servers migrated to Scale
 All virtual servers migrated to Scale
 All servers tested after the migrations
Scale
Description Price Qty Ext. Price
Scale Computing Server $80,811.26 1 $80,811.26
XEON SP CPU 3X HDDHC1350 CHASSIS 3
8C/16T 2.8GHZ 2666MT/SINTEL XEON SILVER 4309Y 3
32GB DDR4 3200 MHZ RDIMM32GB DDR4 RDIMM 18

7.68TB 3.5IN SATA SSD7.68TB 3.5IN SATA SSD 3
3 Quote # 036709 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 172 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Scale
Description Price Qty Ext. Price
"12TB 3.5IN SAS HDD12TB 3.5IN SAS HDD 9
INTEL E810-XXVDA4 SFP284-PORT 10/25GB
SCALE COMPUTING 4-PORT 10/25Gb SFP28 NIC
3 SC HYPERCORE 60 MONTH PROFESSIO ESSENTIALS SOFTWARE

AND SUPP
SC HYPERCORE 60 MONTH PROFESSIO ESSENTIALS SOFTWARE

AND SUPPORT
1 5YR LICS AND SW SC//FLEET LICS MANAGER - 5 CLUSTER
5YR LICS AND SW SC//FLEET LICS MANAGER - 5 CLUSTER
1 5YR HW WARRANTY SVCS
5YR HW WARRANTY SVCS
1 SUP ADV OS INSTL SVC HW AND SW SVCS SCALECARE SVCSUP ADV OS INSTL SVC HW AND SW SVCS SCALECARE SVC-ADV

OS INSTALL
1 VMWARE REPLACE PARTNER PROMO SVCS OFFER PER

CUSTOMER

MARKETNG DISC SOFTWARE SERVICES ADVANCED TRAINING
QHAT
1 PROMO HC3 MOVE POWERED BY DT SVCS WINDOWS/LINUX SE 1

SC//HYPERCORE ADV TRAINING CLAS

SC//HYPERCORE ADV TRAINING CLAS
1 Subtotal: $80,811.26
Visual Edge IT Professional Services
Description Price Qty Ext. Price
Visual Edge IT Professional Services $6,890.00 1 $6,890.00 Subtotal: $6,890.00
4 Quote # 036709 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 173 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Managed IT Services and Projects Overview
Terms of Agreement
 This agreement is between City of La Quinta, herein referred to as Client, and Visual Edge IT, hereinafter referred to as Service Provider.
 This agreement will be effective upon the date signed, unless otherwise stated.  Contract prices and fees may be subject to change after the initial and subsequent terms.  The Professional Services hours listed in the proposal are an approximation of the project requirements as described by the client.
 The actual cost may change after commencement of the project if unforeseen circumstances are encountered.  The client will be informed of any changes in cost in advance.  Any additional services requested by the company that are not covered by the project parameters will incur additional fees.

Payment Terms:

Consumption-Based Usage and Billing:
 Pricing is based on actual usage, and estimates provided are for reference only. Final charges may differ from initial estimates due to variations in usage.

Current Clients:
 VEIT may require milestone (progress) billing for labor for projects projected to last longer than 30 days.  Hardware will be invoiced upon delivery to the customer.  New customers (or previous customers who have not had an invoice generated in more than 12 months), or customers with current or previous payment challenges, a deposit invoice will be generated for the full invoice amount.

NET New Clients:
 100% of order invoice total payment must be received before any product is ordered or any work begins.  For projects projected to last longer than 30 days, milestone invoicing will be defined and completed.

For Managed Services/Onboarding:
 100% of Onboarding fee will be invoiced and received before onboarding can begin. The first MRR invoice will be sent 30 days after onboarding begins.

Deposit Exceptions:
 Public, State, City, Federal, Nation, and Educational entities - must provide a Purchase Order.  Leases, Project and Implementation-As-A-Service, and Installation Payment Agreement orders – must have signed agreements.

Taxes, Shipping, and Fees
 This Quote is valid for a period of 30 days.
 We reserve the right to cancel orders arising from pricing changes, availability, or other updates or errors.  We specifically disclaim any and all warranties, expressed or implied, including but not limited to any licensed products.  We shall not be liable for any loss of profits, business, goodwill, data, interruption of business, nor for incidental or consequential merchantability or fitness of purpose, nor damages related to this agreement. 5 Quote # 036709 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 174 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Server Hardware Replacement & Migration
Quote Information: Prepared for: Prepared by:

Quote #: 036709 City of La Quinta Visual Edge IT
Version: 1
Delivery Date: 06/23/2025
Expiration Date: 07/10/2025
78495 Calle Tampico
La Quinta, CA 92253
Gilbert Villalpando
(760) 777-7000
[email protected]
Chris Sanchez
(866) 863-2266
[email protected]
One Time Payment Summary
Description Amount
Scale
Visual Edge IT Professional Services
Total: $87,701.26
All services will be invoiced in the month services begin and will be invoiced until service is terminated.

All taxes, shipping, and handling fees on quote are estimated.

Billing Invoice will have all actual taxes, shipping and fees.

By endorsing, you agree that you have read and accept the Terms and Conditions of the Master Services Agreement v. 2024.01.

Visual Edge IT City of La Quinta
Signature:

Name: Christopher Sanchez
Title: Technical Account Manager
Date: 06/23/2025
Signature:

Name: Gilbert Villalpando
Date:
6 Quote # 036709 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 175 CLICK HERE to Return to Agenda
We have prepared a quote for you
Laptop Inventory Replenishment
(25/26)
Quote # 036938
Version 1
Prepared for:

City of La Quinta
Prepared by:

Visual Edge IT
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
176 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Hardware
Description Price Qty Ext. Price
Lenovo ThinkPad P14s Gen 5 Mobile Workstation
Lenovo ThinkPad P14s Gen 5 14.5" Mobile Workstation - WQXGA - Intel Core Ultra 7 165H - vPro Technology - 32 GB - 1 TB SSD - English Keyboard - Black
$2,101.96 20 $42,039.20
Subtotal: $42,039.20
Software
Description Price Qty Ext. Price
Lenovo Premier Support Plus - 5 YR Extended Service
Lenovo Premier Support Plus - Extended Service (Upgrade) - 5 Year - Service
$418.28 20 $8,365.60
Subtotal: $8,365.60
2 Quote # 036938 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 177 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Managed IT Services and Projects Overview
Terms of Agreement
 This agreement is between City of La Quinta, herein referred to as Client, and Visual Edge IT, hereinafter referred to as Service Provider.
 This agreement will be effective upon the date signed, unless otherwise stated.  Contract prices and fees may be subject to change after the initial and subsequent terms.  The Professional Services hours listed in the proposal are an approximation of the project requirements as described by the client.
 The actual cost may change after commencement of the project if unforeseen circumstances are encountered.  The client will be informed of any changes in cost in advance.  Any additional services requested by the company that are not covered by the project parameters will incur additional fees.

Payment Terms:

Consumption-Based Usage and Billing:
 Pricing is based on actual usage, and estimates provided are for reference only. Final charges may differ from initial estimates due to variations in usage.

Current Clients:
 VEIT may require milestone (progress) billing for labor for projects projected to last longer than 30 days.  Hardware will be invoiced upon delivery to the customer.  New customers (or previous customers who have not had an invoice generated in more than 12 months), or customers with current or previous payment challenges, a deposit invoice will be generated for the full invoice amount.

NET New Clients:
 100% of order invoice total payment must be received before any product is ordered or any work begins.  For projects projected to last longer than 30 days, milestone invoicing will be defined and completed.

For Managed Services/Onboarding:
 100% of Onboarding fee will be invoiced and received before onboarding can begin. The first MRR invoice will be sent 30 days after onboarding begins.

Deposit Exceptions:
 Public, State, City, Federal, Nation, and Educational entities - must provide a Purchase Order.  Leases, Project and Implementation-As-A-Service, and Installation Payment Agreement orders – must have signed agreements.

Taxes, Shipping, and Fees
 This Quote is valid for a period of 30 days.
 We reserve the right to cancel orders arising from pricing changes, availability, or other updates or errors.  We specifically disclaim any and all warranties, expressed or implied, including but not limited to any licensed products.  We shall not be liable for any loss of profits, business, goodwill, data, interruption of business, nor for incidental or consequential merchantability or fitness of purpose, nor damages related to this agreement. 3 Quote # 036938 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 178 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Laptop Inventory Replenishment (25/26)
Quote Information: Prepared for: Prepared by:

Quote #: 036938 City of La Quinta Visual Edge IT
Version: 1
Delivery Date: 06/23/2025
Expiration Date: 07/23/2025
78495 Calle Tampico
La Quinta, CA 92253
Gilbert Villalpando
(760) 777-7000
[email protected]
Chris Sanchez
(866) 863-2266
[email protected]
One Time Payment Summary
Description Amount
Hardware
Software
Total: $50,404.80
This agreement shall be enforceable from date of signing and shall remain in effect through no less than 36 consecutive monthly payments for Visual Edge IT Managed Services.

All services will be invoiced in the month services begin and will be invoiced until service is terminated.

All taxes, shipping, and handling fees on quote are estimated.

Billing Invoice will have all actual taxes, shipping and fees.

By endorsing, you agree that you have read and accept the Terms and Conditions of the Master Services Agreement v. 2024.01.

Visual Edge IT City of La Quinta
Signature:

Name: Christopher Sanchez
Title: Technical Account Manager
Date: 06/23/2025
Signature:

Name: Gilbert Villalpando
Date:
4 Quote # 036938 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 179 CLICK HERE to Return to Agenda
We have prepared a quote for you
Civic Center Campus Park Wifi
Quote # 034096
Version 1
Prepared for:

City of La Quinta
Prepared by:

Visual Edge IT
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
180 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Statement of Work
Business Objectives
To provide extended wireless coverage across the Civic Center campus and park area by installing outdoor-grade Wi-Fi access points.

Implementation

1. Hardware Installation:
o Install five (5) Ubiquiti E7 Audience access points on the rooftops of the following buildings:
 Library (2 units)
 Wellness Center (1 unit)
 City Hall (2 units)
o Mounting will ensure optimal signal distribution across the open outdoor areas of the Civic Center and adjacent park.

2. Cabling:
o Run outdoor-rated CAT6 cabling from each rooftop AP location to the nearest network switch within each building.
o Cable runs will be secured, weatherproofed, and tested to ensure reliability and performance.

3. Switch Integration:
o Terminate and patch each CAT6 run into an available port on the building’s existing switch infrastructure. o Confirm PoE (Power over Ethernet) functionality for each AP.

4. Testing & Validation:
o Conduct signal and performance testing post-installation. o Validate full coverage across targeted outdoor areas.

Deliverables
 Fully installed and functional Ubiquiti E7 Audience AP network  Cabling tested and documented
 Basic support documentation for IT reference
2 Quote # 034096 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 181 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Visual Edge IT Professional Services
Description Price Qty Ext. Price
Visual Edge IT Professional Services (Labor) $9,230.77 1 $9,230.77 Subtotal: $9,230.77
Managed IT Services and Projects Overview
Terms of Agreement
 This agreement is between City of La Quinta, herein referred to as Client, and Visual Edge IT, hereinafter referred to as Service Provider.
 This agreement will be effective upon the date signed, unless otherwise stated.  Contract prices and fees may be subject to change after the initial and subsequent terms.  The Professional Services hours listed in the proposal are an approximation of the project requirements as described by the client.
 The actual cost may change after commencement of the project if unforeseen circumstances are encountered.  The client will be informed of any changes in cost in advance.  Any additional services requested by the company that are not covered by the project parameters will incur additional fees.

Payment Terms:

Current Clients:
 VEIT may require milestone (progress) billing for labor for projects projected to last longer than 30 days.  Hardware will be invoiced upon delivery to the customer.  New customers (or previous customers who have not had an invoice generated in more than 12 months), or customers with current or previous payment challenges, a deposit invoice will be generated for the full invoice amount.

NET New Clients:
 100% of order invoice total payment must be received before any product is ordered or any work begins.  For projects projected to last longer than 30 days, milestone invoicing will be defined and completed.

For Managed Services/Onboarding:
 100% of Onboarding fee will be invoiced and received before onboarding can begin. The first MRR invoice will be sent 30 days after onboarding begins.

Deposit Exceptions:
 Public, State, City, Federal, Nation, and Educational entities - must provide a Purchase Order.  Leases, Project and Implementation-As-A-Service, and Installation Payment Agreement orders – must have signed agreements.

Taxes, Shipping, and Fees
 This Quote is valid for a period of 30 days.
 We reserve the right to cancel orders arising from pricing changes, availability, or other updates or errors.  We specifically disclaim any and all warranties, expressed or implied, including but not limited to any licensed products.  We shall not be liable for any loss of profits, business, goodwill, data, interruption of business, nor for incidental or consequential merchantability or fitness of purpose, nor damages related to this agreement 3 Quote # 034096 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 182 CLICK HERE to Return to Agenda
Main: (866) 863-2266
Email: [email protected]
Web: www.visualedgeit.com
Civic Center Campus Park Wifi
Quote Information: Prepared for: Prepared by:

Quote #: 034096 City of La Quinta Visual Edge IT
Version: 1
Delivery Date: 06/25/2025
Expiration Date: 07/31/2025
78495 Calle Tampico
La Quinta, CA 92253
Gilbert Villalpando
(760) 777-7000
[email protected]
Chris Sanchez
(866) 863-2266
[email protected]
One Time Payment Summary
Description Amount
Visual Edge IT Professional Services
Total: $9,230.77
All services will be invoiced in the month services begin and will be invoiced until service is terminated.

All taxes, shipping, and handling fees on quote are estimated.

Billing Invoice will have all actual taxes, shipping and fees.

By endorsing, you agree that you have read and accept the Terms and Conditions of the Master Services Agreement v. 2024.01.

Visual Edge IT City of La Quinta
Signature:

Name: Christopher Sanchez
Title: Technical Account Manager
Date: 06/25/2025
Signature:

Name: Gilbert Villalpando
Date:
4 Quote # 034096 Version 1 Visual Edge IT | 3874 Highland Park | North Canton, OH 44720 183 CLICK HERE to Return to Agenda
Exhibit B
Schedule of Compensation
With the exception of compensation for Additional Services, provided for in Section

2.3 of this Agreement, the maximum total compensation to be paid to Contracting Party under this Agreement during the life of the contract is Three Million Four Hundred Thousand Dollars ($3,400,000) (“Contract Sum”). The Contract Sum shall be paid to Contracting Party in installment payments made on a monthly basis and in an amount identified in Contracting Party’s schedule of compensation originally attached for the work tasks performed and properly invoiced by Contracting Party in conformance with Section

2.2 of the Original Agreement.
184 CLICK HERE to Return to Agenda
PUBLIC HEARING ITEM NO. 1
City of La Quinta
CITY COUNCIL MEETING: July 1, 2025

STAFF REPORT
AGENDA TITLE: ADOPT RESOLUTION TO APPROVE SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3), CONDITIONAL USE PERMIT 2024-0007 AND SITE DEVELOPMENT PERMIT 2024-0014 FOR AN APPROXIMATE 3,690 SQUARE FOOT DRIVE-THROUGH BUILDING FOR THE HIGHWAY 111 / ADAMS STREET DRIVETHROUGH PROJECT; CEQA: THIS PROJECT IS EXEMPT FROM ENVIRONMENTAL REVIEW PURSUANT TO SECTION 15332 (CLASS 32) INFILL DEVELOPMENT; PROJECT LOCATION: SOUTHWEST CORNER OF ADAMS STREET AND

CORPORATE CENTRE DRIVE

RECOMMENDATION
Adopt a resolution to approve Specific Plan 2024-0005 (SP 1989-014 Amendment No. 3), Conditional Use Permit 2024-0007 and Site Development Permit 2024-0014 for an approximate 3,690 square foot drive-through building for the Highway 111/Adams Street Drive-through project and find that the project is exempt from environmental review pursuant to Section 15332 (Class 32) Infill Development.

EXECUTIVE SUMMARY
 The One-Eleven La Quinta Center Specific Plan (SP 1989-014) was originally approved in 1990 and has since been amended twice. There are conditions of approval on the Specific Plan (SP) that limit the number of drive-through buildings in the One-Eleven La Quinta Center to five and require each drive-through use to obtain a Conditional Use Permit (CUP). Currently, there are five drive-through buildings located in the Shopping Center.
 The Applicant, PVG Architects, is proposing to construct a drive-through building on a vacant pad within the Shopping Center (Attachment 1) and requests to amend a condition of approval of SP 1989-014 Amendment No. 2 to allow for six drivethrough buildings in the One-Eleven La Quinta Center and a CUP to allow the drivethrough use as well as a Site Development Permit (SDP) for the architectural, landscape and site design of the drive-through building (Attachment 2).  In order to make a recommendation for approval of the project, the City Council must:
1) Determine that this project is exempt from environmental review pursuant to Section 15332 (Class 32) infill development project for compliance with the requirements of the California Environmental Quality Act (CEQA) in that the proposed project can be characterized as infill development. 185 CLICK HERE to Return to Agenda
2) Make findings and apply conditions of approval (COAs) in support of the SP 2024- 0005 (SP 1989-014 Amendment No. 3), CUP 2024-0007, and SDP 2024-0014, and apply COAs in support of the applications (Attachment 3).  On June 10, 2025, the Planning Commission (PC) approved PC Resolution 2025- 0006 recommending Council approval of SP 2024-0005 (SP 1989-014 Amendment No. 3), CUP 2024-0007, and SDP 2024-0014

FISCAL IMPACT
The proposed project would generate property tax and sales tax in addition to development impact fees.

BACKGROUND/ANALYSIS
The One-Eleven La Quinta Center Specific Plan was originally approved in 1990 and has been amended twice. Currently, there are conditions of approval on the SP that limit the number of drive-through buildings in the Shopping Center to five and require each drivethrough use to obtain CUPs. There are currently five drive-through buildings permitted in the Shopping Center. The Applicant is proposing to construct a sixth drive-through building on a vacant site within the Shopping Center at the southwest corner of Adams Street and Corporate Centre Drive. In order to allow for this, an amendment to SP 1989-014 and a CUP are required. An SDP is required for the architectural, landscape, and site design of the drive-through building.

Specific Plan Amendment (SPA)
The SPA proposes revising COA No. 71 of SP 1989-014, Amendment No. 2, to increase the number of drive-through buildings allowed from five to six to facilitate the project (Exhibit A to Resolution). There are no other changes to the SP with this amendment.

Conditional Use Permit
The CUP is required to permit drive-through use in this shopping center per COA No. 71 of SP 1989-014 Amendment No. 1. As part of the CUP, the applicant submitted a Statement of Operations describing the hours of operation and the anticipated number of employees (Attachment 4).

Traffic and Drive-through Stacking Analysis
A traffic analysis was prepared for the project per the City’s Traffic Impact Analysis Guidelines (Exhibit B to Resolution). To determine the trip generation for the project, the analysis used the trip generation rate for coffee shop drive-through use which has a higher rate than fast-food drive-through use. The analysis determined that the project would not significantly impact Level of Service (LOS) of the Adams Street/Corporate Centre Drive intersection.

A drive-through stacking study was prepared that reviewed two other drive-throughs within the shopping center (McDonald’s and Starbucks), their stacking and operations, and compared them to the proposed project to provide recommendations on stacking. The 186 CLICK HERE to Return to Agenda
study collected data in ten-minute increments on a typical weekday and a Saturday. The maximum number of queued vehicles observed at both locations was 16. Based on this analysis, the recommendation for vehicle stacking at the proposed project is to accommodate 16 vehicles. If the queue exceeds this number, personnel from the business would be available to direct vehicles to queue in the drive aisle to the south of the drivethrough entrance. The City’s traffic engineer reviewed and approved the double drivethrough configuration and recommendations in the traffic and stacking study.

Site Development Permit (SDP)
The drive-through building is proposed to be 3,690 square feet (sf) with an indoor dining area and outdoor dining area of approximately 650 sf. The building reflects a modern design with architectural breaks and varying roof lines on all frontages and a simple color design incorporating grey and white colors with wood grain tile accents and steel wall elements. The building height is 22 feet (ft) with a parapet wall extending 1.5 ft above and incorporates a tower element on the east elevation at 30 ft in height. The building meets the development standards of SP 1989-014 and the Regional Commercial zone. The project plans are included as Attachment 5. The project is required to provide 43 parking spaces per the City’s Municipal Code parking requirements and provides 46 spaces in the existing parking field to the west of the site.

Landscaping
New landscaping is proposed throughout the site. The assorted species of plants and trees, including Palo Verde and Date Palm trees, assorted agave and lantana plants, and cactus, are consistent with desert landscaping palettes in the City.

AGENCY AND PUBLIC REVIEW
Planning Commission Review
The Planning Commission held a public hearing on the project on June 10, 2025. The Commission discussed several issues, mainly internal circulation and drive-through stacking. After this discussion, the Commission adopted Planning Commission Resolution No. 2025-006 recommending Council approval of the project.

Public Agency Review
All written comments received are on file and available for review with the Design and Development Department. All applicable comments have been adequately addressed and/or incorporated into the recommended COAs.

Public Hearing Notice
The public hearing for this project was publicized in The Desert Sun newspaper on June 20, 2025, and distributed to properties within 500 feet of the site, as required by the City’s Municipal Code, Section 9.200.100. At the time of publication, Staff received no written comments.
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ENVIRONMENTAL REVIEW
The La Quinta Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act, Infill Development, since the project consists of an approximate 3,690 sf building and meets the criteria for infill development as it is less than five acres and is located in an urbanized and built-out area. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality based on the memo attached to the Resolution as Exhibit B.

ALTERNATIVES
Council may choose to approve the project as presented, add conditions of approval and approve as amended or deny the project.

Prepared by: Cheri Flores, Planning Manager
Approved by: Danny Castro, Design and Development Director Attachments: 1. Vicinity Map

2. Project Information

3. Findings for Approval

4. Statement of Operations

5. Plan Set
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RESOLUTION NO. 2025 - XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LA

QUINTA, CALIFORNIA, TO APPROVE A SPECIFIC PLAN

AMENDMENT, CONDITIONAL USE PERMIT AND SITE

DEVELOPMENT PERMIT FOR CONSTRUCTION OF AN
APPROXIMATE 3,690 SQUARE-FOOT DRIVE-THROUGH BUILDING

LOCATED AT THE SOUTHWEST CORNER OF ADAMS STREET

AND CORPORATE CENTRE DRIVE WITHIN THE ONE-ELEVEN LA

QUINTA SHOPPING CENTER, AND FIND THAT THE PROJECT IS

EXEMPT FROM ENVIRONMENTAL REVIEW PURSUANT TO
SECTION 15332 INFILL DEVELOPMENT PROJECT
CASE NUMBERS:

SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
APPLICANT: PVG ARCHITECTS
WHEREAS, the City Council of the City of La Quinta, California, did, on July 1, 2025, hold a duly noticed Public Hearing to consider a request by PVG Architects for approval of a Specific Plan Amendment, a Conditional Use Permit, and a Site Development Permit for the construction of an approximate 3,690 square foot drivethrough building on approximately 0.45 acres located at the southwest corner of Adams Street and Corporate Centre Drive within the One-Eleven La Quinta Shopping Center, more particularly described as:

APN: 643-080-064
WHEREAS, the Design and Development Department published a public hearing notice in The Desert Sun newspaper on June 20, 2025, as prescribed by the Municipal Code. Public hearing notices were also mailed to all property owners within 500 feet of the site and emailed or mailed to all interested parties who have requested notification relating to the project; and
WHEREAS, the Planning Commission of the City of La Quinta, California, did, on June 10, 2025, hold a duly noticed Public Hearing where they considered said request and approved Planning Commission Resolution 2025-0006 recommending the City Council approve the Specific Plan Amendment, Conditional Use Permit, and Site Development Permit; and
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RESOLUTION NO. 2025-XXX
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
LOCATION: SOUTHWEST CORNER OF ADAMS STREET AND CORPORATE CENTRE DRIVE ADOPTED:

PAGE 2 OF 5
Specific Plan 2024-0005
(SP 1989-014 Amendment No. 3)
WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, the City Council did make the following mandatory findings pursuant to Section 9.240.010 of the Municipal Code to justify approval of said Specific Plan Amendment [Exhibit A]:

1. The proposed Specific Plan Amendment is consistent with the General Plan land use designation of General Commercial. The City’s General Plan policies relating to the General Commercial designation encourage a full range of commercial uses, including drive-through restaurants, coffee shops, or other drive-through uses.

2. Approval of the Specific Plan Amendment will not create conditions materially detrimental to the public health, safety, and general welfare, as development already occurs within this Specific Plan area, and further development of the area will be consistent with the urbanized nature where the project is located.

3. The proposed Specific Plan Amendment is compatible with zoning on surrounding properties, which allows and contains commercial retail and restaurant development.

4. The proposed Specific Plan Amendment is suitable and appropriate for the subject property, as the site is flat, already developed with parking areas and drive aisles, and commercial development.

Conditional Use Permit 2024-0007
WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said City Council did make the following mandatory findings pursuant to Section 9.210.020 of the Municipal Code to justify approval of said Conditional Use Permit:

1. The proposed development is consistent with the General Plan land use designation of General Commercial. The City’s General Plan policies relating to the General Commercial designation encourage a full range of commercial uses, including drive-through restaurants, coffee shops, or other drive-through uses. The proposed project meets the Goals and Policies of the General Plan as follows:
- Goals LU-6 and ED-1 as it will contribute to a balanced and varied economic base which provides fiscal stability to the City, and a broad range of goods and services to its residents and the region.
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RESOLUTION NO. 2025-XXX
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
LOCATION: SOUTHWEST CORNER OF ADAMS STREET AND CORPORATE CENTRE DRIVE ADOPTED:

PAGE 3 OF 5
- The project's conceptual landscape design is consistent with Goal WR-1 and Policy UTL-1.2, as it will result in the efficient use and conservation of the City’s water resources.

2. The proposed development, as conditioned, is consistent with the intent of the Regional Commercial District as well as the development standards of the City’s Zoning Code. The project satisfies the District’s intent to provide for automobile-oriented sales and services for the regionally oriented commercial area along Highway 111. The project is consistent with the non-residential development standards.

3. The La Quinta Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act for Infill Development as the project consists of an approximate 3,690 square foot building and meets the criteria for infill development since it is less than five acres and is located in an urbanized and built-out area. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality.

The site can be adequately served by all required utilities and public services [Exhibit B].

4. Approval of the application will not create conditions materially detrimental to the public health, safety, and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. The project consists of a localserving drive-through use.

Site Development Permit 2024-0014
WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said City Council did make the following mandatory findings pursuant to Section 9.210.010 of the Municipal Code to justify approval of said Site Development Permit:

1. The proposed development is consistent with the General Plan land use designation of General Commercial. The City’s General Plan policies relating to the General Commercial designation encourage a full range of commercial uses, including drive-through restaurants, coffee shops, or other drive-through uses. The proposed project meets the Goals and Policies of the General Plan as follows:
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RESOLUTION NO. 2025-XXX
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
LOCATION: SOUTHWEST CORNER OF ADAMS STREET AND CORPORATE CENTRE DRIVE ADOPTED:

PAGE 4 OF 5
- Goals LU-6 and ED-1 as it will contribute to a balanced and varied economic base which provides fiscal stability to the City, and a broad range of goods and services to its residents and the region.
- The project's conceptual landscape design is consistent with Goal WR-1 and Policy UTL-1.2, as it will result in the efficient use and conservation of the City’s water resources.

2. The proposed development, as conditioned, is consistent with the development standards of the City’s Zoning Code in terms of site plan and landscaping. The Site Development Permit is compliant with the Zoning Code’s development standards, including standards for setbacks, heights, and parking.

3. The La Quinta Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act for Infill Development as the project consists of an approximate 3,690 square foot building and meets the criteria for infill development since it is less than five acres and is located in an urbanized and built-out area. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality.

The site can be adequately served by all required utilities and public services

4. The architecture and layout of the project are compatible with, and not detrimental to, the existing surrounding commercial land uses and are consistent with the development standards in the Municipal Code.

5. The site design of the project is compatible with the surrounding development and with the quality of design prevalent in the city. The proposed building is compatible with the surrounding development within the shopping center.

6. The proposed project implements the standards for landscaping and aesthetics established in the General Plan and Zoning Code. The landscape palette is consistent with the City’s drought-tolerant landscaping requirements.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of La Quinta, California, as follows:

SECTION 1. That the above recitations are true and constitute the Findings of the City Council in this case.
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RESOLUTION NO. 2025-XXX
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
LOCATION: SOUTHWEST CORNER OF ADAMS STREET AND CORPORATE CENTRE DRIVE ADOPTED:

PAGE 5 OF 5
SECTION 2. That the above project is exempt from environmental review pursuant to Section 15332 (Class 32) Infill Development project for compliance with the requirements of the California Environmental Quality Act (CEQA) in that the proposed project involves construction of an approximate 3,690 square-foot, drive-through building on a lot less than five acres that can be characterized as infill development [Exhibit B].

SECTION 3. That it does hereby approve Specific Plan 2024-0005 (SP 1989-014 Amendment No. 3), Conditional Use Permit 2024-0007, and Site Development Permit 2024-0014 for the reasons set forth in this Resolution and subject to the attached Conditions of Approval [Exhibit C].

PASSED, APPROVED, and ADOPTED at a regular meeting of the City of La Quinta City Council, held on July 1, 2025, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

LINDA EVANS, Mayor
City of La Quinta, California
ATTEST:

MONIKA RADEVA, City Clerk
City of La Quinta, California
APPROVED AS TO FORM:

WILLIAM H. IHRKE, City Attorney
City of La Quinta, California
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44530 SAN PABLO AVE SUITE 200 PALM DESERT CA 92260 T • 760 779 5393 F • 760 779 5395 RESOLUTION NO. 2025-XXX

EXHIBIT A
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
LOCATION: SOUTHWEST CORNER OF ADAMS STREET AND CORPORATE CENTRE DRIVE ADOPTED:

SPECIFIC PLAN AMENDMENT
TO:

CC:

FROM:

DATE:

RE:

PROJECT:

City of La Quinta
Prest Vuksic Greenwood Architects
December 16, 2024
Specific Plan Amendment
111 La Quinta Drive-Thru Pad
Amendment to CC Resolution 1996-053:

71.+ Drive through facilities shall be developed as follows:
++ A. Not more than five (six) drive through facilities shall be permitted within the specific plan.

B. All drive through facilities shall be screened by a combination of berms, walls and landscaping so that the cars using the drive through facilities will not be visible by pedestrians and cars on the perimeter sidewalk and street in a manner satisfactory to the Community Development Director.

C. Conditional Use Permit applications shall be processed for each drive through facility.
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34200 Bob Hope Drive, Rancho Mirage, CA 92270 | 760.320.9811 | msaconsultinginc.com June 2, 2025
Mr. Brian Tracy
Retain Net Lease Properties, Inc.
78206 Varner Road, Suite D 251
Palm Desert, CA 92211
Subject: California Environmental Quality Act (CEQA) Notice of Exemption (NOE) Dear Mr. Tracy:

MSA Consulting, Inc. has reviewed the project site, which is an undeveloped, vacant commercial pad. The property is approximately 0.45 acres of land (APNs 643-080-064, -060), located at Corporate Centre Drive and Adams Street in the City of La Quinta. The site is located in an existing and mostly developed shopping center. The project is surrounded by paved streets to the north (Corporate Centre Drive) and east (Adams Street), and paved parking lots to the west and south. Developed commercial businesses are located south (Jiffy Lube), east (various offices and businesses), and approximately 250 feet to the north (Kohls). Similar to surrounding land uses, the property has a General Plan Land Use designation of General Commercial (CG) and is zoned Regional Commercial (CR) district. CR zones are intended to provide a broad range of goods and services serving the entire region. Drive-through restaurants are permitted within CR districts.

CEQA provides several categorical exemptions which are applicable to categories of projects and activities that the Lead Agency has determined generally do not pose a risk of significant impacts on the environment. The project proposes a 3,800-square-foot coffee shop with drive-through, and an approximately 600-square-foot outdoor seating area on a previously graded and vacant site within a developed urban area in the City of La Quinta. Site access is proposed at the southwestern corner of the proposed building. The project is exempt under Section 15332 of the State CEQA Guidelines (Class 32 In-fill Development Projects). The project meets the conditions for an infill exemption description as explained below:
 The project is consistent with the applicable General Plan designation, applicable policies and applicable zoning designation and regulations: The project site is designated as CG by the City’s Land Use map and CR by the City’s Zoning map. The project’s proposed commercial development will be developed in a manner that is consistent with the City’s CR development standards and applicable district standards, as identified in Chapter 9.70, Section 9.70.030 and Chapter 9.90 of the City’s Zoning Code.

The City will require design review to ensure the design and quality of the development is consistent with City standards.
 The proposed development occurs within City limits on a project site of no more than five acres substantially surrounded by urban uses: The proposed project occurs within the City limits of La Quinta on approximately 0.45 acres and is less than the maximum five acres. The site is surrounded by existing commercial uses.

RESOLUTION NO. 2025-XXX

EXHIBIT B
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
LOCATION: SOUTHWEST CORNER OF ADAMS STREET AND CORPORATE CENTRE DRIVE ADOPTED:
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California Environmental Quality Act (CEQA) Notice of Exemption (NOE) 111 & Adams Street – La Quinta, CA

Page 2 ends

June 2, 2025
34200 Bob Hope Drive, Rancho Mirage, CA 92270 | 760.320.9811 | msaconsultinginc.com  The project site has no habitat for endangered, rare or threatened species: The site has been completely disturbed and cleared of vegetation. The northeast and eastern side of the project includes a paved sidewalk, and utilities (i.e., traffic lights, transmission and distribution combination electrical poles, and utility boxes). The perimeter of the site is delineated by curb and gutter improvements. The project site is located in an area of the City with commercial and business park land uses. Due to the graded and cleared condition of the project site, and the existing surrounding commercial uses, the project property does not provide suitable or sensitive habitat for special status species and has no value for endangered, rare or threatened species due to its disturbed condition and the lack of habitat.
 Approval of the project would not result in significant effects relating to traffic, noise, air quality, or water quality: The project is proposing a 3,800-square-foot drivethrough restaurant and 600-square-foot outdoor area. As discussed previously, the site has been cleared of vegetation and graded and has remained vacant since 2015 (based on historical imagery). The site was previously developed by 2002, however, in 2015, the site was demolished and cleared and has remained undeveloped and vacant since. The project is consistent with the City’s existing CG Land Use designation for the site. The proposed infill project would not result in impacts relating to traffic. A project-specific Traffic Impact Analysis (TIA) was completed by TJW Engineering on January 30, 2025. The TIA concluded that the project would provide adequate access to the site and the project would be responsible for their fair share of improvement costs. See Attachment 1.

The proposed project is projected to generate 2,028 daily trips which includes 356 AM peak hour trips and 148 PM peak hour trips. The TIA analyzed the impacts to one study intersection in the vicinity of the project: Adams Street and Corporate Centre Drive intersection. The City of La Quinta mandates that the City strive to maintain the minimum level of service for its intersections at no worse than LOS D in the General Plan. The TIA concluded that the study intersection is projected to operate at an acceptable LOS during the AM and PM peak hours for the Existing, Opening Year (OY), and Opening Year Plus Project (OYP) traffic conditions. Therefore, the project would not result in impacts to traffic.

As a land use, coffee shops and drive-through restaurants do not generate excessive noise levels. This, combined with the location of the site in a commercial district surrounded by commercial uses and adjacent to a major roadway (Adams Street immediately east and Highway 111 approximately 500 feet south) presents no evidence that noise impacts would reach substantial levels.

The project is located in a developed area of La Quinta. Currently, the areas east, west, and south of the property are fully developed and operational. The vacant project site is surrounded by existing curb and gutter improvements. All projects greater than 5,000 square feet are subject to preparation and implementation of a Local Air Quality Management Plan for the City. This addresses physical improvements and Best Management Practices (BMPs), during construction, that mitigate any offsite release of surface pollutants from the property. This includes regular compliance reporting. The project would comply with CVWD’s storm-water requirements, which would prevent 196 CLICK HERE to Return to Agenda
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April 25, 2025
Prepared by:

TJW ENGINEERING, INC.
9841 Irvine Center Drive, Suite 200
Irvine, CA 92618
949.878.3509 | www.tjwengineering.com
Adams Street & Corporate Centre Drive
Traffic Impact Analysis
City of La Quinta, California
ATTACHMENT 1
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April 25, 2025
Mr. Michael J. Shovlin

ADAMS ONE ELEVEN LLC
900 Island Drive, Unit 312
Rancho Mirage, CA 92270
Subject: Traffic Impact Analysis – Adams Street & Corporate Centre Drive, City of La Quinta, CA Dear Mr. Shovlin:

TJW ENGINEERING, INC. (TJW) is pleased to present to you with this traffic impact analysis for the proposed project located at the southwest corner of Adams Street and Corporate Centre Drive in the City of La Quinta, California. The development is for the construction of a 3,800 square coffee shop with a drive-through window.

This traffic study has been prepared to meet the traffic study requirements for the City of La Quinta and assesses the forecast traffic operations associated with the proposed project and its impact on the local street network. This report is being submitted to you for review and forwarding to the City of La Quinta.

Please contact us at (949) 878-3509 if you have any questions regarding this analysis.

Sincerely,
Thomas Wheat, PE, TE David Chew, PTP
President Transportation Planner
Registered Civil Engineer #69467
Registered Traffic Engineer #2565
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Adams Street & Corporate Centre Drive
Traffic Impact Analysis
City of La Quinta, California
April 25, 2025
Prepared for:

Mr. Michael J. Shovlin

ADAMS ONE ELEVEN LLC
900 Island Drive, Unit 312
Rancho Mirage, CA 92270
Prepared by:

Thomas Wheat, PE, TE
David Chew, PTP
TJW ENGINEERING, INC.
9841 Irvine Center Drive, Suite 200
Irvine, CA 92618
949.878.3509 | www.tjwengineering.com
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MSA-24-001
4 Table of Contents

1.0 EXECUTIVE SUMMARY ................................................................................................................................... 6

1.1 SUMMARY OF LEVEL OF SERVICE ANALYSIS RESULTS ..................................................................... 6

1.2 ON-SITE ROADWAY AND SITE ACCESS IMPROVEMENTS ................................................................. 7

2.0 INTRODUCTION ............................................................................................................................................. 8

2.1 PROJECT DESCRIPTION .................................................................................................................... 8

2.2 STUDY AREA .................................................................................................................................... 8

2.3 INTERSECTION ANALYSIS METHODOLOGY ...................................................................................... 9

2.4 CITY OF LA QUINTA PERFORMANCE CRITERIA .............................................................................. 10

3.0 EXISTING CONDITIONS ................................................................................................................................ 13

3.1 EXISTING CIRCULATION NETWORK/STUDY AREA CONDITIONS .................................................... 13

3.2 EXISTING PUBLIC TRANSIT SERVICES ............................................................................................. 13

3.3 PEDESTRIANS AND BICYCLES ......................................................................................................... 13

3.4 EXISTING TRAFFIC VOLUMES ........................................................................................................ 13

3.5 EXISTING CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS ............................................ 14

4.0 PROPOSED PROJECT .................................................................................................................................... 17

4.1 PROJECT DESCRIPTION .................................................................................................................. 17

4.2 PROJECT TRIP GENERATION .......................................................................................................... 17

4.3 PROJECT TRIP DISTRIBUTION ........................................................................................................ 17

4.4 SIGHT DISTANCE ANALYSIS ........................................................................................................... 18

4.5 ON-SITE CIRCULATION ANALYSIS .................................................................................................. 18

5.0 OPENING YEAR (OY) TRAFFIC CONDITIONS ................................................................................................. 22

5.1 ROADWAY IMPROVEMENTS ......................................................................................................... 22

5.2 CUMULATIVE PROJECTS TRAFFIC .................................................................................................. 22

5.3 OPENING YEAR TRAFFIC VOLUMES ............................................................................................... 23

5.4 OPENING YEAR INTERSECTION LOS ANALYSIS ............................................................................... 24

6.0 OPENING YEAR PLUS PROJECT (OYP) TRAFFIC CONDITIONS ....................................................................... 27

6.1 ROADWAY IMPROVEMENTS ......................................................................................................... 27

6.2 OPENING YEAR PLUS PROJECT TRAFFIC VOLUMES ....................................................................... 27

6.3 OPENING YEAR PLUS PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS ................................ 27

6.4 ALTERNATIVE SCENARIOS OPENING YEAR PLUS PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS ................................................................................................................................................... 28

7.0 DRIVE-THROUGH QUEUE ANALYSIS ............................................................................................................ 31

7.1 DRIVE-THROUGH QUEUE ANALYSIS METHODOLOGY ................................................................... 31

7.2 DRIVE-THROUGH QUEUE OBSERVATION RESULTS ........................................................................ 31 201 CLICK HERE to Return to Agenda
MSA-24-001
5 List of Tables
Table 1: HCM – LOS & Delay Ranges – Signalized Intersections ...................................................................... 9 Table 2: Roadway Characteristics within Study Area ..................................................................................... 13 Table 3: Intersection Analysis – Existing Conditions ...................................................................................... 14 Table 4: Proposed Project Trip Generation ................................................................................................... 17 Table 5: Cumulative Projects List and Trip Generation .................................................................................. 23 Table 6: Intersection Analysis – Opening Year Conditions ............................................................................. 24 Table 7: Intersection Analysis – Opening Year Plus Project Conditions ......................................................... 27 Table 8: Intersection Analysis – Opening Year Plus Project Conditions ......................................................... 28 Table 9: Summary of Drive-Through Queue Observations and Analysis ........................................................ 32 List of Exhibits
Exhibit 1: Project Location ............................................................................................................................. 11 Exhibit 2: Proposed Project Site Plan ............................................................................................................. 12 Exhibit 3: Lane Geometry and Intersection Controls ..................................................................................... 15 Exhibit 4: Existing AM and PM Peak Hour Volumes ....................................................................................... 16 Exhibit 5: Proposed Trip Distribution ............................................................................................................. 19 Exhibit 6: Sight Distance Analysis .................................................................................................................. 20 Exhibit 7: On-Site Circulation ......................................................................................................................... 21 Exhibit 8: Cumulative Project Locations ........................................................................................................ 25 Exhibit 9: Opening Year AM and PM Peak Hour Volumes ............................................................................. 26 Exhibit 10: Opening Year Plus Project AM and PM Peak Hour Volumes ........................................................ 29 Exhibit 11: Lane Geometry and Intersection Controls for Alternative OYP Scenarios .................................... 30 Exhibit 12: Proposed Queue .......................................................................................................................... 33 Exhibit 13: Comparable Site Locations .......................................................................................................... 34 Appendices
Appendix A: Glossary of Terminology
Appendix B: Scoping Agreement
Appendix C: Existing Traffic Counts
Appendix D: HCM Analysis Sheets

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MSA-24-001
6 1.0 EXECUTIVE SUMMARY
This traffic impact analysis (TIA) analyzes the projected traffic operations associated with the proposed land use project located at the southwest corner of Adams Street and Corporate Centre Drive in the City of La Quinta, California. The purpose of this TIA is to evaluate potential circulation system deficiencies that may result from the development of the proposed project, and to recommend improvements to achieve acceptable operations, if applicable. This analysis has been prepared in coordination with the City of La Quinta via a scoping agreement (See Appendix B) and follows the City of La Quinta 2035 General Plan (City General Plan) (November 2013) and the City of La Quinta Traffic Impact Study Guidelines (City Guidelines) (June 2012).

The proposed project is for the construction of a 3,800 square coffee shop with a drive-through window. The proposed project will be accessible via the existing driveway west of the intersection of Adams Street and Corporate Centre Drive. The project site is currently designated for General Commercial (CG) land use. The site is zoned as Regional Commercial (CR). The project site is currently vacant.

The proposed project is anticipated to be built and generating trips in 2025. The proposed project is projected to generate 2,028 new daily trips including 326 AM peak hour trips and 148 PM peak hour trips.

One (1) intersection in the vicinity of the project site have been included in the intersection level of service (LOS) analysis:

1. Adams Street/Corporate Centre Drive
The study intersection is analyzed for the following study scenarios:
• Existing Traffic Conditions;
• Opening Year (OY) Traffic Conditions;
• Opening Year Plus Project (OYP) Traffic Conditions.

1.1 SUMMARY OF LEVEL OF SERVICE ANALYSIS RESULTS
Table ES-1 summarizes the results of the intersection level of service analysis based on the City of La Quinta thresholds of significance for analyzing transportation deficiencies. 203 CLICK HERE to Return to Agenda
MSA-24-001
7 Table ES-1
Summary of Transportation Deficiencies at the Study Intersection Intersection Existing Opening Year Opening Year
+Project
1 Adams Street Corporate Centre Drive - - -
Existing Traffic Conditions
The study intersection is projected to operate at an acceptable LOS during the AM and PM peak hours for Existing traffic conditions.

Opening Year (OY) Traffic Conditions
The study intersection is projected to operate at an acceptable LOS during the AM and PM peak hours for Opening Year traffic conditions.

Opening Year Plus Project (OYP) Traffic Conditions
The study intersection is projected to operate at an acceptable LOS during the AM and PM peak hours for Background traffic conditions.

1.2 ON-SITE ROADWAY AND SITE ACCESS IMPROVEMENTS
Wherever necessary, roadways adjacent to the proposed project site and site access points will be constructed in compliance with recommended roadway classifications and respective cross-sections in the City General Plan or as directed by the City Engineer.

Sight distance at each project access point should be reviewed with respect to standard Caltrans and City sight distance standards at the time of final grading, landscaping and street improvement plans.

Signing and stripping shall be implemented in conjunction with detailed construction plans for the project site.
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MSA-24-001
8 2.0 INTRODUCTION
This traffic impact analysis (TIA) analyzes the projected traffic operations associated with the proposed land use project located at the southwest corner of Adams Street and Corporate Centre Drive in the City of La Quinta, California. The purpose of this TIA is to evaluate potential circulation system deficiencies that may result from the development of the proposed project, and to recommend improvements to achieve acceptable operations, if applicable. This analysis has been prepared in coordination with the City of La Quinta via a scoping agreement (See Appendix B) and follows the City of La Quinta 2035 General Plan (City General Plan) (November 2013) and the City of La Quinta Traffic Impact Study Guidelines (City Guidelines) (June 2012).

2.1 PROJECT DESCRIPTION
The proposed project is for the construction of a 3,800 square coffee shop with a drive-through window. The proposed project will be accessible via the existing driveway west of the intersection of Adams Street and Corporate Centre Drive. The project site is currently designated for General Commercial (CG) land use. The site is zoned as Regional Commercial (CR). The project site is currently vacant.

Exhibit 1 displays a map with the proposed project location. Exhibit 2 shows the project site plan.

2.2 STUDY AREA
One (1) intersection in the vicinity of the project site has been included in the intersection level of service (LOS) analysis:

1. Adams Street/Corporate Centre Drive
The intersection is located within the City of La Quinta. The study intersection is analyzed for the following study scenarios:
• Existing Traffic Conditions;
• Opening Year (OY) Traffic Conditions;
• Opening Year Plus Project (OYP) Traffic Conditions.

Traffic operations are evaluated for the following time periods:
• Weekday AM Peak Hour occurring between 7:00 AM to 9:00 AM; • Weekday PM Peak Hour occurring between 4:00 PM to 6:00 PM. 205 CLICK HERE to Return to Agenda
MSA-24-001
9 2.3 INTERSECTION ANALYSIS METHODOLOGY
Level of Service (LOS) is commonly used to describe the quality of flow on roadways and at intersections using a range of LOS from LOS A (free flow with little congestion) to LOS F (severely congested conditions).

The definitions for LOS for interruption of traffic flow differ depending on the type of traffic control (traffic signal, unsignalized intersection with side street stops, unsignalized intersection with all-way stops). The Highway Capacity Manual 7th Edition (HCM) (Transportation Research Board, 2022) methodology expresses the LOS of an intersection in terms of delay time for the intersection approaches. The HCM methodology utilizes different procedures for different types of intersection controls.

City Guidelines allow signalized intersection operations to be analyzed utilizing the HCM methodology.

Intersection LOS for signalized intersections is based on the intersection’s average control delay for all movements at the intersection during the peak hour. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. The procedure for stop-control analysis determines the average total delay, expressed in seconds of delay per vehicle, for left turns from the major street and from the stop-controlled minor street traffic stream. Delay values are calculated based on the relationship between traffic on the major street and the availability of acceptable “gaps” in this stream through which conflicting traffic movements can be made.

Intersection operation for unsignalized intersections is based on the weighted average control delay expressed in seconds per vehicle. At a two-way or side-street stop-controlled intersection, LOS is calculated for each stop-controlled minor street movement, for the left-turn movement(s) from the major street, and for the intersection as a whole. For approaches consisting of a single lane, the delay is calculated as the average of all movements in that lane. For all-way stop-controlled intersection, LOS is computed for the intersection as a whole.

Table 1 describes the general characteristics of traffic flow and accompanying delay ranges at signalized intersections.

Table 1:

HCM – LOS & Delay Ranges – Signalized Intersections
Level of
Service
Average Control Delay (Seconds/Vehicle)
Signalized Intersections Unsignalized Intersections
A 0 – 10.00 0 – 10.00
B 10.01 – 20.00 10.01 – 15.00
C 20.01 – 35.00 15.01 – 25.00
D 35.01 – 55.00 25.01 – 35.00
E 55.01 – 80.00 35.01 – 50.00
F > 80.01 > 50.01
Source: Highway Capacity Manual, 7th Edition (Transportation Research Board, 2022). 206 CLICK HERE to Return to Agenda
MSA-24-001
10 Collected peak hour traffic volumes have been adjusted using a peak hour factor (PHF) to reflect peak 15- minute volumes. It is a common practice in LOS analysis to conservatively use a peak 15-minute flow rate applied to the entire hour to derive flow rates in vehicles per hour that are used in the LOS analysis. The PHF is the relationship between the peak 15-minute flow rate and the full hourly volume. PHF = [Hourly Volume]/ [4 * Peak 15-Minute Volume]. The use of a 15-minute PHF produces a more detailed and conservative analysis compared to analyzing vehicles per hour. Existing PHFs, obtained from the existing traffic counts have been used for all analysis scenarios in this study.

This analysis utilizes PTV Vistro, Version 2025 analysis software for all signalized intersections. Vistro is a macroscopic traffic software program that is based on the signalized intersection capacity analysis specified in Chapter 16 of the HCM. The level of service and capacity analysis performed within Vistro takes the optimization and coordination of signalized intersections within a network into consideration.

2.4 CITY OF LA QUINTA PERFORMANCE CRITERIA
The City General Plan has established City of La Quinta mandates that the City strive to maintain the minimum level of service for its intersections at no worse than LOS D. 207 CLICK HERE to Return to Agenda
Not to Scale Exhibit ϭ: Wroũect >ocation Adams Street and Corporate Centre Drive Traffic Impact Analysis MSA-24-001 Legend: Project Site Highway 111 Corporate Centre Drive Adam Street # Study Intersection Location 1
208
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Not to Scale Exhibit Ϯ: WroƉoseĚ Site Wlan Adams Street and Corporate Centre Drive Traffic Impact Analysis MSA-24-001 209
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MSA-24-001
13 3.0 EXISTING CONDITIONS

3.1 EXISTING CIRCULATION NETWORK/STUDY AREA CONDITIONS
The characteristics of the roadways in the study intersection are described in Table 2.

Table 2:

Roadway Characteristics within Study Area
Roadway Classification1 Jurisdiction Direction Existing Travel Lanes
Median
Type2
Speed
Limit (mph)
On-Street
Parking
Adams Street Secondary Arterial 4UD La Quinta North-South 4 RM 45 No Corporate Centre Drive Collector La Quinta East-West 2 NM 25 No 1: Source: City of La Quinta 2035 General Plan (November 2013). 2: RM= Raised Median, NM = No Median.

Exhibit 3 shows the Existing study area lane geometry and intersection controls.

3.2 EXISTING PUBLIC TRANSIT SERVICES
The City of La Quinta is served by the SunLine Transit Agency which provides bus service throughout the Coachella Valley region. SunLine Route 7 travels between census-designated Bermuda Dunes and the City of La Quinta and travels past the proposed project along Adams Street. It includes two (2) stops less than onethird (1/3) of a mile from the site. Appendix B contains a map and schedule of SunLine Route 7.

3.3 PEDESTRIANS AND BICYCLES
The City General Plan indicates a Class III bicycle path is planned for Adams Street along the proposed project frontage. There are pedestrian crosswalks at all four approaches of the study intersection. Sidewalks exist on Adams Street and the westbound leg of Corporate Centre Drive. The proposed project includes the construction of a sidewalk on the eastbound leg of Corporate Centre Drive along the project frontage.

3.4 EXISTING TRAFFIC VOLUMES
To determine the existing operation of the study intersection, AM and PM peak period traffic volumes were collected on Tuesday, December 17, 2024. Detailed traffic count data is provided in Appendix C. The existing AM and PM peak hour volumes at the study intersection is shown in Exhibit 4. 210 CLICK HERE to Return to Agenda
MSA-24-001
14 3.5 EXISTING CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS The intersection analysis of the AM and PM peak hours for Existing traffic conditions is shown in Table 3.

Calculations are based on the Existing geometrics at the study area intersection as shown previously in Exhibit 3. HCM analysis sheets are provided in Appendix D.

Table 3:

Intersection Analysis – Existing Conditions
Intersection Control Type Peak Hour Existing Conditions Delay1 LOS
1 Adams Street Corporate Centre Drive Signal
AM 18.2 B
PM 18.8 B
1: Delay shown in seconds per vehicle. Per the Highway Capacity Manual 7th Edition, overall average delay and LOS are shown for signalized and all-way stopcontrolled intersections.

As shown in Table 3, the study intersection is currently operating at an acceptable LOS during the AM and PM peak hours for Existing traffic conditions.

211 CLICK HERE to Return to Agenda
Not to Scale Exhibit ϯ: >ane 'eoŵetry anĚ /ntersection Controls Adams Street and Corporate Centre Drive Traffic Impact Analysis MSA-24-001 Legend: Project Site Highway 111 # Study Intersection Location 1 Corporate Centre Drive Adam Street Adam Street/ Corporate Centre Drive-Driveway 212
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Not to Scale Exhibit ϰ: Existing AD anĚ WD WeaŬ ,our soluŵes Adams Street and Corporate Centre Drive Traffic Impact Analysis MSA-24-001 Legend: Project Site Highway 111 # Study Intersection Location 1 Corporate Centre Drive Adam Street Adam Street/ Corporate Centre Drive-Driveway AM Peak Hour Volumes PM Peak Hour Volumes Adam Street/ Corporate Centre Drive-Driveway 213
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MSA-24-001
17 4.0 PROPOSED PROJECT

4.1 PROJECT DESCRIPTION
The proposed project is for the construction of a 3,800 square foot coffee shop with a drive-through window.

The proposed project will be accessible via the existing driveway west of the intersection of Adams Street and Corporate Centre Drive. The project site is currently designated for General Commercial (CG) land use.

The site is zoned as Regional Commercial (CR). The project site is currently vacant.

Exhibit 2 previously showed the proposed project site plan.

4.2 PROJECT TRIP GENERATION
Trip generation represents the amount of traffic, both inbound and outbound, produced by a development.

Determining trip generation for a proposed project is based on projecting the amount of traffic that the specific land uses being proposed will produce. Industry standard Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) trip generation rates were used to determine trip generation of for the proposed project land uses.

Table 4 summarizes the projected AM peak hour, PM peak hour and daily trip generation of the proposed project. The proposed project is projected to generate 2,028 new daily trips including 326 AM peak hour trips and 148 PM peak hour trips.

Table 4:

Proposed Project Trip Generation
1: Trip generation and pass-by rates from ITE Trip Generation Manual (11th Edition, 2021). 2: TSF = Thousand Square Feet.

4.3 PROJECT TRIP DISTRIBUTION
Projecting trip distribution involves the process of identifying probable destinations and traffic routes that will be utilized by the proposed project’s traffic. The potential interaction between the proposed land use and surrounding regional access routes are considered to identify the probable routes onto which project traffic would distribute. The projected trip distribution for the proposed project is based on anticipated travel patterns to and from the project site. Exhibit 5 shows the project proposed trip distribution.

Proposed Land Use1 ITE
Code Qty Unit2
Daily AM Peak Hour PM Peak Hour
Rate Volume Rate In:Out
Split
Volume
Rate In:Out
Split
Volume
In Out Total In Out Total
Coffee/Donut shop with
Drive-Through Window 937 3.80 TSF 533.57 2,028 85.88 51:49 166 160 326 38.99 50:50 74 74 148 214 CLICK HERE to Return to Agenda
MSA-24-001
18 4.4 SIGHT DISTANCE ANALYSIS
Corner sight distance was reviewed at the proposed exiting drive-through. The parking lot of the shopping center was assumed to be 15 miles per hour. As such, the recommended minimum stopping sight distance would be 100 feet, the corner sight distance to the right 145 feet, and the corner sight distance to the left 165 feet. Currently there is more sight distance available than these minimum recommended values at the proposed parking lot connection so long as the drive-through is designed with the appropriate sight lines.

Exhibit 6 displays the sight distance analysis template.

4.5 ON-SITE CIRCULATION ANALYSIS
A template displaying navigation of a passenger vehicle circulating in and out of the drive-through of the proposed project was generated to demonstrate the sufficiency of space to maneuver through the project.

A standard passenger vehicle of 20-feet in length was used for the template. The template is provided in Exhibit 7.
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Not to Scale Exhibit ϱ: WroƉoseĚ driƉ Distribution Adams Street and Corporate Centre Drive Traffic Impact Analysis MSA-24-001 Legend: Project Site Highway 111 # Study Intersection Location 1 Corporate Centre Drive Adam Street (XX%) Percent Trip Distribution 45%55%
216
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20'-0" BUILDING
DN

PROPERTY LINE

PROPERTY LINE PROPERTY LINE
26'-0" 6'-0" 15'-0" 4'-0"
18'-0"

PROPERTY LINE

OUTDOOR SEATING
APPROX. 650 SF
ORDER

DIRECTIONAL SIGN

ADAMS STREET DN
DN DN 4'-0" 13'-0"
10'-0"
104 112 114 103
TYP. 103 TYP. 105
106
TYP. 116
100
102
TYP. 118
119
102
TYP. 115
108
110 109 4'-0" 3'-6" 5'-0"2'-0"
TYP. 103
103
119
DN
TYP. 111 TYP. 105 RIGHT TURN ONLY 1'-0" 24'-6" 1'-6" R 11'-0" R 25'-0"
R 25'-0" DN

PICK UP
Exhibit 6: Sight Distance Analysis
Adam St and Corporate Centre Dr Queue Study MSA-24-001 Project Site Adams Street 217
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MH
LANDSCAPE SB 10'-0" SETBACK 20'-0" BUILDING DN COMPACT

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
PROPERTY LINE 26'-0" 6'-0" 15'-0" 4'-0" 18'-0"

PROPERTY LINE

OUTDOOR SEATING
APPROX. 650 SF ORDER DIRECTIONAL SIGN ADAMS STREET

DN DN DN
4'-0" 13'-0"
10'-0" 104 112 114 113 103 TYP. 105 TYP. 103 106 TYP. 116 100 102 TYP. 117 118 119 102 TYP. 115 108 110 109 4'-0" 3'-6" 5'-0"2'-0" TYP. 103 103 102 119 DN TYP. 111 TYP. 105

RIGHT TURN ONLY
1'-0" 24'-6" 1'-6"
R 11'-0"
R 25'-0"
R 25'-0"
DN PICK UP Passenger Car - P
Passenger Car - P
MH
LANDSCAPE SB 10'-0" SETBACK 20'-0" BUILDING DN COMPACT

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
PROPERTY LINE 26'-0" 6'-0" 15'-0" 4'-0" 18'-0"

PROPERTY LINE

OUTDOOR SEATING
APPROX. 650 SF ORDER DIRECTIONAL
SIGN

ADAMS STREET

DN DN DN
4'-0" 13'-0" 10'-0" 104 112 114 113 103 TYP. 105 TYP. 103 106 TYP. 116 100 102 TYP. 117 118 119 102 TYP. 115 108 110 109 4'-0" 3'-6" 5'-0"2'-0" TYP. 103 103 102 119 DN TYP. 111 TYP. 105

RIGHT TURN ONLY
1'-0" 24'-6" 1'-6"
R 11'-0"
R 25'-0"
R 25'-0"
DN PICK UP Passenger Car - P
Passenger Car - P Exhibit 7: On-Site Circulation Adam St and Corporate Centre Dr Queue Study MSA-24-001 Legend:19 3 11 P - Passenger Car Overall Length 19.000ft Overall Width 7.000ft Overall Body Height 5.101ft Min Body Ground Clearance 1.116ft Track Width 6.000ft Lock-to-lock time 4.00s Curb to Curb Turning Radius 24.000ft CIRCULATION EXHIBIT 1 CIRCULATION EXHIBIT 2 218
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MSA-24-001
22 5.0 OPENING YEAR (OY) TRAFFIC CONDITIONS
The Opening Year (OY) traffic conditions analysis is intended to analyze the traffic conditions projected for the proposed project opening year. This study scenario includes analysis of traffic generated by nearby cumulative projects. It does not include traffic generated by the proposed project.

5.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for the OY traffic conditions scenario are consistent with those previously shown in Exhibit 3.

5.2 CUMULATIVE PROJECTS TRAFFIC
City Guidelines require that other reasonably foreseeable development projects which are either approved or are currently being processed in the study area also be included as part of a cumulative analysis scenario.

A list of cumulative projects was developed for this analysis through consultation with City of La Quinta staff, and obtainment of current development status reports. A summary of the cumulative projects including their land uses and trip generation are shown in Table 5. The cumulative project locations are shown on the map in Exhibit 8.
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MSA-24-001
23 Table 5:

Cumulative Projects List and Trip Generation
Project Land Use1 ITE
Code Qty Unit3
Daily AM Peak Hour PM Peak Hour
Rate Volume Rate In:Out
Split
Volume
Rate In:Out
Split
Volume
In Out Total In Out Total
1 Flora at Jefferson
Square
Multifamily Housing
(Low-Rise) 220 88 DU 6.74 593 0.4 24:76 8 27 35 0.51 63:37 28 17 45 2 Jefferson Street
Apartments
Multifamily Housing
(Low-Rise) 220 42 DU 6.74 283 0.4 24:76 4 13 17 0.51 63:37 13 8 21 3 Dune Palm
Mixed Use
Coffee shop w/ Drive
Through Window 934 4.76 TSF 467.48 2,226 44.61 51:49 108 104 212 33.0 3 52:48 82 75 157
Pass By-Trips
(0.5 Daily, 0.5 AM, 0.55 -1,113 -54 -52 -106 -45 -41 -86 Single-Tunnel Automated
Car Wash2 1.0 Tunnel 1858 1,858 124 50:50 62 62 124 190 50:50 95 95 190 Pass By-Trips
(0.2 Daily, 0.2 AM, 0.2 PM) -372 -12 -12 -25 -19 -19 -38 -372 Multifamily Housing
(Low-Rise) 210 180 DU 6.74 1,213 0.4 24:76 17 55 72 0.51 63:37 58 34 92 4 Hampton Inn Hotel 310 125 RM 7.99 999 0.46 56:44 32 26 58 0.59 51:49 38 36 74 5 St. Francis
Expansion Church 560 22.50 TSF 7.6 171 0.32 62:38 4 3 7 0.49 44:56 5 6 11 6 La Quinta Village
Apartments
Multifamily Housing
(Low-Rise) 220 178 DU 6.74 1,200 0.4 24:76 17 54 71 0.51 63:37 57 34 91 Affordable Housing 223 74 DU 4.81 356 0.36 29:71 8 19 27 0.46 59:41 20 14 34 7 Rancho La Quinta
Club Expansion General Office Building 710 2.92 TSF 10.84 32 1.52 88:12 4 0 4 1.44 17:83 1 3 4 8 Rancho La Quinta
Fitness Health/Fitness Club 492 11.54 TSF 0 0 1.31 51:49 8 7 15 3.45 57:43 23 17 40 Results Daily Volume AM
Peak Hour In Out Total PMPeak Hour In Out Total
Subtotal 8,93 272 370 642 420 339 759
Pass-By Trips -1,485 -66 -64 -131 -64 -60 -124
Net Total 7,44 206 306 511 356 279 635
1: Trip generation and pass-by rates are from the ITE Trip Generation Manual (11th Edition, 2021) except where noted. 2: Trip generation and pass-by rates are derived from Fast5Xpress Glendora Traffic Impact Analysis FCW21002 (March 2022) prepared by TJW Engineering, Inc. 3: DU = Dwelling Units; TSF = Thousand Square Feet; RM = Room.

5.3 OPENING YEAR TRAFFIC VOLUMES
OY traffic volumes are volumes projected for the proposed project opening year, 2025, including volumes from nearby cumulative projects. To project traffic volumes for 2025, an annual growth rate of 2% for one year was applied to the Existing traffic volumes. The projected volumes are then added to the cumulative project volumes. Exhibit 9 shows OY AM and PM peak hour volumes at the study intersection.

OY Volumes = (Existing (2024) Counts * 1.02) + Cumulative Projects 220 CLICK HERE to Return to Agenda
MSA-24-001
24 5.4 OPENING YEAR INTERSECTION LOS ANALYSIS
The intersection analysis for AM and PM peak hours under OY traffic conditions is shown in Table 6. HCM worksheets are shown in Appendix D.

Table 6:

Intersection Analysis – Opening Year Conditions
Intersection Control Type Peak Hour
OY Conditions
Delay1 LOS
1 Adams Street Corporate Centre Drive Signal
AM 17.7 B
PM 18.3 B
1: Delay is shown in seconds per vehicle. Per the Highway Capacity Manual 7th Edition, overall average delay and LOS are shown for signalized and all-way stop-controlled intersections.

As shown in Table 6, the study intersection is projected to operate at an acceptable LOS during the AM and PM peak hours for OY traffic conditions.

221 CLICK HERE to Return to Agenda
Exhibit ϴ: Cuŵulatiǀe Wroũect >ocations Adams Street and Corporate Centre Drive Traffic Impact Analysis MSA-24-001 Legend: Project Site X Approximate Cumulative Project Locations 4 5 3 87 6 2 1 PROJECT SITE 222
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Not to Scale Exhibit ϵ: OƉening zear AD anĚ WD WeaŬ ,our soluŵes Adams Street and Corporate Centre Drive Traffic Impact Analysis MSA-24-001 Legend: Project Site Highway 111 Corporate Centre Drive Adam Street # Study Intersection Location 1 Adam Street/ Corporate Centre Drive-Driveway AM Peak Hour Volumes PM Peak Hour Volumes Adam Street/ Corporate Centre Drive-Driveway 223
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MSA-24-001
27 6.0 OPENING YEAR PLUS PROJECT (OYP) TRAFFIC CONDITIONS The Opening Year Plus Project (OYP) traffic conditions analysis is intended to analyze impact the proposed project has on the traffic conditions projected for the proposed project opening year. This study scenario includes analysis of traffic generated by nearby cumulative projects.

6.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for the OYP traffic conditions scenario are consistent with those previously shown in Exhibit 3.

6.2 OPENING YEAR PLUS PROJECT TRAFFIC VOLUMES
OYP traffic volumes are volumes projected for the proposed project opening year, 2025, including volumes generated by the proposed project and nearby cumulative projects. To project traffic volumes for 2025, an annual growth rate of 2% for one year was applied to the Existing traffic volumes. The projected volumes are then added to the volumes of both the proposed project and cumulative projects. Exhibit 10 shows OYP AM and PM peak hour volumes at the study intersection.

OYP Volumes = (Existing (2024) Counts * 1.02) + Proposed Project + Cumulative Projects

6.3 OPENING YEAR PLUS PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS The OYP traffic conditions AM and PM peak hour intersection analysis is shown in Table 7. HCM analysis sheets are provided in Appendix D.

Table 7:

Intersection Analysis – Opening Year Plus Project Conditions Intersection Control Type Peak
Hour
E Conditions OYP Conditions
Delay1 LOS Delay1 LOS
1 Adams Street Corporate Centre Drive Signal
AM 18.2 B 25.2 B
PM 18.8 B 22.2 C
1: Delay is shown in seconds per vehicle. Per the Highway Capacity Manual 7th Edition, overall average delay and LOS are shown for signalized and all-way stop-controlled intersections.

As shown in Table 7, the study intersection is projected to operate at an acceptable LOS during the AM and PM peak hours for OYP traffic conditions.
224 CLICK HERE to Return to Agenda
MSA-24-001
28 6.4 ALTERNATIVE SCENARIOS OPENING YEAR PLUS PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS The City of La Quinta requested 3 different alternative scenarios to be analyzed at the study intersection of Adams Street and Corporate Centre Drive.
• Alternative 1 – Four (4) lane configuration at Corporate Centre Drive • Alternative 2 – One (1) lane configuration along Adams Street (road diet) • Alternative 3 – Roundabout
Exhibit 11 shows Alternative OYP lane geometry and intersection controls. The Alternative OYP traffic conditions AM and PM peak hour intersection analysis is shown in Table 8. HCM analysis sheets are provided in Appendix D.

Table 8:

Intersection Analysis – Opening Year Plus Project Conditions Intersection Peak
Hour
OYP Conditions Alternative #1 Alternative #2 Alternative #3 Delay1 LOS Delay1 LOS Delay1 LOS Delay1 LOS
1 Adams Street Corporate Centre Drive
AM 25.2 B 24.4 C 22.3 C 14.6 B
PM 22.2 C 22.0 C 18.7 B 14.0 B
1: Delay is shown in seconds per vehicle. Per the Highway Capacity Manual 7th Edition, overall average delay and LOS are shown for signalized and all-way stop-controlled intersections.

As shown in Table 8, the study intersection is projected to operate at an acceptable LOS during the AM and PM peak hours for Alternative OYP traffic conditions. Of note, for all three alternative scenarios, each individual movement of all four legs of the intersection were projected to operate at acceptable LOS during both AM and PM peak hours. The HCM analysis sheets of Appendix D show the delays and corresponding LOS for each individual movement of each leg for all three scenarios. 225 CLICK HERE to Return to Agenda
Not to Scale Exhibit ϭϬ: OƉening zear Wlus Wroũect AD anĚ WD WeaŬ ,our soluŵes Adams Street and Corporate Centre Drive Traffic Impact Analysis MSA-24-001 Legend: Project Site Highway 111 # Study Intersection Location 1 Corporate Centre Drive Adam Street Adam Street/ Corporate Centre Drive-Driveway AM Peak Hour Volumes PM Peak Hour Volumes Adam Street/ Corporate Centre Drive-Driveway 226
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Not to Scale Exhibit ϭϭ: >ane 'eoŵetry anĚ /ntersection Controls Ĩor Alternatiǀe OzW Scenarios Adams Street and Corporate Centre Drive Traffic Impact Analysis MSA-24-001 Legend: Project Site Highway 111 # Study Intersection Location 1 Corporate Centre Drive Adam Street Adam Street/ Corporate Centre Drive-Driveway Alternative #1 Adam Street/ Corporate Centre Drive-Driveway Adam Street/ Corporate Centre Drive-Driveway Alternative #2 Alternative #3 227
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MSA-24-001
31 7.0 DRIVE-THROUGH QUEUE ANALYSIS
The project proposes a coffee shop drive-through window which would have a capacity of approximately 17 vehicles before a queue begins to form outside of the drive-through lane. Comparable sites for the drivethrough queue analysis were determined based on discussions with the project applicant and City staff. The two locations have similar adjacent major roadways. The drive-through queue data was collected at the following two existing comparable locations:
1) McDonald’s: 78-962 CA-111, La Quinta, CA 92253;
2) Starbucks: 78-752 CA-111, La Quinta, CA 92253.

Exhibit 12 demonstrates the proposed queue using a standard passenger vehicle and Exhibit 13 shows the proposed comparable site locations.

7.1 DRIVE-THROUGH QUEUE ANALYSIS METHODOLOGY
Peak periods for coffee shops are typically weekdays in the morning, lunchtime, and in the evening.

Therefore, site queue observations were conducted on a typical weekday and Saturday from 7:00-9:00 AM, 11:00 AM-2:00 PM, and 4:00-7:00 PM. Data was collected in 10-minute increments on Saturday, December 14, 2025 and Tuesday, December 17, 2025.

The data collection resulted in a sample size of 102 data points on each day for a total of 208 data points.

The data collected can be used to determine the 85th percentile queue length, which is typically used to determine the appropriate vehicle stacking needed for drive-through restaurants.

7.2 DRIVE-THROUGH QUEUE OBSERVATION RESULTS
Based on the collected data, Table 9 shows the number of times a certain queue length occurred and the probability of that queue length not being exceeded. Complete observation data is provided in Appendix A. 228 CLICK HERE to Return to Agenda
MSA-24-001
32 Table 9:

Summary of Drive-Through Queue Observations and Analysis Drive-Through Queue Analysis
Queue Length
(Vehicles)
Number of
Occurrences
Total Number of
Data Points
Probability of Exceeding
Queue Length
0 6 6 2.94%
1 19 25 12.25%
2 21 46 22.55%
3 24 70 34.31%
4 22 92 45.10%
5 13 105 51.47%
6 19 124 60.78%
7 17 141 69.12%
8 13 154 75.49%
9 16 170 83.33%
10 10 180 88.24%
11 5 185 90.69%
12 7 192 94.12%
13 3 195 95.59%
14 6 201 98.53%
15 2 203 99.51%
16 1 204 100.00%
85th Percentile Info
Queue Length: 10 Vehicles Data Point: 174th
When determining the appropriate queue storage, a drive-through should typically be designed to accommodate the 85th percentile queue length. Based on the data collected at the existing locations, the 85th percentile queue length is 10 vehicles which occurred at the 88th data point. The maximum observed queue was 16 vehicles occurring one time.

In the event that the queue extends beyond 17 vehicles, coffee shop associates can direct traffic through the drive aisles in the parking lot to stack south of the drive-through lane entrance. This will leave the coffee shop drive-through entrance accessible and will only block off parking spaces near the coffee shop itself. 229 CLICK HERE to Return to Agenda
SETBACK 20'-0" BUILDING DN PROPERTY LINE
PROPERTY LINE 26'-0" 6'-0" 15'-0" 4'-0" OUTDOOR SEATING APPROX. 650 SF ORDER DIRECTIONAL SIGN

DN DN DN
4'-0" 13'-0" 10'-0" TYP. 105 TYP. 103 106 TYP. 116 100 102 119 TYP. 115 108 4'-0" 3'-6" 5'-0"2'-0" 103 119 DN TYP. 111 105

RIGHT TURN ONLY
1'-0" 24'-6" 1'-6"
R 11'-0"
R 25'-0"
R 25'-0"
DN PICK UP Not to Scale Exhibit ϭϮ: WroƉoseĚ Yueue Adam St and Corporate Centre Dr Queue Study MSA-24-001 Project Site Legend:19 3 11 P - Passenger Car Overall Length 19.000ft Overall Width 7.000ft Overall Body Height 5.101ft Min Body Ground Clearance 1.116ft Track Width 6.000ft Lock-to-lock time 4.00s Curb to Curb Turning Radius 24.000ft 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 16 230
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Not to Scale Exhibit ϭϯ: CoŵƉarable Site >ocations Adams Street and Corporate Centre Drive Traffic Impact Analysis MSA-24-001 Starbucks McDonald's Project Site Highway 111 Adam Street Simon Drive La Quinta Center Drive 231
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MSA-24-001

APPENDIX
Appendix A: Glossary of Terminology
Appendix B: Scoping Agreement
Appendix C: Existing Traffic Counts
Appendix D: HCM Analysis Sheets
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APPENDIX A

GLOSSARY OF TERMINOLOGY
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Glossary of Terminology
ACRONYMS:

AC Acres
ADT Average Daily Traffic
Caltrans California Department of Transportation
DU Dwelling Unit
ICU Intersection Capacity Utilization
LOS Level of Service
TSF Thousand Square Feet
V/C Volume/Capacity
VMT Vehicle Miles Traveled
TERMS
AVERAGE DAILY TRAFFIC – The average 24-hour volume for a stated period divided by the number of days in that period. For example, Annual Average Daily Traffic is the total volume during a year divided by 365 days.

CAPACITY – The maximum number of vehicles that can be reasonably expected to pass over a given section of a lane or a roadway in a given time period.

CYCLE LENGTH – The time period in seconds required for a traffic signal to complete one full cycle of indications.

DAILY CAPACITY – A theoretical value representing the daily traffic volume that will typically result in a peak hour volume equal to the capacity of the roadway.

DELAY – The time consumed while traffic is impeded in its movement by some element over which it has no control, usually expressed in seconds per vehicle.

DENSITY – The number of vehicles occupying in a unit length of the through traffic lanes of a roadway at any given instant. Usually expressed in vehicles per mile.

DESIGN SPEED – A speed selected for purposes of design. Features of a highway, such as curvature, superelevation, and sight distance (upon which the safe operation of vehicles is dependent) are correlated to design speed.

DIRECTIONAL SPLIT – The percent of traffic in the peak direction at any point in time. 234 CLICK HERE to Return to Agenda
FREE FLOW – Volumes are well below capacity. Vehicles can maneuver freely and travel is unimpeded by other traffic.

HEADWAY – Time or distance spacing between successive vehicles in a traffic stream, front bumper to front bumper.

LEVEL OF SERVICE – A qualitative measure of a number of factors, which include speed and travel time, traffic interruptions, freedom to maneuver, safety, driving comfort and convenience, and operating costs.

PASSENGER CAR EQUIVALENT (PCE) – A metric used to assess the impact of larger vehicles, such as trucks, recreational vehicles, and buses, by converting the traffic volume of larger vehicles to an equivalent number of passenger cars.

PEAK HOUR – The 60 consecutive minutes with the highest number of vehicles.

QUEUE LENGTH – The length of vehicle queue, typically expressed in feet, waiting at a service area such as a Traffic signal, stop sign, or access gate.

SIGHT DISTANCE – The continuous length of roadway visible to a driver or roadway user.

SIGNAL CYCLE – The time period in seconds required for one complete sequence of signal indications.

SIGNAL PHASE – The part of the signal cycle allocated to one or more traffic movements.

STARTING DELAY – The delay experienced in initiating the movement of queued traffic from a stop to an average running speed through an intersection.

TRAFFIC-ACTUATED SIGNAL – A type of traffic signal that directs traffic to stop and go in accordance with the demands of traffic, as registered by the actuation of detectors.

TRIP – The movement of a person or vehicle from one location (origin) to another (destination). For example, from home to store to home is two trips, not one.

TRIP GENERATION RATE – The quantity of trips produced and/or attracted by a specific land use stated in terms of units such as per dwelling, per acre, and per 1,000 square feet of floor space.

VEHICLE MILES OF TRAVEL – A measure of the amount of usage of a section of highway, obtained by multiplying the average daily traffic by length of facility in miles. 235 CLICK HERE to Return to Agenda

APPENDIX B

SCOPING AGREEMENT AND CITY DOCUMENTS
236 CLICK HERE to Return to Agenda
ATTACHMENT 4

CITY OF LA QUINTA
DATE ________________

TRAFFIC IMPACTS ANALYSIS SCOPE
Work to be done per Engineering Bulletin 06-13
Project Name: __________________________________________________________ Project Location: ________________________________________________________ Project Description: _____________________________________________________ ________________________________________________________________________ Developer Traffic Engineer
Name
Address
Contact
Phone
Email
Study Intersection Study Segments
ITE Land Use Code ITE Trip
Gen. Rate
Unit of
Measure
Daily Trips Pass by
%
Time periods to be analyzed: Year(s) to be analyzed:
† AM † PM † Sat
† Other
________________________
__________________________________
Adams St and Corporate Centre Dr Drive-Through Queue Study Adams St and Corporate Centre Dr 3,800 square foot drive-through facility TJW Engineering, Inc. 9841 Irvine Center Drive, Suite 200.

Irvine, Ca 92618 Daniel Flores (949) 878-3509
[email protected] ADAMS ONE ELEVEN, LLC. 900 Island Drive, Unit 312 Rancho Mirage, Ca 92270 Michael J. Shovlin Adams St and Corporate Centre Dr Fast-Food Restaurant with
Drive-Through Window
934 TSF
1,776
50% AM
50% PM
55% Daily
Existing, Opening Year (2025) without
Project and Opening Year (2025) with
Project scenarios
N/A 12/11/24
237 CLICK HERE to Return to Agenda
Special issues to be addressed:

Attachments: † Site Plan † Study Intersections/Segments Map † Distribution Assumption Map † Cumulative Impacts
City Approval ________________________ Date _____________________ Collect drive-through queue data in 10-minute increments at up to two (2) comparable sites during the peak periods. The peak period data collection will occur on a typical weekday and a Saturday from 7:00-9:00 AM, 11:00 AM-2:00 PM, and 4:00-7:00 PM.

Additional Items to be address:

Provide a site distance exhibit for the
exiting drive-through driveway and
provide vehicle turning movements to
illustrate on-site circulation.

City of La Quinta to provide
cumulative projects for for
opening year scenario
1/16/25
238 CLICK HERE to Return to Agenda
Adams Street and Corpporate Centre Drive
Drive-Through Queue Study
In Out Total In Out Total
Fast-Food Restaurant with Drive-Through
Window 934 3.80 TSF 467.48 1,776 44.61 51:49 87 83 170 33.03 52:48 66 60 126 Pass-By Trips (0.5 Daily, 0.5 AM, 0.55 PM) -888 -44 -42 -86 -36 -33 -69 Net Total 888 43 41 84 30 27 57
1: Trip generation and pass-by rates from ITE Trip Generation (11th Edition, 2021). 2: TSF = Thousand Square Feet.

Table 1
Project Trip Generation
Proposed Land Use1
ITE
Code Qty Unit2
Daily AM Peak Hour PM Peak Hour
Rate Volume Rate In:Out
Split
Volume
Rate
In:Out
Split
Volume
MSA-24-001
239 CLICK HERE to Return to Agenda
MH

AHEAD AHEAD

SIGNALSIGNAL

LANDSCAPE SB
10'-0"

SETBACK
20'-0" BUILDING
DN

COMPACT

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
26'-0" 6'-0" 15'-0" 4'-0"
18'-0"

PROPERTY LINE

OUTDOOR SEATING
APPROX. 650 SF
1 2 3 4 5
PREORDER
ORDER

DIRECTIONAL
SIGN

ADAMS STREET
DN DN
6 13 12 11 10

PROPOSED DRIVE-THRU
3,800 SF
DN DN
7 8
9 DN
13'-0" 4'-0"
10'-0" 13'-0"
R 25'-0"
R 25'-0"
R 11'-0"
R 11'-0"
3'-0" 13'-0"
104 112 114
113
TYP.
103
103
TYP.
105
TYP.
103
106
TYP.
111
TYP.
107
TYP.
116
100
102
TYP.
118 117
119
102 103
102
TYP.
115
TYP.
103
102
101
TYP.
105 108
110 109
3'-6" 5'-0" 2'-0" 4'-0"
TYP.
103
115
TYP.
111
TYP.
116 103 107
TYP.
103 102
102 102
102
119
119
Sheet:

Scale:

[email protected] | 760 . 779 . 5393 T
44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260
I I
WWW.PVGARCHITECTS.COM

PREST VUKSIC GREENWOOD
A R C H I T E C T S • I N T E R I O R S
1" = 10'-0"
A101

SITE PLAN
AUGUST 27, 2024
111 LA QUINTA DRIVE-THRU PAD
HIGHWAY 111 - LA QUINTA, CA
224004
0' 5' 10' 20' 40'
NORTH

KEYNOTES
NO. DESCRIPTION
100 3'H 8" CMU WALL
101 3' H 8" CMU PLANTER WALL W/ STUCCO FINISH
102 PLANTER
103 NEW CONCRETE CURB, SEE CIVIL
104 EXISTING CONCRETE CURB, SEE CIVIL
105 EXISITNG CONCRETE CURB TO BE REMOVED, SEE
CIVIL
106 NEW ACCESSIBLE PARKING STALL
107 NEW CURB RAMP, SEE CIVIL
108 NEW TRASH ENCLOSURE TO MATCH EXISTING
109 EXISTING SITE WALL
110 EXISTING TRASH ENCLOSURE
111 TRUNCATED DOMES, MIN. 3'
112 NEW SIDEWALK PER CITY STANDARDS, SEE CIVIL
113 EXISTING SIDEWALK
114 EXISITNG CURB RAMP
115 NEW CONCRETE HARDSCAPE, SEE CIVIL AND

LANDSCAPE
116 NEW ACCESSIBLE PATH STRIPING
117 NEW ACCESSIBLE PARKING SIGN
118 NEW CONCRETE WHEEL STOP
119 ACCESSIBLE PATH
240 CLICK HERE to Return to Agenda
Site
241 CLICK HERE to Return to Agenda

APPENDIX C

EXISTING TRAFFIC COUNTS
242 CLICK HERE to Return to Agenda
File Name : LQA_Adams_CC AM
Site Code : 241097
Start Date : 12/17/2024
Page No : 1
City of La Quinta
N/S: Adams Street
E/W: Corporate Centre Drive
Weather: Clear
Groups Printed- Total Volume
Adams Street
Southbound
Corporate Centre Drive
Westbound
Adams Street
Northbound
Corporate Centre Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 11 28 9 48 6 3 1 10 1 21 9 31 3 3 3 9 98
07:15 AM 11 52 15 78 10 1 6 17 0 35 12 47 11 0 1 12 154 07:30 AM 16 47 11 74 7 2 2 11 2 32 20 54 5 2 3 10 149
07:45 AM 23 97 26 146 18 1 4 23 5 32 25 62 4 3 4 11 242 Total 61 224 61 346 41 7 13 61 8 120 66 194 23 8 11 42 643 08:00 AM 19 90 29 138 16 3 7 26 3 46 24 73 21 1 3 25 262 08:15 AM 19 102 25 146 22 3 11 36 5 64 21 90 12 6 8 26 298 08:30 AM 23 96 28 147 25 1 9 35 5 64 13 82 15 9 3 27 291 08:45 AM 18 98 23 139 19 4 9 32 6 100 29 135 28 4 10 42 348 Total 79 386 105 570 82 11 36 129 19 274 87 380 76 20 24 120 1199 Grand Total 140 610 166 916 123 18 49 190 27 394 153 574 99 28 35 162 1842 Apprch % 15.3 66.6 18.1 64.7 9.5 25.8 4.7 68.6 26.7 61.1 17.3 21.6 Total % 7.6 33.1 9 49.7 6.7 1 2.7 10.3 1.5 21.4 8.3 31.2 5.4 1.5 1.9 8.8 Adams Street
Southbound
Corporate Centre Drive
Westbound
Adams Street
Northbound
Corporate Centre Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 19 90 29 138 16 3 7 26 3 46 24 73 21 1 3 25 262 08:15 AM 19 102 25 146 22 3 11 36 5 64 21 90 12 6 8 26 298 08:30 AM 23 96 28 147 25 1 9 35 5 64 13 82 15 9 3 27 291 08:45 AM 18 98 23 139 19 4 9 32 6 100 29 135 28 4 10 42 348 Total Volume 79 386 105 570 82 11 36 129 19 274 87 380 76 20 24 120 1199 % App. Total 13.9 67.7 18.4 63.6 8.5 27.9 5 72.1 22.9 63.3 16.7 20 PHF .859 .946 .905 .969 .820 .688 .818 .896 .792 .685 .750 .704 .679 .556 .600 .714 .861 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
243 CLICK HERE to Return to Agenda
File Name : LQA_Adams_CC AM
Site Code : 241097
Start Date : 12/17/2024
Page No : 2
City of La Quinta
N/S: Adams Street
E/W: Corporate Centre Drive
Weather: Clear
Adams Street
Corporate Centre Drive
Corporate Centre Drive
Adams Street
Right
105
Thru
386
Left
79 Out In Total
386 570 956
Right
36 Thru
11 Left
82 Out Total In
186 129 315
Left
19 Thru
274
Right
87 Out In Total
492 380 872
Left
76 Thru
20 Right
24 Total Out In
135 120 255
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 23 97 26 146 16 3 7 26 3 46 24 73 21 1 3 25
+15 mins. 19 90 29 138 22 3 11 36 5 64 21 90 12 6 8 26
+30 mins. 19 102 25 146 25 1 9 35 5 64 13 82 15 9 3 27
+45 mins. 23 96 28 147 19 4 9 32 6 100 29 135 28 4 10 42 Total Volume 84 385 108 577 82 11 36 129 19 274 87 380 76 20 24 120 % App. Total 14.6 66.7 18.7 63.6 8.5 27.9 5 72.1 22.9 63.3 16.7 20 PHF .913 .944 .931 .981 .820 .688 .818 .896 .792 .685 .750 .704 .679 .556 .600 .714 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
244 CLICK HERE to Return to Agenda
File Name : LQA_Adams_CC PM
Site Code : 241097
Start Date : 12/17/2024
Page No : 1
City of La Quinta
N/S: Adams Street
E/W: Corporate Centre Drive
Weather: Clear
Groups Printed- Total Volume
Adams Street
Southbound
Corporate Centre Drive
Westbound
Adams Street
Northbound
Corporate Centre Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 31 123 32 186 35 8 27 70 13 82 22 117 38 2 26 66 439 04:15 PM 30 103 31 164 30 6 27 63 6 94 18 118 32 6 18 56 401 04:30 PM 25 115 22 162 24 4 29 57 15 92 26 133 28 7 22 57 409 04:45 PM 25 85 31 141 32 3 20 55 18 105 25 148 41 2 21 64 408 Total 111 426 116 653 121 21 103 245 52 373 91 516 139 17 87 243 1657 05:00 PM 5 92 23 120 24 2 23 49 14 93 8 115 28 0 27 55 339 05:15 PM 6 107 27 140 21 1 11 33 13 108 6 127 22 1 26 49 349 05:30 PM 10 117 28 155 6 4 10 20 12 74 7 93 27 1 16 44 312 05:45 PM 7 82 25 114 12 1 9 22 9 75 7 91 19 0 7 26 253
Total 28 398 103 529 63 8 53 124 48 350 28 426 96 2 76 174 1253 Grand Total 139 824 219 1182 184 29 156 369 100 723 119 942 235 19 163 417 2910 Apprch % 11.8 69.7 18.5 49.9 7.9 42.3 10.6 76.8 12.6 56.4 4.6 39.1 Total % 4.8 28.3 7.5 40.6 6.3 1 5.4 12.7 3.4 24.8 4.1 32.4 8.1 0.7 5.6 14.3 Adams Street
Southbound
Corporate Centre Drive
Westbound
Adams Street
Northbound
Corporate Centre Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 31 123 32 186 35 8 27 70 13 82 22 117 38 2 26 66 439 04:15 PM 30 103 31 164 30 6 27 63 6 94 18 118 32 6 18 56 401 04:30 PM 25 115 22 162 24 4 29 57 15 92 26 133 28 7 22 57 409 04:45 PM 25 85 31 141 32 3 20 55 18 105 25 148 41 2 21 64 408 Total Volume 111 426 116 653 121 21 103 245 52 373 91 516 139 17 87 243 1657 % App. Total 17 65.2 17.8 49.4 8.6 42 10.1 72.3 17.6 57.2 7 35.8 PHF .895 .866 .906 .878 .864 .656 .888 .875 .722 .888 .875 .872 .848 .607 .837 .920 .944 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
245 CLICK HERE to Return to Agenda
File Name : LQA_Adams_CC PM
Site Code : 241097
Start Date : 12/17/2024
Page No : 2
City of La Quinta
N/S: Adams Street
E/W: Corporate Centre Drive
Weather: Clear
Adams Street
Corporate Centre Drive
Corporate Centre Drive
Adams Street
Right
116
Thru
426
Left
111
Out In Total
615 653 1268
Right
103
Thru
21 Left
121
Out Total In
219 245 464
Left
52 Thru
373
Right
91 Out In Total
634 516 1150
Left
139
Thru
17 Right
87 Total Out In
189 243 432
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:30 PM 04:00 PM
+0 mins. 31 123 32 186 35 8 27 70 15 92 26 133 38 2 26 66 +15 mins. 30 103 31 164 30 6 27 63 18 105 25 148 32 6 18 56 +30 mins. 25 115 22 162 24 4 29 57 14 93 8 115 28 7 22 57 +45 mins. 25 85 31 141 32 3 20 55 13 108 6 127 41 2 21 64 Total Volume 111 426 116 653 121 21 103 245 60 398 65 523 139 17 87 243 % App. Total 17 65.2 17.8 49.4 8.6 42 11.5 76.1 12.4 57.2 7 35.8 PHF .895 .866 .906 .878 .864 .656 .888 .875 .833 .921 .625 .883 .848 .607 .837 .920 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
246 CLICK HERE to Return to Agenda

DRIVE THRU SURVEY
LOCATION: McDonalds, 78-962 Highway 111 DAY: Tuesday
CITY: La Quinta DATE: 12/17/2024
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
7:00 5 2 0 7
7:10 4 1 0 5
7:20 5 4 0 9
7:30 2 2 0 4
7:40 3 0 0 3
7:50 1 0 0 1
8:00 3 1 0 4
8:10 3 0 0 3
8:20 1 1 0 2
8:30 1 1 0 2
8:40 3 1 0 4
8:50 4 5 1 10
9:00 5 6 1 12
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
11:00 0 4 0 4
11:10 6 7 1 14
11:20 2 6 2 10
11:30 5 5 0 10
11:40 2 5 0 7
11:50 5 5 0 10
12:00 1 1 0 2
12:10 4 5 0 9
12:20 4 6 1 11
12:30 0 7 3 10
12:40 4 5 3 12
12:50 3 5 1 9
13:00 5 7 4 16
13:10 3 5 0 8
13:20 3 6 1 10
13:30 4 4 0 8
13:40 5 4 0 9
13:50 3 3 0 6
14:00 4 2 0 6
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
247 CLICK HERE to Return to Agenda
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
16:00 4 8 2 14
16:10 4 6 0 10
16:20 4 4 0 8
16:30 4 2 0 6
16:40 2 6 3 11
16:50 3 4 0 7
17:00 4 2 0 6
17:10 2 1 0 3
17:20 3 0 0 3
17:30 3 2 0 5
17:40 4 5 0 9
17:50 5 7 0 12
18:00 5 6 1 12
18:10 6 6 2 14
18:20 5 4 2 11
18:30 5 2 0 7
18:40 3 0 0 3
18:50 1 2 0 3
19:00 5 3 0 8

DRIVE THRU SURVEY
LOCATION: McDonalds, 78-962 Highway 111 DAY: Tuesday
CITY: La Quinta DATE: 12/17/2024
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
248 CLICK HERE to Return to Agenda

DRIVE THRU SURVEY
LOCATION: McDonalds, 78-962 Highway 111 DAY: Saturday
CITY: La Quinta DATE: 12/14/2024
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
7:00 3 0 0 3
7:10 5 4 0 9
7:20 4 5 0 9
7:30 5 7 0 12
7:40 3 1 0 4
7:50 1 0 0 1
8:00 2 2 0 4
8:10 2 4 0 6
8:20 4 5 0 9
8:30 3 6 0 9
8:40 3 1 0 4
8:50 2 1 0 3
9:00 4 4 0 8
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
11:00 2 2 0 4
11:10 2 2 0 4
11:20 0 2 0 2
11:30 1 0 0 1
11:40 4 3 0 7
11:50 4 1 0 5
12:00 2 1 0 3
12:10 4 2 0 6
12:20 5 5 0 10
12:30 3 4 1 8
12:40 3 5 1 9
12:50 3 3 0 6
13:00 5 7 2 14
13:10 5 6 0 11
13:20 3 7 5 15
13:30 4 7 3 14
13:40 5 6 3 14
13:50 5 7 1 13
14:00 3 3 0 6
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
249 CLICK HERE to Return to Agenda
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
16:00 5 7 1 13
16:10 5 7 1 13
16:20 3 5 0 8
16:30 3 5 0 8
16:40 3 0 0 3
16:50 4 2 0 6
17:00 4 4 0 8
17:10 5 4 0 9
17:20 3 1 0 4
17:30 4 5 0 9
17:40 4 3 0 7
17:50 2 6 0 8
18:00 4 6 5 15
18:10 4 5 3 12
18:20 4 7 1 12
18:30 3 6 1 10
18:40 6 3 0 9
18:50 4 3 0 7
19:00 1 1 0 2

DRIVE THRU SURVEY
LOCATION: McDonalds, 78-962 Highway 111 DAY: Saturday
CITY: La Quinta DATE: 12/14/2024
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
250 CLICK HERE to Return to Agenda

DRIVE THRU SURVEY
LOCATION: Starbucks, 78752 Highway 111 DAY: Tuesday
CITY: La Quinta DATE: 12/17/2024
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
7:00 1 0 0 1
7:10 0 0 0 0
7:20 0 1 0 1
7:30 0 0 0 0
7:40 2 1 0 3
7:50 2 2 0 4
8:00 1 0 0 1
8:10 3 3 1 7
8:20 2 3 3 8
8:30 2 3 2 7
8:40 3 3 1 7
8:50 3 0 0 3
9:00 3 3 0 6
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
11:00 4 1 0 5
11:10 6 3 0 9
11:20 0 2 0 2
11:30 2 0 0 2
11:40 2 0 0 2
11:50 1 2 0 3
12:00 3 2 0 5
12:10 3 2 0 5
12:20 3 1 0 4
12:30 5 1 0 6
12:40 6 1 0 7
12:50 2 0 0 2
13:00 3 3 0 6
13:10 2 2 0 4
13:20 2 2 0 4
13:30 1 2 0 3
13:40 0 1 0 1
13:50 2 1 0 3
14:00 3 2 0 5
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
251 CLICK HERE to Return to Agenda
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
16:00 2 0 0 2
16:10 1 1 0 2
16:20 0 3 0 3
16:30 0 0 0 0
16:40 2 0 0 2
16:50 3 2 0 5
17:00 1 2 0 3
17:10 1 0 0 1
17:20 2 1 0 3
17:30 0 0 0 0
17:40 2 0 0 2
17:50 1 0 0 1
18:00 1 0 0 1
18:10 0 0 0 0
18:20 0 0 0 0
18:30 1 1 0 2
18:40 0 1 0 1
18:50 0 1 0 1
19:00 1 0 0 1

DRIVE THRU SURVEY
LOCATION: Starbucks, 78752 Highway 111 DAY: Tuesday
CITY: La Quinta DATE: 12/17/2024
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
252 CLICK HERE to Return to Agenda

DRIVE THRU SURVEY
LOCATION: Starbucks, 78752 Highway 111 DAY: Saturday
CITY: La Quinta DATE: 12/14/2024
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
7:00 2 1 0 3
7:10 1 0 0 1
7:20 1 0 0 1
7:30 3 0 0 3
7:40 4 2 0 6
7:50 2 0 0 2
8:00 2 0 0 2
8:10 5 2 0 7
8:20 5 0 0 5
8:30 0 3 1 4
8:40 5 1 0 6
8:50 2 2 0 4
9:00 1 2 0 3
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
11:00 1 2 0 3
11:10 4 2 0 6
11:20 6 2 1 9
11:30 4 3 2 9
11:40 6 3 1 10
11:50 6 3 2 11
12:00 5 2 0 7
12:10 4 0 0 4
12:20 6 1 0 7
12:30 2 2 0 4
12:40 2 3 0 5
12:50 2 3 0 5
13:00 4 2 0 6
13:10 6 2 0 8
13:20 1 1 0 2
13:30 3 2 0 5
13:40 4 3 0 7
13:50 5 2 0 7
14:00 2 0 0 2
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
253 CLICK HERE to Return to Agenda
TIME
Pick Up Window
to
Order Board
Order Board
to
Drive Thru Entrance
Drive Thru Entrance
Overflow TOTAL
16:00 2 2 0 4
16:10 1 1 0 2
16:20 1 0 0 1
16:30 5 1 0 6
16:40 5 2 0 7
16:50 5 3 0 8
17:00 2 1 0 3
17:10 4 0 0 4
17:20 3 1 0 4
17:30 1 0 0 1
17:40 3 3 0 6
17:50 0 1 0 1
18:00 1 1 0 2
18:10 2 3 1 6
18:20 4 1 0 5
18:30 0 1 0 1
18:40 2 0 0 2
18:50 3 0 0 3
19:00 1 3 0 4

DRIVE THRU SURVEY
LOCATION: Starbucks, 78752 Highway 111 DAY: Saturday
CITY: La Quinta DATE: 12/14/2024
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
254 CLICK HERE to Return to Agenda

APPENDIX D

HCM ANALYSIS WORKSHEETS
255 CLICK HERE to Return to Agenda

EXISTING

TRAFFIC CONDITIONS
256 CLICK HERE to Return to Agenda
Generated with
Version 2025 (SP 0-1) Scenario 1: 1 E AM
Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Signalized Delay (sec / veh): 18.2
Analysis Method: HCM 7th Edition Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.318 Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 85.00 100.00 100.00 320.00 100.00 100.00 110.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
1 1/8/2025
257 CLICK HERE to Return to Agenda
Generated with
Version 2025 (SP 0-1) Scenario 1: 1 E AM
Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 22 318 101 92 448 122 88 23 28 95 13 42 Total 15-Minute Volume [veh/h] 6 80 25 23 112 30 22 6 7 24 3 10 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 19 274 87 79 386 105 76 20 24 82 11 36 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 19 274 87 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
2 1/8/2025
258 CLICK HERE to Return to Agenda
Generated with
Version 2025 (SP 0-1) Scenario 1: 1 E AM
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD No
Intersection Settings
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0.0 10.0 0.0 0.0 10.0 0.0 0.0 17.0 0.0 0.0 17.0 0.0 Walk [s] 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 6 15 0 8 17 0 9 22 0 9 22 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 13.0 21.0 0.0 16.0 24.0 0.0 17.0 26.0 0.0 17.0 26.0 0.0 Phasing & Timing: Pattern 1
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
3 1/8/2025
259 CLICK HERE to Return to Agenda
Generated with
Version 2025 (SP 0-1) Scenario 1: 1 E AM
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 8.71 0.42 0.47 9.31 0.53 0.57 10.25 1.43 9.69 1.52 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 38.54 8.08 8.11 36.63 6.83 6.84 36.84 34.48 36.61 34.24 c, Capacity [veh/h] 44 1079 992 121 1161 1077 115 146 123 149 s, saturation flow rate [veh/h] 1781 1870 1719 1781 1870 1734 1781 1705 1781 1648 (v / s)_i Volume / Saturation Flow Rate 0.01 0.12 0.12 0.05 0.16 0.16 0.05 0.03 0.05 0.03 g / C, Green / Cycle 0.02 0.58 0.58 0.07 0.62 0.62 0.06 0.09 0.07 0.09 g_i, Effective Green Time [s] 1.9 46.2 46.2 5.4 49.7 49.7 5.1 6.8 5.5 7.2 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 80 80 80 80 80 80 80 80 80 80 Lane Group L C C L C C L C L C
Lane Group Calculations
95th-Percentile Queue Length [ft/ln] 22.91 69.45 66.12 88.96 83.94 79.11 90.24 44.41 96.34 47.80 95th-Percentile Queue Length [veh/ln] 0.92 2.78 2.64 3.56 3.36 3.16 3.61 1.78 3.85 1.91 50th-Percentile Queue Length [ft/ln] 12.73 38.58 36.73 49.42 46.63 43.95 50.13 24.67 53.52 26.55 50th-Percentile Queue Length [veh/ln] 0.51 1.54 1.47 1.98 1.87 1.76 2.01 0.99 2.14 1.06 Critical Lane Group Yes No No No No Yes No Yes Yes No
Lane Group LOS D A A D A A D D D D
d, Delay for Lane Group [s/veh] 47.25 8.50 8.57 45.95 7.36 7.41 47.10 35.91 46.29 35.76 X, volume / capacity 0.50 0.20 0.20 0.76 0.25 0.26 0.77 0.35 0.77 0.37 Lane Group Results
4 1/8/2025
260 CLICK HERE to Return to Agenda
Generated with
Version 2025 (SP 0-1) Scenario 1: 1 E AM
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.25 8.52 8.57 45.95 7.37 7.41 47.10 35.91 35.91 46.29 35.76 35.76 Movement LOS D A A D A A D D D D D D
d_A, Approach Delay [s/veh] 10.47 12.74 42.99 42.43
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 18.24
Intersection LOS B
Intersection V/C 0.318
Emissions
Vehicle Miles Traveled [mph] 1.40 13.77 12.97 7.07 22.66 21.17 2.63 1.52 6.31 3.65 Stops [stops/h] 22.91 69.45 66.12 88.96 83.94 79.11 90.24 44.41 96.34 47.80 Fuel consumption [US gal/h] 0.54 1.71 1.62 2.21 2.26 2.12 1.31 0.61 1.55 0.75 CO [g/h] 38.06 119.43 113.33 154.39 158.07 148.51 91.41 42.75 108.21 52.27 NOx [g/h] 7.41 23.24 22.05 30.04 30.76 28.89 17.78 8.32 21.05 10.17 VOC [g/h] 8.82 27.68 26.27 35.78 36.63 34.42 21.19 9.91 25.08 12.11 Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 31.51 31.51 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersectio 2.592 2.620 2.016 2.035 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 425 500 550 550 d_b, Bicycle Delay [s] 24.81 22.50 21.03 21.03
I_b,int, Bicycle LOS Score for Intersection 1.923 2.106 1.789 1.807 Bicycle LOS A B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
5 1/8/2025
261 CLICK HERE to Return to Agenda
Generated with
Version 2025 (SP 0-1) Scenario 2: 2 E PM
Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Signalized Delay (sec / veh): 18.8
Analysis Method: HCM 7th Edition Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.356 Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 85.00 100.00 100.00 320.00 100.00 100.00 110.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
1 1/8/2025
262 CLICK HERE to Return to Agenda
Generated with
Version 2025 (SP 0-1) Scenario 2: 2 E PM
Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 60 433 106 92 448 122 88 23 28 95 13 42 Total 15-Minute Volume [veh/h] 15 108 26 23 112 30 22 6 7 24 3 10 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 52 373 91 79 386 105 76 20 24 82 11 36 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 52 373 91 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
2 1/8/2025
263 CLICK HERE to Return to Agenda
Generated with
Version 2025 (SP 0-1) Scenario 2: 2 E PM
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD No
Intersection Settings
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0.0 10.0 0.0 0.0 10.0 0.0 0.0 17.0 0.0 0.0 17.0 0.0 Walk [s] 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 7 15 0 8 16 0 9 22 0 9 22 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 14.0 23.0 0.0 15.0 24.0 0.0 16.0 26.0 0.0 16.0 26.0 0.0 Phasing & Timing: Pattern 1
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
3 1/8/2025
264 CLICK HERE to Return to Agenda
Generated with
Version 2025 (SP 0-1) Scenario 2: 2 E PM
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 11.48 0.58 0.62 9.36 0.57 0.62 10.34 1.43 9.77 1.52 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 37.65 8.39 8.40 36.64 7.63 7.64 36.85 34.48 36.62 34.24 c, Capacity [veh/h] 83 1080 1008 121 1120 1039 114 146 123 149 s, saturation flow rate [veh/h] 1781 1870 1745 1781 1870 1734 1781 1705 1781 1648 (v / s)_i Volume / Saturation Flow Rate 0.03 0.15 0.15 0.05 0.16 0.16 0.05 0.03 0.05 0.03 g / C, Green / Cycle 0.05 0.58 0.58 0.07 0.60 0.60 0.06 0.09 0.07 0.09 g_i, Effective Green Time [s] 3.7 46.2 46.2 5.4 48.0 48.0 5.1 6.8 5.5 7.2 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 80 80 80 80 80 80 80 80 80 80 Lane Group L C C L C C L C L C
Lane Group Calculations
95th-Percentile Queue Length [ft/ln] 61.11 92.99 88.34 89.03 91.91 86.60 90.35 44.41 96.46 47.80 95th-Percentile Queue Length [veh/ln] 2.44 3.72 3.53 3.56 3.68 3.46 3.61 1.78 3.86 1.91 50th-Percentile Queue Length [ft/ln] 33.95 51.66 49.08 49.46 51.06 48.11 50.20 24.67 53.59 26.56 50th-Percentile Queue Length [veh/ln] 1.36 2.07 1.96 1.98 2.04 1.92 2.01 0.99 2.14 1.06 Critical Lane Group No No Yes Yes No No No Yes Yes No
Lane Group LOS D A A D A A D D D D
d, Delay for Lane Group [s/veh] 49.13 8.96 9.03 46.00 8.20 8.27 47.20 35.91 46.39 35.76 X, volume / capacity 0.73 0.26 0.26 0.76 0.26 0.26 0.77 0.35 0.77 0.37 Lane Group Results
4 1/8/2025
265 CLICK HERE to Return to Agenda
Generated with
Version 2025 (SP 0-1) Scenario 2: 2 E PM
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 49.13 8.99 9.03 46.00 8.23 8.27 47.20 35.91 35.91 46.39 35.76 35.76 Movement LOS D A A D A A D D D D D D
d_A, Approach Delay [s/veh] 13.01 13.48 43.06 42.49
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 18.76
Intersection LOS B
Intersection V/C 0.356
Emissions
Vehicle Miles Traveled [mph] 3.83 17.70 16.69 7.07 22.66 21.17 2.63 1.52 6.31 3.65 Stops [stops/h] 61.11 92.99 88.34 89.03 91.91 86.60 90.35 44.41 96.46 47.80 Fuel consumption [US gal/h] 1.49 2.27 2.15 2.21 2.41 2.27 1.31 0.61 1.55 0.75 CO [g/h] 104.21 158.62 150.34 154.52 168.56 158.37 91.56 42.75 108.37 52.27 NOx [g/h] 20.28 30.86 29.25 30.06 32.80 30.81 17.82 8.32 21.09 10.17 VOC [g/h] 24.15 36.76 34.84 35.81 39.07 36.70 21.22 9.91 25.12 12.11 Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 31.51 31.51 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersectio 2.638 2.654 2.026 2.036 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 475 500 550 550 d_b, Bicycle Delay [s] 23.26 22.50 21.03 21.03
I_b,int, Bicycle LOS Score for Intersection 2.054 2.106 1.789 1.807 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
5 1/8/2025
266 CLICK HERE to Return to Agenda

OPENING YEAR

TRAFFIC CONDITIONS
267 CLICK HERE to Return to Agenda
Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 3: 3 EAC AM Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Signalized Delay (sec / veh): 17.7
Analysis Method: HCM 7th Edition Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.344 Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 85.00 100.00 100.00 320.00 100.00 100.00 110.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
1 1/28/2025
268 CLICK HERE to Return to Agenda
Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 3: 3 EAC AM Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 22 388 103 94 512 124 91 23 28 98 13 43 Total 15-Minute Volume [veh/h] 6 97 26 24 128 31 23 6 7 24 3 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 19 334 89 81 441 107 78 20 24 84 11 37 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 55 0 0 47 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 19 274 87 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
2 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 3: 3 EAC AM Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD No
Intersection Settings
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0.0 10.0 0.0 0.0 10.0 0.0 0.0 17.0 0.0 0.0 17.0 0.0 Walk [s] 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 9 18 0 12 21 0 12 22 0 12 22 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 13.0 22.0 0.0 16.0 25.0 0.0 16.0 26.0 0.0 16.0 26.0 0.0 Phasing & Timing: Pattern 1
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 3: 3 EAC AM PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 8.71 0.52 0.57 9.17 0.61 0.66 10.08 1.43 9.57 1.57 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 38.54 8.40 8.42 36.57 7.05 7.06 36.75 34.48 36.52 34.26 c, Capacity [veh/h] 44 1073 997 124 1157 1080 118 146 127 149 s, saturation flow rate [veh/h] 1781 1870 1738 1781 1870 1746 1781 1705 1781 1647 (v / s)_i Volume / Saturation Flow Rate 0.01 0.14 0.14 0.05 0.18 0.18 0.05 0.03 0.06 0.03 g / C, Green / Cycle 0.02 0.57 0.57 0.07 0.62 0.62 0.07 0.09 0.07 0.09 g_i, Effective Green Time [s] 1.9 46.0 46.0 5.5 49.6 49.6 5.3 6.8 5.7 7.2 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 80 80 80 80 80 80 80 80 80 80 Lane Group L C C L C C L C L C
Lane Group Calculations
95th-Percentile Queue Length [ft/ln] 22.91 84.32 80.33 90.62 96.53 91.17 92.97 44.41 99.09 48.74 95th-Percentile Queue Length [veh/ln] 0.92 3.37 3.21 3.62 3.86 3.65 3.72 1.78 3.96 1.95 50th-Percentile Queue Length [ft/ln] 12.73 46.85 44.63 50.34 53.63 50.65 51.65 24.67 55.05 27.08 50th-Percentile Queue Length [veh/ln] 0.51 1.87 1.79 2.01 2.15 2.03 2.07 0.99 2.20 1.08 Critical Lane Group No No Yes Yes No No Yes No No Yes
Lane Group LOS D A A D A A D D D D
d, Delay for Lane Group [s/veh] 47.25 8.91 8.98 45.74 7.66 7.72 46.83 35.91 46.09 35.83 X, volume / capacity 0.50 0.24 0.24 0.76 0.28 0.28 0.77 0.35 0.77 0.38 Lane Group Results
4 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 3: 3 EAC AM Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.25 8.94 8.98 45.74 7.68 7.72 46.83 35.91 35.91 46.09 35.83 35.83 Movement LOS D A A D A A D D D D D D
d_A, Approach Delay [s/veh] 10.59 12.59 42.91 42.36
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 17.70
Intersection LOS B
Intersection V/C 0.344
Emissions
Vehicle Miles Traveled [mph] 1.40 16.12 15.21 7.23 25.24 23.66 2.72 1.52 6.51 3.72 Stops [stops/h] 22.91 84.32 80.33 90.62 96.53 91.17 92.97 44.41 99.09 48.74 Fuel consumption [US gal/h] 0.54 2.06 1.96 2.25 2.58 2.43 1.35 0.61 1.59 0.76 CO [g/h] 38.06 143.92 136.75 157.23 180.15 169.72 94.09 42.75 111.26 53.29 NOx [g/h] 7.41 28.00 26.61 30.59 35.05 33.02 18.31 8.32 21.65 10.37 VOC [g/h] 8.82 33.36 31.69 36.44 41.75 39.33 21.81 9.91 25.79 12.35 Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 31.51 31.51 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersectio 2.632 2.662 2.017 2.037 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 450 525 550 550 d_b, Bicycle Delay [s] 24.03 21.76 21.03 21.03
I_b,int, Bicycle LOS Score for Intersection 1.983 2.162 1.794 1.814 Bicycle LOS A B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
5 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 4: 4 EAC PM Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Signalized Delay (sec / veh): 18.3
Analysis Method: HCM 7th Edition Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.385 Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 85.00 100.00 100.00 320.00 100.00 100.00 110.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
1 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 4: 4 EAC PM Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 62 508 108 94 535 124 91 23 28 98 13 43 Total 15-Minute Volume [veh/h] 15 127 27 24 134 31 23 6 7 24 3 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 53 437 93 81 461 107 78 20 24 84 11 37 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 57 0 0 67 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 52 373 91 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
2 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 4: 4 EAC PM Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD No
Intersection Settings
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0.0 10.0 0.0 0.0 10.0 0.0 0.0 17.0 0.0 0.0 17.0 0.0 Walk [s] 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 10 19 0 11 20 0 12 22 0 12 22 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 14.0 23.0 0.0 15.0 24.0 0.0 16.0 26.0 0.0 16.0 26.0 0.0 Phasing & Timing: Pattern 1
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
3 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 4: 4 EAC PM PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 11.98 0.70 0.75 9.21 0.71 0.76 10.08 1.43 9.57 1.57 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 37.63 8.74 8.75 36.57 7.97 7.97 36.75 34.48 36.52 34.26 c, Capacity [veh/h] 84 1073 1009 124 1115 1043 118 146 127 149 s, saturation flow rate [veh/h] 1781 1870 1758 1781 1870 1750 1781 1705 1781 1647 (v / s)_i Volume / Saturation Flow Rate 0.03 0.17 0.17 0.05 0.18 0.18 0.05 0.03 0.06 0.03 g / C, Green / Cycle 0.05 0.57 0.57 0.07 0.60 0.60 0.07 0.09 0.07 0.09 g_i, Effective Green Time [s] 3.8 46.0 46.0 5.5 47.8 47.8 5.3 6.8 5.7 7.2 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 80 80 80 80 80 80 80 80 80 80 Lane Group L C C L C C L C L C
Lane Group Calculations
95th-Percentile Queue Length [ft/ln] 63.47 110.44 105.10 90.66 110.64 104.59 92.97 44.41 99.09 48.74 95th-Percentile Queue Length [veh/ln] 2.54 4.42 4.20 3.63 4.43 4.18 3.72 1.78 3.96 1.95 50th-Percentile Queue Length [ft/ln] 35.26 61.36 58.39 50.37 61.46 58.11 51.65 24.67 55.05 27.08 50th-Percentile Queue Length [veh/ln] 1.41 2.45 2.34 2.01 2.46 2.32 2.07 0.99 2.20 1.08 Critical Lane Group No No Yes Yes No No Yes No No Yes
Lane Group LOS D A A D A A D D D D
d, Delay for Lane Group [s/veh] 49.62 9.44 9.50 45.78 8.67 8.73 46.83 35.91 46.09 35.83 X, volume / capacity 0.74 0.30 0.30 0.76 0.30 0.31 0.77 0.35 0.77 0.38 Lane Group Results
4 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 4: 4 EAC PM Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 49.62 9.46 9.50 45.78 8.69 8.73 46.83 35.91 35.91 46.09 35.83 35.83 Movement LOS D A A D A A D D D D D D
d_A, Approach Delay [s/veh] 13.14 13.33 42.91 42.36
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 18.28
Intersection LOS B
Intersection V/C 0.385
Emissions
Vehicle Miles Traveled [mph] 3.96 20.21 19.10 7.23 26.13 24.54 2.72 1.52 6.51 3.72 Stops [stops/h] 63.47 110.44 105.10 90.66 110.64 104.59 92.97 44.41 99.09 48.74 Fuel consumption [US gal/h] 1.55 2.67 2.54 2.25 2.87 2.71 1.35 0.61 1.59 0.76 CO [g/h] 108.39 186.93 177.57 157.32 200.70 189.33 94.09 42.75 111.26 53.29 NOx [g/h] 21.09 36.37 34.55 30.61 39.05 36.84 18.31 8.32 21.65 10.37 VOC [g/h] 25.12 43.32 41.15 36.46 46.52 43.88 21.81 9.91 25.79 12.35 Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 31.51 31.51 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersectio 2.687 2.704 2.028 2.039 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 475 500 550 550 d_b, Bicycle Delay [s] 23.26 22.50 21.03 21.03
I_b,int, Bicycle LOS Score for Intersection 2.119 2.181 1.794 1.814 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
5 1/28/2025
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OPENING YEAR PLUS PROJECT

TRAFFIC CONDITIONS

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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 5: 5 EACP AM Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Signalized Delay (sec / veh): 25.2
Analysis Method: HCM 7th Edition Level Of Service: C
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.516 Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 85.00 100.00 100.00 320.00 100.00 100.00 110.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
1 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 5: 5 EACP AM Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 128 388 103 94 512 211 174 23 130 98 13 43 Total 15-Minute Volume [veh/h] 32 97 26 24 128 53 44 6 33 24 3 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 110 334 89 81 441 182 150 20 112 84 11 37 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 91 55 0 0 47 75 72 0 88 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 19 274 87 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
2 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 5: 5 EACP AM Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0.0 10.0 0.0 0.0 10.0 0.0 0.0 17.0 0.0 0.0 17.0 0.0 Walk [s] 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 10 18 0 12 20 0 12 22 0 12 22 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 17.0 26.0 0.0 19.0 28.0 0.0 19.0 26.0 0.0 19.0 26.0 0.0 Phasing & Timing: Pattern 1
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 5: 5 EACP AM PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 8.02 0.57 0.62 9.26 1.14 1.26 8.99 4.39 9.51 1.84 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.12 0.11 0.11 0.11 d1, Uniform Delay [s] 40.01 10.54 10.56 41.15 12.60 12.60 38.80 37.45 41.08 39.00 c, Capacity [veh/h] 163 1028 955 123 987 890 210 214 127 140 s, saturation flow rate [veh/h] 1781 1870 1737 1781 1870 1687 1781 1626 1781 1647 (v / s)_i Volume / Saturation Flow Rate 0.07 0.14 0.14 0.05 0.20 0.20 0.10 0.09 0.06 0.03 g / C, Green / Cycle 0.09 0.55 0.55 0.07 0.53 0.53 0.12 0.13 0.07 0.08 g_i, Effective Green Time [s] 8.2 49.6 49.6 6.2 47.6 47.6 10.6 11.8 6.4 7.6 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 Lane Group L C C L C C L C L C
Lane Group Calculations
95th-Percentile Queue Length [ft/ln] 135.18 108.39 102.33 102.31 190.01 173.57 191.29 156.63 111.06 56.00 95th-Percentile Queue Length [veh/ln] 5.41 4.34 4.09 4.09 7.60 6.94 7.65 6.27 4.44 2.24 50th-Percentile Queue Length [ft/ln] 75.10 60.22 56.85 56.84 105.70 96.43 106.62 87.01 61.70 31.11 50th-Percentile Queue Length [veh/ln] 3.00 2.41 2.27 2.27 4.23 3.86 4.26 3.48 2.47 1.24 Critical Lane Group Yes No No No No Yes No Yes Yes No
Lane Group LOS D B B D B B D D D D
d, Delay for Lane Group [s/veh] 48.03 11.11 11.18 50.41 13.73 13.87 47.79 41.85 50.58 40.85 X, volume / capacity 0.78 0.25 0.25 0.76 0.38 0.39 0.83 0.71 0.77 0.40 Lane Group Results
4 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 5: 5 EACP AM Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 48.03 11.14 11.18 50.41 13.77 13.87 47.79 41.85 41.85 50.58 40.85 40.85 Movement LOS D B B D B B D D D D D D
d_A, Approach Delay [s/veh] 18.77 18.01 45.01 47.04
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 25.19
Intersection LOS C
Intersection V/C 0.516
Emissions
Vehicle Miles Traveled [mph] 8.17 16.17 15.16 7.23 29.19 26.40 5.20 4.57 6.51 3.72 Stops [stops/h] 120.16 96.34 90.96 90.94 169.12 154.29 170.59 139.22 98.72 49.78 Fuel consumption [US gal/h] 3.02 2.33 2.19 2.34 4.16 3.79 2.58 2.04 1.68 0.82 CO [g/h] 211.44 162.53 153.18 163.76 291.09 265.09 180.35 142.77 117.43 57.57 NOx [g/h] 41.14 31.62 29.80 31.86 56.63 51.58 35.09 27.78 22.85 11.20 VOC [g/h] 49.00 37.67 35.50 37.95 67.46 61.44 41.80 33.09 27.22 13.34 Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.699 2.717 2.126 2.043 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 533 489 489 d_b, Bicycle Delay [s] 25.69 24.20 25.69 25.69
I_b,int, Bicycle LOS Score for Intersection 2.070 2.234 2.099 1.814 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 6: 6 EACP PM Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Signalized Delay (sec / veh): 22.2
Analysis Method: HCM 7th Edition Level Of Service: C
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.450 Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 85.00 100.00 100.00 320.00 100.00 100.00 110.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
1 1/28/2025
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Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 6: 6 EACP PM Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 109 508 108 94 535 163 129 23 75 98 13 43 Total 15-Minute Volume [veh/h] 27 127 27 24 134 41 32 6 19 24 3 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 94 437 93 81 461 140 111 20 65 84 11 37 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 41 57 0 0 67 33 33 0 41 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 52 373 91 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
2 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 6: 6 EACP PM Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0.0 10.0 0.0 0.0 10.0 0.0 0.0 17.0 0.0 0.0 17.0 0.0 Walk [s] 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 10 20 0 11 21 0 11 22 0 11 22 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 3 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 5 10 0 5 10 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Split [s] 18.0 28.0 0.0 18.0 28.0 0.0 18.0 26.0 0.0 18.0 26.0 0.0 Phasing & Timing: Pattern 1
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
3 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 6: 6 EACP PM PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 8.55 0.69 0.74 9.30 0.88 0.96 8.56 2.91 9.60 1.84 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 40.62 9.70 9.70 41.16 10.48 10.48 40.09 38.34 41.09 39.00 c, Capacity [veh/h] 141 1079 1014 123 1060 976 162 173 127 140 s, saturation flow rate [veh/h] 1781 1870 1758 1781 1870 1722 1781 1647 1781 1647 (v / s)_i Volume / Saturation Flow Rate 0.06 0.17 0.17 0.05 0.19 0.19 0.07 0.06 0.06 0.03 g / C, Green / Cycle 0.08 0.58 0.58 0.07 0.57 0.57 0.09 0.10 0.07 0.08 g_i, Effective Green Time [s] 7.1 52.0 52.0 6.2 51.1 51.1 8.2 9.4 6.4 7.6 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 Lane Group L C C L C C L C L C
Lane Group Calculations
95th-Percentile Queue Length [ft/ln] 116.75 129.27 122.66 102.35 158.36 147.27 142.95 98.81 111.19 56.00 95th-Percentile Queue Length [veh/ln] 4.67 5.17 4.91 4.09 6.33 5.89 5.72 3.95 4.45 2.24 50th-Percentile Queue Length [ft/ln] 64.86 71.82 68.15 56.86 87.98 81.82 79.42 54.89 61.77 31.11 50th-Percentile Queue Length [veh/ln] 2.59 2.87 2.73 2.27 3.52 3.27 3.18 2.20 2.47 1.24 Critical Lane Group Yes No No No No Yes No Yes Yes No
Lane Group LOS D B B D B B D D D D
d, Delay for Lane Group [s/veh] 49.17 10.39 10.44 50.45 11.36 11.44 48.64 41.24 50.69 40.85 X, volume / capacity 0.77 0.29 0.29 0.76 0.34 0.34 0.80 0.57 0.77 0.40 Lane Group Results
4 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 6: 6 EACP PM Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 49.17 10.41 10.44 50.45 11.38 11.44 48.64 41.24 41.24 50.69 40.85 40.85 Movement LOS D B B D B B D D D D D D
d_A, Approach Delay [s/veh] 16.24 16.03 45.45 47.11
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 22.15
Intersection LOS C
Intersection V/C 0.450
Emissions
Vehicle Miles Traveled [mph] 6.96 20.22 19.08 7.23 27.90 25.77 3.85 2.93 6.51 3.72 Stops [stops/h] 103.78 114.91 109.04 90.98 140.76 130.90 127.06 87.83 98.84 49.78 Fuel consumption [US gal/h] 2.62 2.79 2.65 2.34 3.55 3.29 1.94 1.29 1.68 0.82 CO [g/h] 183.09 195.15 184.92 163.84 247.81 230.06 135.44 90.25 117.61 57.57 NOx [g/h] 35.62 37.97 35.98 31.88 48.22 44.76 26.35 17.56 22.88 11.20 VOC [g/h] 42.43 45.23 42.86 37.97 57.43 53.32 31.39 20.92 27.26 13.34 Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.721 2.732 2.080 2.044 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 533 533 489 489 d_b, Bicycle Delay [s] 24.20 24.20 25.69 25.69
I_b,int, Bicycle LOS Score for Intersection 2.158 2.213 1.934 1.814 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
5 1/28/2025
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OPENING YEAR PLUS PROJECT PLUS
ALTERNATIVE #1

TRAFFIC CONDITIONS

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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 11: 11 EACP Alt 1 AM Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Signalized Delay (sec / veh): 24.4
Analysis Method: HCM 7th Edition Level Of Service: C
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.626 Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 85.00 100.00 100.00 320.00 100.00 100.00 110.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
1 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 11: 11 EACP Alt 1 AM Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 128 388 103 94 512 211 174 23 130 98 13 43 Total 15-Minute Volume [veh/h] 32 97 26 24 128 53 44 6 33 24 3 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 110 334 89 81 441 182 150 20 112 84 11 37 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 91 55 0 0 47 75 72 0 88 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 19 274 87 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
2 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 11: 11 EACP Alt 1 AM Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD No
Intersection Settings
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0.0 14.0 0.0 0.0 14.0 0.0 0.0 17.0 0.0 0.0 17.0 0.0 Walk [s] 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 11 19 0 13 21 0 0 22 0 10 36 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Pedestrian Recall No No No No No No No
Maximum Recall No No No No No No No
Minimum Recall No No No No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 10 0 5 10 0
Lead / Lag Lead - - Lead - - - - - Lead - -
Split [s] 15.0 23.0 0.0 17.0 25.0 0.0 0.0 26.0 0.0 14.0 40.0 0.0 Phasing & Timing: Pattern 1
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 11: 11 EACP Alt 1 AM PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 7.83 0.92 1.01 9.44 2.04 2.27 1.67 1.19 9.81 0.08 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 35.53 14.05 14.07 36.60 16.54 16.55 32.41 27.75 36.55 18.47 c, Capacity [veh/h] 164 839 780 123 796 719 306 313 126 547 s, saturation flow rate [veh/h] 1781 1870 1737 1781 1870 1687 1020 1480 1781 1647 (v / s)_i Volume / Saturation Flow Rate 0.07 0.14 0.14 0.05 0.20 0.20 0.17 0.10 0.06 0.03 g / C, Green / Cycle 0.09 0.45 0.45 0.07 0.43 0.43 0.21 0.21 0.07 0.33 g_i, Effective Green Time [s] 7.4 35.9 35.9 5.5 34.1 34.1 16.9 16.9 5.7 26.5 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 80 80 80 80 80 80 80 80 80 80 Lane Group L C C L C C C C L C
Lane Group Calculations
95th-Percentile Queue Length [ft/ln] 119.15 124.08 117.25 90.98 210.73 196.44 150.38 118.87 99.42 32.36 95th-Percentile Queue Length [veh/ln] 4.77 4.96 4.69 3.64 8.43 7.86 6.02 4.75 3.98 1.29 50th-Percentile Queue Length [ft/ln] 66.20 68.93 65.14 50.55 120.66 110.31 83.55 66.04 55.24 17.98 50th-Percentile Queue Length [veh/ln] 2.65 2.76 2.61 2.02 4.83 4.41 3.34 2.64 2.21 0.72 Critical Lane Group Yes No No No No Yes Yes No Yes No
Lane Group LOS D B B D B B C C D B
d, Delay for Lane Group [s/veh] 43.36 14.98 15.08 46.04 18.58 18.82 34.08 28.94 46.36 18.56 X, volume / capacity 0.78 0.30 0.30 0.76 0.48 0.48 0.57 0.49 0.78 0.10 Lane Group Results
4 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 11: 11 EACP Alt 1 AM Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 43.36 15.01 15.08 46.04 18.64 18.82 34.08 28.94 28.94 46.36 18.56 18.56 Movement LOS D B B D B B C C C D B B
d_A, Approach Delay [s/veh] 20.89 21.84 31.68 36.25
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 24.37
Intersection LOS C
Intersection V/C 0.626
Emissions
Vehicle Miles Traveled [mph] 8.17 16.17 15.16 7.23 29.19 26.40 5.20 4.57 6.51 3.72 Stops [stops/h] 119.15 124.08 117.25 90.98 217.18 198.56 150.38 118.87 99.42 32.36 Fuel consumption [US gal/h] 2.89 2.87 2.71 2.26 5.14 4.69 2.02 1.56 1.60 0.50 CO [g/h] 202.08 200.55 189.20 157.95 359.04 327.76 141.02 109.22 111.73 35.14 NOx [g/h] 39.32 39.02 36.81 30.73 69.86 63.77 27.44 21.25 21.74 6.84 VOC [g/h] 46.83 46.48 43.85 36.61 83.21 75.96 32.68 25.31 25.89 8.15 Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 31.51 31.51 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersectio 2.693 2.959 2.120 2.203 Crosswalk LOS B C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 475 525 550 900 d_b, Bicycle Delay [s] 23.26 21.76 21.03 12.10
I_b,int, Bicycle LOS Score for Intersection 2.070 2.234 1.829 1.814 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 12: 12 EACP Alt 1 PM Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Signalized Delay (sec / veh): 22.0
Analysis Method: HCM 7th Edition Level Of Service: C
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.560 Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 85.00 100.00 100.00 320.00 100.00 100.00 110.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
1 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 12: 12 EACP Alt 1 PM Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 109 508 108 94 535 163 129 23 75 98 13 43 Total 15-Minute Volume [veh/h] 27 127 27 24 134 41 32 6 19 24 3 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 94 437 93 81 461 140 111 20 65 84 11 37 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 41 57 0 0 67 33 33 0 41 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 52 373 91 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
2 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 12: 12 EACP Alt 1 PM Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD No
Intersection Settings
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0.0 14.0 0.0 0.0 10.0 0.0 0.0 17.0 0.0 0.0 17.0 0.0 Walk [s] 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 11 20 0 12 21 0 0 22 0 10 36 0
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Pedestrian Recall No No No No No No No
Maximum Recall No No No No No No No
Minimum Recall No No No No No No No
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 5 10 0 5 10 0 0 10 0 5 10 0
Lead / Lag Lead - - Lead - - - - - Lead - -
Split [s] 15.0 24.0 0.0 16.0 25.0 0.0 0.0 26.0 0.0 14.0 40.0 0.0 Phasing & Timing: Pattern 1
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 12: 12 EACP Alt 1 PM PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 8.49 1.08 1.15 9.40 1.42 1.55 1.51 0.84 9.81 0.10 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 36.10 12.92 12.93 36.60 13.86 13.87 33.94 28.91 36.55 20.35 c, Capacity [veh/h] 142 901 847 123 882 812 257 267 126 492 s, saturation flow rate [veh/h] 1781 1870 1758 1781 1870 1722 939 1499 1781 1647 (v / s)_i Volume / Saturation Flow Rate 0.06 0.17 0.17 0.05 0.19 0.19 0.14 0.07 0.06 0.03 g / C, Green / Cycle 0.08 0.48 0.48 0.07 0.47 0.47 0.18 0.18 0.07 0.30 g_i, Effective Green Time [s] 6.4 38.6 38.6 5.5 37.7 37.7 14.3 14.3 5.7 23.9 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 80 80 80 80 80 80 80 80 80 80 Lane Group L C C L C C C C L C
Lane Group Calculations
95th-Percentile Queue Length [ft/ln] 103.28 148.59 141.09 90.92 181.33 168.82 112.74 76.44 99.42 34.33 95th-Percentile Queue Length [veh/ln] 4.13 5.94 5.64 3.64 7.25 6.75 4.51 3.06 3.98 1.37 50th-Percentile Queue Length [ft/ln] 57.38 82.55 78.38 50.51 100.74 93.79 62.63 42.46 55.24 19.07 50th-Percentile Queue Length [veh/ln] 2.30 3.30 3.14 2.02 4.03 3.75 2.51 1.70 2.21 0.76 Critical Lane Group Yes No No No No Yes Yes No Yes No
Lane Group LOS D B B D B B D C D C
d, Delay for Lane Group [s/veh] 44.59 14.00 14.09 45.99 15.28 15.42 35.45 29.75 46.36 20.45 X, volume / capacity 0.77 0.35 0.35 0.76 0.41 0.41 0.50 0.37 0.78 0.11 Lane Group Results
4 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 12: 12 EACP Alt 1 PM Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 44.59 14.03 14.09 45.99 15.32 15.42 35.45 29.75 29.75 46.36 20.45 20.45 Movement LOS D B B D B B D C C D C C
d_A, Approach Delay [s/veh] 18.64 18.98 32.99 36.94
Approach LOS B B C D
d_I, Intersection Delay [s/veh] 21.98
Intersection LOS C
Intersection V/C 0.560
Emissions
Vehicle Miles Traveled [mph] 6.96 20.22 19.08 7.23 27.90 25.77 3.85 2.93 6.51 3.72 Stops [stops/h] 103.28 148.59 141.09 90.92 181.33 168.82 112.74 76.44 99.42 34.33 Fuel consumption [US gal/h] 2.51 3.44 3.27 2.26 4.34 4.03 1.54 1.02 1.60 0.53 CO [g/h] 175.56 240.71 228.29 157.84 303.32 281.95 107.38 71.17 111.73 37.18 NOx [g/h] 34.16 46.83 44.42 30.71 59.01 54.86 20.89 13.85 21.74 7.23 VOC [g/h] 40.69 55.79 52.91 36.58 70.30 65.34 24.89 16.49 25.89 8.62 Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 31.51 31.51 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersectio 2.715 2.910 2.075 2.204 Crosswalk LOS B C B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 500 525 550 900 d_b, Bicycle Delay [s] 22.50 21.76 21.03 12.10
I_b,int, Bicycle LOS Score for Intersection 2.158 2.213 1.747 1.814 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
5 1/28/2025
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OPENING YEAR PLUS PROJECT PLUS
ALTERNATIVE #2

TRAFFIC CONDITIONS
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-2) TJW Engineering, Inc. Scenario 7: 7 EACP Alt 2 AM Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Signalized Delay (sec / veh): 22.3
Analysis Method: HCM 7th Edition Level Of Service: C
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.855 Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 110.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
1 4/11/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-2) TJW Engineering, Inc. Scenario 7: 7 EACP Alt 2 AM Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 128 388 103 94 512 211 174 23 130 98 13 43 Total 15-Minute Volume [veh/h] 32 97 26 24 128 53 44 6 33 24 3 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 110 334 89 81 441 182 150 20 112 84 11 37 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 91 55 0 0 47 75 72 0 88 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 19 274 87 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
2 4/11/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-2) TJW Engineering, Inc. Scenario 7: 7 EACP Alt 2 AM Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD No
Intersection Settings
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0.0 10.0 0.0 0.0 10.0 0.0 0.0 17.0 0.0 0.0 17.0 0.0 Walk [s] 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 95 0 0 95 0 21 24 0 19 18 0
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Flashing Yellow Arrow
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 0 10 0 0 10 0 5 10 0 5 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Split [s] 0.0 38.0 0.0 0.0 38.0 0.0 20.0 22.0 0.0 20.0 22.0 0.0 Phasing & Timing: Pattern 1
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
3 4/11/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-2) TJW Engineering, Inc. Scenario 7: 7 EACP Alt 2 AM PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 6.30 6.39 7.20 3.58 9.03 1.58 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 9.46 10.48 34.30 32.78 36.45 34.29 c, Capacity [veh/h] 822 1027 214 225 128 148
s, saturation flow rate [veh/h] 1201 1527 1781 1626 1781 1647 (v / s)_i Volume / Saturation Flow Rate 0.52 0.54 0.10 0.09 0.06 0.03 g / C, Green / Cycle 0.64 0.64 0.12 0.14 0.07 0.09
g_i, Effective Green Time [s] 51.2 51.2 9.6 11.0 5.7 7.2 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 80 80 80 80 80 80
Lane Group C C L C L C
Lane Group Calculations
95th-Percentile Queue Length [ft/ln] 245.43 343.54 165.89 135.45 98.35 48.78 95th-Percentile Queue Length [veh/ln] 9.82 13.74 6.64 5.42 3.93 1.95 50th-Percentile Queue Length [ft/ln] 146.26 221.50 92.16 75.25 54.64 27.10 50th-Percentile Queue Length [veh/ln] 5.85 8.86 3.69 3.01 2.19 1.08 Critical Lane Group No Yes No Yes Yes No
Lane Group LOS B B D D D D
d, Delay for Lane Group [s/veh] 15.77 16.86 41.50 36.36 45.48 35.87 X, volume / capacity 0.75 0.80 0.81 0.68 0.76 0.38
Lane Group Results
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-2) TJW Engineering, Inc. Scenario 7: 7 EACP Alt 2 AM Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 15.77 15.77 15.77 16.86 16.86 16.86 41.50 36.36 36.36 45.48 35.87 35.87 Movement LOS B B B B B B D D D D D D
d_A, Approach Delay [s/veh] 15.77 16.86 39.10 41.98
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 22.32
Intersection LOS C
Intersection V/C 0.855
Emissions
Vehicle Miles Traveled [mph] 39.50 62.81 5.20 4.57 6.51 3.72 Stops [stops/h] 263.27 398.70 165.89 135.45 98.35 48.78 Fuel consumption [US gal/h] 6.61 9.91 2.34 1.86 1.58 0.76 CO [g/h] 462.26 692.99 163.54 129.82 110.22 53.34
NOx [g/h] 89.94 134.83 31.82 25.26 21.44 10.38
VOC [g/h] 107.13 160.61 37.90 30.09 25.54 12.36
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 31.51 31.51 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersectio 2.598 2.629 2.302 2.171 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 850 850 450 450 d_b, Bicycle Delay [s] 13.23 13.23 24.03 24.03
I_b,int, Bicycle LOS Score for Intersection 2.581 2.908 2.099 1.814 Bicycle LOS B C B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-2) TJW Engineering, Inc. Scenario 8: 8 EACP Alt 2 PM Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Signalized Delay (sec / veh): 18.7
Analysis Method: HCM 7th Edition Level Of Service: B
Analysis Period: 15 minutes Volume to Capacity (v/c): 0.796 Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 110.00 100.00 100.00 110.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
1 4/11/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-2) TJW Engineering, Inc. Scenario 8: 8 EACP Alt 2 PM Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 109 508 108 94 535 163 129 23 75 98 13 43 Total 15-Minute Volume [veh/h] 27 127 27 24 134 41 32 6 19 24 3 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 94 437 93 81 461 140 111 20 65 84 11 37 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 41 57 0 0 67 33 33 0 41 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 52 373 91 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
2 4/11/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-2) TJW Engineering, Inc. Scenario 8: 8 EACP Alt 2 PM Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD No
Intersection Settings
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0.0 10.0 0.0 0.0 10.0 0.0 0.0 17.0 0.0 0.0 17.0 0.0 Walk [s] 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 34 0 0 34 0 16 18 0 16 18 0
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Flashing Yellow Arrow
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing (Basic)
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Minimum Green [s] 0 10 0 0 10 0 5 10 0 5 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Split [s] 0.0 38.0 0.0 0.0 38.0 0.0 20.0 22.0 0.0 20.0 22.0 0.0 Phasing & Timing: Pattern 1
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-2) TJW Engineering, Inc. Scenario 8: 8 EACP Alt 2 PM PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.77 4.79 7.80 2.38 9.03 1.54 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 8.20 8.54 35.50 33.56 36.45 34.21 c, Capacity [veh/h] 991 1061 165 184 128 150
s, saturation flow rate [veh/h] 1410 1517 1781 1647 1781 1647 (v / s)_i Volume / Saturation Flow Rate 0.51 0.52 0.07 0.06 0.06 0.03 g / C, Green / Cycle 0.67 0.67 0.09 0.11 0.07 0.09
g_i, Effective Green Time [s] 53.4 53.4 7.4 8.9 5.7 7.2 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 80 80 80 80 80 80
Lane Group C C L C L C
Lane Group Calculations
95th-Percentile Queue Length [ft/ln] 248.04 277.73 125.68 85.61 98.35 48.67 95th-Percentile Queue Length [veh/ln] 9.92 11.11 5.03 3.42 3.93 1.95 50th-Percentile Queue Length [ft/ln] 148.21 170.62 69.82 47.56 54.64 27.04 50th-Percentile Queue Length [veh/ln] 5.93 6.82 2.79 1.90 2.19 1.08 Critical Lane Group No Yes No Yes Yes No
Lane Group LOS B B D D D D
d, Delay for Lane Group [s/veh] 12.97 13.33 43.30 35.94 45.48 35.74 X, volume / capacity 0.73 0.75 0.78 0.53 0.76 0.37
Lane Group Results
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-2) TJW Engineering, Inc. Scenario 8: 8 EACP Alt 2 PM Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 12.97 12.97 12.97 13.33 13.33 13.33 43.30 35.94 35.94 45.48 35.74 35.74 Movement LOS B B B B B B D D D D D D
d_A, Approach Delay [s/veh] 12.97 13.33 40.12 41.94
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 18.72
Intersection LOS B
Intersection V/C 0.796
Emissions
Vehicle Miles Traveled [mph] 46.26 60.89 3.85 2.93 6.51 3.72 Stops [stops/h] 266.78 307.12 125.68 85.61 98.35 48.67
Fuel consumption [US gal/h] 6.82 8.05 1.79 1.18 1.58 0.76 CO [g/h] 476.44 563.00 125.27 82.25 110.22 53.21
NOx [g/h] 92.70 109.54 24.37 16.00 21.44 10.35
VOC [g/h] 110.42 130.48 29.03 19.06 25.54 12.33
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 31.51 31.51 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersectio 2.634 2.653 2.230 2.172 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 850 850 450 450 d_b, Bicycle Delay [s] 13.23 13.23 24.03 24.03
I_b,int, Bicycle LOS Score for Intersection 2.756 2.866 1.934 1.814 Bicycle LOS C C A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
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OPENING YEAR PLUS PROJECT PLUS
ALTERNATIVE #3

TRAFFIC CONDITIONS
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 9: 9 EACP Alt 3 AM Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Roundabout Delay (sec / veh): 14.6
Analysis Method: HCM 7th Edition Level Of Service: B
Analysis Period: 15 minutes
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 128 388 103 94 512 211 174 23 130 98 13 43 Total 15-Minute Volume [veh/h] 32 97 26 24 128 53 44 6 33 24 3 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 110 334 89 81 441 182 150 20 112 84 11 37 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 91 55 0 0 47 75 72 0 88 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 19 274 87 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
1 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 9: 9 EACP Alt 3 AM Adjusted Demand Flow Rate [veh/h] 128 388 103 94 512 211 174 23 130 98 13 43 Demand Flow Rate [veh/h] 110 334 89 81 441 182 150 20 112 84 11 37 Exiting Flow Rate [veh/h] 755 617 359 224
Circulating Flow Rate [veh/h] 297 244 718 704
Number of Conflicting Circulating Lanes 1 1 1 1
Intersection Settings
X, volume / capacity 0.62 0.77 0.50 0.23
Capacity per Entry Lane [veh/h] 1000 1056 651 660
Pedestrian Impedance 1.00 1.00 1.00 1.00
Capacity of Entry and Bypass Lanes [veh/h] 1020 1077 664 674 Entry Flow Rate [veh/h] 632 834 334 158
HV Adjustment Factor 0.98 0.98 0.98 0.98
B (coefficient) 0.00102 0.00102 0.00102 0.00102
A (intercept) 1380.00 1380.00 1380.00 1380.00
User-Defined Follow-Up Time [s] 3.00 3.00 3.00 3.00
Overwrite Calculated Follow-Up Time No No No No
User-Defined Critical Headway [s] 4.00 4.00 4.00 4.00
Overwrite Calculated Critical Headway No No No No
Lanes
Intersection LOS B
Intersection Delay [s/veh] 14.59
Approach LOS B C B A
Approach Delay [s/veh] 12.37 17.89 13.51 8.27
95th-Percentile Queue Length [ft] 111.54 202.34 70.86 22.51 95th-Percentile Queue Length [veh] 4.46 8.09 2.83 0.90
Lane LOS B C B A
Movement, Approach, & Intersection Results
2 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 10: 10 EACP Alt 3 PM Intersection Level Of Service Report
Intersection 1: Adams St / Corporate Center Dr
Control Type: Roundabout Delay (sec / veh): 14.0
Analysis Method: HCM 7th Edition Level Of Service: B
Analysis Period: 15 minutes
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 109 508 108 94 535 163 129 23 75 98 13 43 Total 15-Minute Volume [veh/h] 27 127 27 24 134 41 32 6 19 24 3 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 0.8610 Total Hourly Volume [veh/h] 94 437 93 81 461 140 111 20 65 84 11 37 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 41 57 0 0 67 33 33 0 41 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 1.0200 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 52 373 91 79 386 105 76 20 24 82 11 36 Name Adams Street Adams Street Corporate Center Drive Corporate Center Drive Volumes
1 1/28/2025
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Generated with Adams St and Corporate Centre Dr
Version 2025 (SP 0-1) TJW Engineering, Inc. Scenario 10: 10 EACP Alt 3 PM Adjusted Demand Flow Rate [veh/h] 109 508 108 94 535 163 129 23 75 98 13 43 Demand Flow Rate [veh/h] 94 437 93 81 461 140 111 20 65 84 11 37 Exiting Flow Rate [veh/h] 722 694 291 230
Circulating Flow Rate [veh/h] 251 224 742 761
Number of Conflicting Circulating Lanes 1 1 1 1
Intersection Settings
X, volume / capacity 0.69 0.74 0.36 0.25
Capacity per Entry Lane [veh/h] 1048 1077 636 623
Pedestrian Impedance 1.00 1.00 1.00 1.00
Capacity of Entry and Bypass Lanes [veh/h] 1069 1098 648 636 Entry Flow Rate [veh/h] 740 808 232 158
HV Adjustment Factor 0.98 0.98 0.98 0.98
B (coefficient) 0.00102 0.00102 0.00102 0.00102
A (intercept) 1380.00 1380.00 1380.00 1380.00
User-Defined Follow-Up Time [s] 3.00 3.00 3.00 3.00
Overwrite Calculated Follow-Up Time No No No No
User-Defined Critical Headway [s] 4.00 4.00 4.00 4.00
Overwrite Calculated Critical Headway No No No No
Lanes
Intersection LOS B
Intersection Delay [s/veh] 13.98
Approach LOS B C B A
Approach Delay [s/veh] 14.24 15.71 10.58 8.91
95th-Percentile Queue Length [ft] 147.15 174.68 40.44 24.25 95th-Percentile Queue Length [veh] 5.89 6.99 1.62 0.97
Lane LOS B C B A
Movement, Approach, & Intersection Results
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Adams Street and Corporate Centre Drive Project Detailed Report, 1/31/2025 1 / 47
Adams Street and Corporate Centre Drive Project Detailed Report Table of Contents

1. Basic Project Information

1.1. Basic Project Information

1.2. Land Use Types

1.3. User-Selected Emission Reduction Measures by Emissions Sector

2. Emissions Summary

2.1. Construction Emissions Compared Against Thresholds

2.2. Construction Emissions by Year, Unmitigated

2.4. Operations Emissions Compared Against Thresholds

2.5. Operations Emissions by Sector, Unmitigated

3. Construction Emissions Details

3.1. Demolition (2025) - Unmitigated

3.3. Site Preparation (2025) - Unmitigated

3.5. Grading (2025) - Unmitigated

3.7. Building Construction (2025) - Unmitigated

3.9. Paving (2025) - Unmitigated
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Adams Street and Corporate Centre Drive Project Detailed Report, 1/31/2025 2 / 47

3.11. Architectural Coating (2025) - Unmitigated

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated

4.2.3. Natural Gas Emissions By Land Use - Unmitigated

4.3. Area Emissions by Source

4.3.1. Unmitigated

4.4. Water Emissions by Land Use

4.4.1. Unmitigated

4.5. Waste Emissions by Land Use

4.5.1. Unmitigated

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated

4.8. Stationary Emissions By Equipment Type
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4.8.1. Unmitigated

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated

4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated

4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated

4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated

5. Activity Data

5.1. Construction Schedule

5.2. Off-Road Equipment

5.2.1. Unmitigated

5.3. Construction Vehicles

5.3.1. Unmitigated

5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies

5.5. Architectural Coatings

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities
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5.6.2. Construction Earthmoving Control Strategies

5.7. Construction Paving

5.8. Construction Electricity Consumption and Emissions Factors

5.9. Operational Mobile Sources

5.9.1. Unmitigated

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.2. Architectural Coatings

5.10.3. Landscape Equipment

5.11. Operational Energy Consumption

5.11.1. Unmitigated

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated

5.13. Operational Waste Generation

5.13.1. Unmitigated

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated
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5.15. Operational Off-Road Equipment

5.15.1. Unmitigated

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps

5.16.2. Process Boilers

5.17. User Defined

5.18. Vegetation

5.18.1. Land Use Change

5.18.1.1. Unmitigated

5.18.1. Biomass Cover Type

5.18.1.1. Unmitigated

5.18.2. Sequestration

5.18.2.1. Unmitigated

6. Climate Risk Detailed Report

6.1. Climate Risk Summary

6.2. Initial Climate Risk Scores

6.3. Adjusted Climate Risk Scores

6.4. Climate Risk Reduction Measures
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7. Health and Equity Details

7.1. CalEnviroScreen 4.0 Scores

7.2. Healthy Places Index Scores

7.3. Overall Health & Equity Scores

7.4. Health & Equity Measures

7.5. Evaluation Scorecard

7.6. Health & Equity Custom Measures

8. User Changes to Default Data
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1. Basic Project Information

1.1. Basic Project Information
Data Field Value
Project Name Adams Street and Corporate Centre Drive Project Construction Start Date 4/1/2025
Operational Year 2026
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s) 3.00
Precipitation (days) 0.80
Location 33.710242118798206, -116.28655847069649
County Riverside-Salton Sea
City La Quinta
Air District South Coast AQMD
Air Basin Salton Sea
TAZ 5656
EDFZ 19
Electric Utility Imperial Irrigation District
Gas Utility Southern California Gas
App Version 2022.1.1.29

1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft) Landscape Area (sq ft)
Special Landscape
Area (sq ft)
Population Description
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Fast Food 3.80 1000sqft 0.09 3,800 0.00 — — Building
Restaurant with
Drive Thru
Other Asphalt
Surfaces

15.8 1000sqft 0.36 0.00 9,481 — — Hardscape and
Landscaping

1.3. User-Selected Emission Reduction Measures by Emissions Sector No measures selected

2. Emissions Summary

2.1. Construction Emissions Compared Against Thresholds Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 8.08 8.06 10.1 10.6 0.02 0.46 2.14 2.60 0.43 1.02 1.44 — 1,791 1,791 0.07 0.02 0.62 1,798 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 0.32 0.29 1.67 2.27 < 0.005 0.07 0.02 0.09 0.06 0.01 0.07 — 420 420 0.02 < 0.005 0.02 421 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 0.06 0.05 0.31 0.41 < 0.005 0.01 < 0.005 0.02 0.01 < 0.005 0.01 — 69.5 69.5 < 0.005 < 0.005 < 0.005 69.8

2.2. Construction Emissions by Year, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily -
Summer
(Max)
— — — — — — — — — — — — — — — — — —
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2025 8.08 8.06 10.1 10.6 0.02 0.46 2.14 2.60 0.43 1.02 1.44 — 1,791 1,791 0.07 0.02 0.62 1,798 Daily -
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
2025 0.32 0.29 1.67 2.27 < 0.005 0.07 0.02 0.09 0.06 0.01 0.07 — 420 420 0.02 < 0.005 0.02 421 Annual — — — — — — — — — — — — — — — — — —
2025 0.06 0.05 0.31 0.41 < 0.005 0.01 < 0.005 0.02 0.01 < 0.005 0.01 — 69.5 69.5 < 0.005 < 0.005 < 0.005 69.8

2.4. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Un/Mit. TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 7.80 7.38 5.09 46.4 0.10 0.08 7.74 7.82 0.07 1.96 2.04 25.8 10,150 10,176 3.09 0.51 35.4 10,440 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 6.25 5.82 5.48 34.2 0.09 0.08 7.74 7.82 0.07 1.96 2.04 25.8 9,082 9,107 3.13 0.52 6.71 9,348 Average
Daily
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 6.24 5.94 3.84 26.0 0.05 0.05 4.22 4.27 0.05 1.07 1.12 25.8 5,519 5,545 3.01 0.35 12.9 5,737 Annual
(Max)
— — — — — — — — — — — — — — — — — —
Unmit. 1.14 1.08 0.70 4.74 0.01 0.01 0.77 0.78 0.01 0.20 0.20 4.27 914 918 0.50 0.06 2.13 950

2.5. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 324 CLICK HERE to Return to Agenda
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Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 7.67 7.25 4.99 46.1 0.10 0.07 7.74 7.81 0.07 1.96 2.03 — 9,831 9,831 0.47 0.50 29.5 10,021 Area 0.12 0.12 < 0.005 0.17 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.68 0.68 < 0.005 < 0.005 — 0.68 Energy 0.01 0.01 0.11 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 314 314 0.03 < 0.005 — 316 Water — — — — — — — — — — — 2.21 4.34 6.55 0.23 0.01 — 13.9 Waste — — — — — — — — — — — 23.6 0.00 23.6 2.36 0.00 — 82.5 Refrig. — — — — — — — — — — — — — — — — 5.94 5.94
Total 7.80 7.38 5.09 46.4 0.10 0.08 7.74 7.82 0.07 1.96 2.04 25.8 10,150 10,176 3.09 0.51 35.4 10,440 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Mobile 6.15 5.72 5.37 34.1 0.09 0.07 7.74 7.81 0.07 1.96 2.03 — 8,763 8,763 0.51 0.51 0.76 8,930 Area 0.09 0.09 — — — — — — — — — — — — — — — —
Energy 0.01 0.01 0.11 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 314 314 0.03 < 0.005 — 316 Water — — — — — — — — — — — 2.21 4.34 6.55 0.23 0.01 — 13.9 Waste — — — — — — — — — — — 23.6 0.00 23.6 2.36 0.00 — 82.5 Refrig. — — — — — — — — — — — — — — — — 5.94 5.94
Total 6.25 5.82 5.48 34.2 0.09 0.08 7.74 7.82 0.07 1.96 2.04 25.8 9,082 9,107 3.13 0.52 6.71 9,348 Average
Daily
— — — — — — — — — — — — — — — — — —
Mobile 6.12 5.83 3.73 25.8 0.05 0.04 4.22 4.26 0.04 1.07 1.11 — 5,200 5,200 0.39 0.34 6.94 5,318 Area 0.11 0.11 < 0.005 0.08 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.34 0.34 < 0.005 < 0.005 — 0.34 Energy 0.01 0.01 0.11 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 314 314 0.03 < 0.005 — 316 Water — — — — — — — — — — — 2.21 4.34 6.55 0.23 0.01 — 13.9 Waste — — — — — — — — — — — 23.6 0.00 23.6 2.36 0.00 — 82.5 Refrig. — — — — — — — — — — — — — — — — 5.94 5.94
Total 6.24 5.94 3.84 26.0 0.05 0.05 4.22 4.27 0.05 1.07 1.12 25.8 5,519 5,545 3.01 0.35 12.9 5,737 325 CLICK HERE to Return to Agenda
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Annual — — — — — — — — — — — — — — — — — —
Mobile 1.12 1.06 0.68 4.70 0.01 0.01 0.77 0.78 0.01 0.20 0.20 — 861 861 0.06 0.06 1.15 881 Area 0.02 0.02 < 0.005 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.06 0.06 < 0.005 < 0.005 — 0.06 Energy < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 52.0 52.0 0.01 < 0.005 — 52.3 Water — — — — — — — — — — — 0.37 0.72 1.08 0.04 < 0.005 — 2.29 Waste — — — — — — — — — — — 3.91 0.00 3.91 0.39 0.00 — 13.7 Refrig. — — — — — — — — — — — — — — — — 0.98 0.98
Total 1.14 1.08 0.70 4.74 0.01 0.01 0.77 0.78 0.01 0.20 0.20 4.27 914 918 0.50 0.06 2.13 950

3. Construction Emissions Details

3.1. Demolition (2025) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.56 0.47 4.33 5.65 0.01 0.16 — 0.16 0.14 — 0.14 — 852 852 0.03 0.01 — 855 Demoliti
on
— — — — — — 0.00 0.00 — 0.00 0.00 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
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Off-Roa 0.02 0.01 0.12 0.15 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 23.3 23.3 < 0.005 < 0.005 — 23.4 d
Demoliti
on
— — — — — — 0.00 0.00 — 0.00 0.00 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
< 0.005 < 0.005 0.02 0.03 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 3.87 3.87 < 0.005 < 0.005 — 3.88 Demoliti
on
— — — — — — 0.00 0.00 — 0.00 0.00 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.05 0.05 0.04 0.68 0.00 0.00 0.09 0.09 0.00 0.02 0.02 — 103 103 < 0.005 < 0.005 0.35 105 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.57 2.57 < 0.005 < 0.005 < 0.005 2.61 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.43 0.43 < 0.005 < 0.005 < 0.005 0.43 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 327 CLICK HERE to Return to Agenda
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Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.3. Site Preparation (2025) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.56 0.47 4.16 5.57 0.01 0.21 — 0.21 0.20 — 0.20 — 859 859 0.03 0.01 — 862 Dust
From
Material
Movement
— — — — — — 0.21 0.21 — 0.02 0.02 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
< 0.005 < 0.005 0.01 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 2.35 2.35 < 0.005 < 0.005 — 2.36 Dust
From
Material
Movement
— — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
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Off-Roa
Equipment
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.39 0.39 < 0.005 < 0.005 — 0.39 Dust
From
Material
Movement
— — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.03 0.02 0.02 0.34 0.00 0.00 0.05 0.05 0.00 0.01 0.01 — 51.5 51.5 < 0.005 < 0.005 0.18 52.3 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.13 0.13 < 0.005 < 0.005 < 0.005 0.13 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.02 0.02 < 0.005 < 0.005 < 0.005 0.02 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.5. Grading (2025) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
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Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

1.29 1.09 10.1 10.0 0.02 0.46 — 0.46 0.43 — 0.43 — 1,714 1,714 0.07 0.01 — 1,720 Dust
From
Material
Movement
— — — — — — 2.07 2.07 — 1.00 1.00 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.01 0.01 0.06 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 9.39 9.39 < 0.005 < 0.005 — 9.42 Dust
From
Material
Movement
— — — — — — 0.01 0.01 — 0.01 0.01 — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 1.55 1.55 < 0.005 < 0.005 — 1.56 Dust
From
Material
Movement
— — — — — — < 0.005 < 0.005 — < 0.005 < 0.005 — — — — — — — 330 CLICK HERE to Return to Agenda
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Onsite 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 truck
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.04 0.04 0.03 0.51 0.00 0.00 0.07 0.07 0.00 0.02 0.02 — 77.3 77.3 < 0.005 < 0.005 0.27 78.5 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.39 0.39 < 0.005 < 0.005 < 0.005 0.39 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.06 0.06 < 0.005 < 0.005 < 0.005 0.06 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.7. Building Construction (2025) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
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Off-Roa 0.62 0.52 5.14 6.94 0.01 0.22 — 0.22 0.20 — 0.20 — 1,305 1,305 0.05 0.01 — 1,309 d
Equipm
ent
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.17 0.14 1.41 1.90 < 0.005 0.06 — 0.06 0.05 — 0.05 — 357 357 0.01 < 0.005 — 359 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.03 0.03 0.26 0.35 < 0.005 0.01 — 0.01 0.01 — 0.01 — 59.2 59.2 < 0.005 < 0.005 — 59.4 Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.01 0.01 0.01 0.11 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 16.4 16.4 < 0.005 < 0.005 0.06 16.7 Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 16.2 16.2 < 0.005 < 0.005 0.04 16.9 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
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Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 4.10 4.10 < 0.005 < 0.005 0.01 4.16 Vendor < 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 4.45 4.45 < 0.005 < 0.005 0.01 4.64 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.68 0.68 < 0.005 < 0.005 < 0.005 0.69 Vendor < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — 0.74 0.74 < 0.005 < 0.005 < 0.005 0.77 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.9. Paving (2025) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.61 0.51 4.37 5.31 0.01 0.19 — 0.19 0.18 — 0.18 — 823 823 0.03 0.01 — 826 Paving 0.19 0.19 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.01 0.01 0.06 0.07 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 11.3 11.3 < 0.005 < 0.005 — 11.3 Paving < 0.005 < 0.005 — — — — — — — — — — — — — — — —
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Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 1.87 1.87 < 0.005 < 0.005 — 1.87 Paving < 0.005 < 0.005 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker 0.09 0.09 0.07 1.20 0.00 0.00 0.16 0.16 0.00 0.04 0.04 — 180 180 0.01 0.01 0.62 183 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 2.25 2.25 < 0.005 < 0.005 < 0.005 2.28 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.37 0.37 < 0.005 < 0.005 < 0.005 0.38 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

3.11. Architectural Coating (2025) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 334 CLICK HERE to Return to Agenda
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Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Onsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent

0.15 0.13 0.88 1.14 < 0.005 0.03 — 0.03 0.03 — 0.03 — 134 134 0.01 < 0.005 — 134 Architect
ural
Coating
s

7.93 7.93 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
< 0.005 < 0.005 0.01 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 1.83 1.83 < 0.005 < 0.005 — 1.84 Architect
ural
Coating
s

0.11 0.11 — — — — — — — — — — — — — — — —
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Off-Roa
d
Equipm
ent
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.30 0.30 < 0.005 < 0.005 — 0.30 335 CLICK HERE to Return to Agenda
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Architect 0.02 0.02 — — — — — — — — — — — — — — — —
ural
Coating
Onsite
truck

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 3.29 3.29 < 0.005 < 0.005 0.01 3.34 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Average
Daily
— — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.04 0.04 < 0.005 < 0.005 < 0.005 0.04 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Annual — — — — — — — — — — — — — — — — — —
Worker < 0.005 < 0.005 < 0.005 < 0.005 0.00 0.00 < 0.005 < 0.005 0.00 < 0.005 < 0.005 — 0.01 0.01 < 0.005 < 0.005 < 0.005 0.01 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00

4. Operations Emissions Details

4.1. Mobile Emissions by Land Use

4.1.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 336 CLICK HERE to Return to Agenda
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Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru

7.67 7.25 4.99 46.1 0.10 0.07 7.74 7.81 0.07 1.96 2.03 — 9,831 9,831 0.47 0.50 29.5 10,021 Other
Asphalt
Surfaces

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Total 7.67 7.25 4.99 46.1 0.10 0.07 7.74 7.81 0.07 1.96 2.03 — 9,831 9,831 0.47 0.50 29.5 10,021 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru

6.15 5.72 5.37 34.1 0.09 0.07 7.74 7.81 0.07 1.96 2.03 — 8,763 8,763 0.51 0.51 0.76 8,930 Other
Asphalt
Surfaces

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 Total 6.15 5.72 5.37 34.1 0.09 0.07 7.74 7.81 0.07 1.96 2.03 — 8,763 8,763 0.51 0.51 0.76 8,930 Annual — — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru

1.12 1.06 0.68 4.70 0.01 0.01 0.77 0.78 0.01 0.20 0.20 — 861 861 0.06 0.06 1.15 881 Other
Asphalt
Surfaces

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 0.00 0.00 0.00 0.00 337 CLICK HERE to Return to Agenda
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Total 1.12 1.06 0.68 4.70 0.01 0.01 0.77 0.78 0.01 0.20 0.20 — 861 861 0.06 0.06 1.15 881

4.2. Energy

4.2.1. Electricity Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru
— — — — — — — — — — — — 185 185 0.02 < 0.005 — 186
Other
Asphalt
Surfaces
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 185 185 0.02 < 0.005 — 186 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru
— — — — — — — — — — — — 185 185 0.02 < 0.005 — 186
Other
Asphalt
Surfaces
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 185 185 0.02 < 0.005 — 186 Annual — — — — — — — — — — — — — — — — — —
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Fast
Food
Restaurant
with
Drive
Thru
— — — — — — — — — — — — 30.6 30.6 < 0.005 < 0.005 — 30.8 Other
Asphalt
Surfaces
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 30.6 30.6 < 0.005 < 0.005 — 30.8

4.2.3. Natural Gas Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru

0.01 0.01 0.11 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 129 129 0.01 < 0.005 — 130 Other
Asphalt
Surfaces

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Total 0.01 0.01 0.11 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 129 129 0.01 < 0.005 — 130 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru

0.01 0.01 0.11 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 129 129 0.01 < 0.005 — 130 339 CLICK HERE to Return to Agenda
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Other
Asphalt
Surfaces

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Total 0.01 0.01 0.11 0.09 < 0.005 0.01 — 0.01 0.01 — 0.01 — 129 129 0.01 < 0.005 — 130 Annual — — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru
< 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 21.4 21.4 < 0.005 < 0.005 — 21.5 Other
Asphalt
Surfaces

0.00 0.00 0.00 0.00 0.00 0.00 — 0.00 0.00 — 0.00 — 0.00 0.00 0.00 0.00 — 0.00 Total < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 21.4 21.4 < 0.005 < 0.005 — 21.5

4.3. Area Emissions by Source

4.3.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Consum
er
Product
s

0.08 0.08 — — — — — — — — — — — — — — — —
Architect
ural
Coating
s

0.01 0.01 — — — — — — — — — — — — — — — —
Landsca
pe
Equipm
ent

0.03 0.03 < 0.005 0.17 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.68 0.68 < 0.005 < 0.005 — 0.68 340 CLICK HERE to Return to Agenda
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Total 0.12 0.12 < 0.005 0.17 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.68 0.68 < 0.005 < 0.005 — 0.68 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Consum
er
Product
s

0.08 0.08 — — — — — — — — — — — — — — — —
Architect
ural
Coating
s

0.01 0.01 — — — — — — — — — — — — — — — —
Total 0.09 0.09 — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Consum
er
Product
s

0.02 0.02 — — — — — — — — — — — — — — — —
Architect
ural
Coating
s
< 0.005 < 0.005 — — — — — — — — — — — — — — — —
Landsca
pe
Equipm
ent
< 0.005 < 0.005 < 0.005 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.06 0.06 < 0.005 < 0.005 — 0.06 Total 0.02 0.02 < 0.005 0.01 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 0.06 0.06 < 0.005 < 0.005 — 0.06

4.4. Water Emissions by Land Use

4.4.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e 341 CLICK HERE to Return to Agenda
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Daily, — — — — — — — — — — — — — — — — — —
Summer
(Max)
Fast
Food
Restaurant
with
Drive
Thru
— — — — — — — — — — — 2.21 3.93 6.14 0.23 0.01 — 13.4
Other
Asphalt
Surfaces
— — — — — — — — — — — 0.00 0.41 0.41 < 0.005 < 0.005 — 0.41 Total — — — — — — — — — — — 2.21 4.34 6.55 0.23 0.01 — 13.9 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru
— — — — — — — — — — — 2.21 3.93 6.14 0.23 0.01 — 13.4
Other
Asphalt
Surfaces
— — — — — — — — — — — 0.00 0.41 0.41 < 0.005 < 0.005 — 0.41 Total — — — — — — — — — — — 2.21 4.34 6.55 0.23 0.01 — 13.9 Annual — — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru
— — — — — — — — — — — 0.37 0.65 1.02 0.04 < 0.005 — 2.23 Other
Asphalt
Surfaces
— — — — — — — — — — — 0.00 0.07 0.07 < 0.005 < 0.005 — 0.07 Total — — — — — — — — — — — 0.37 0.72 1.08 0.04 < 0.005 — 2.29 342 CLICK HERE to Return to Agenda
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4.5. Waste Emissions by Land Use

4.5.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru
— — — — — — — — — — — 23.6 0.00 23.6 2.36 0.00 — 82.5
Other
Asphalt
Surfaces
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 23.6 0.00 23.6 2.36 0.00 — 82.5 Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru
— — — — — — — — — — — 23.6 0.00 23.6 2.36 0.00 — 82.5
Other
Asphalt
Surfaces
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 23.6 0.00 23.6 2.36 0.00 — 82.5 Annual — — — — — — — — — — — — — — — — — —
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Fast — — — — — — — — — — — 3.91 0.00 3.91 0.39 0.00 — 13.7 Food
Restaurant
with
Drive
Thru
Other
Asphalt
Surfaces
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — 3.91 0.00 3.91 0.39 0.00 — 13.7

4.6. Refrigerant Emissions by Land Use

4.6.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru
— — — — — — — — — — — — — — — — 5.94 5.94
Total — — — — — — — — — — — — — — — — 5.94 5.94
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru
— — — — — — — — — — — — — — — — 5.94 5.94
Total — — — — — — — — — — — — — — — — 5.94 5.94
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Annual — — — — — — — — — — — — — — — — — —
Fast
Food
Restaurant
with
Drive
Thru
— — — — — — — — — — — — — — — — 0.98 0.98
Total — — — — — — — — — — — — — — — — 0.98 0.98

4.7. Offroad Emissions By Equipment Type

4.7.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipm
ent
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.8. Stationary Emissions By Equipment Type

4.8.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) 345 CLICK HERE to Return to Agenda
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Equipm TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e ent
Type
Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.9. User Defined Emissions By Equipment Type

4.9.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Equipm
ent
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
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4.10. Soil Carbon Accumulation By Vegetation Type

4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Vegetati
on
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —

4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Total — — — — — — — — — — — — — — — — — —
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4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual) Species TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e Daily,
Summer
(Max)
— — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
Daily,
Winter
(Max)
— — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Sequest
ered
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
Annual — — — — — — — — — — — — — — — — — —
Avoided — — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
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Sequest — — — — — — — — — — — — — — — — — —
ered
Subtotal — — — — — — — — — — — — — — — — — —
Remove
d
— — — — — — — — — — — — — — — — — —
Subtotal — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —

5. Activity Data

5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description Demolition Demolition 4/1/2025 4/15/2025 5.00 10.0 —
Site Preparation Site Preparation 4/16/2025 4/17/2025 5.00 1.00 — Grading Grading 4/18/2025 4/20/2025 5.00 2.00 —
Building Construction Building Construction 4/21/2025 9/8/2025 5.00 100 — Paving Paving 9/9/2025 9/16/2025 5.00 5.00 —
Architectural Coating Architectural Coating 9/17/2025 9/24/2025 5.00 5.00 —

5.2. Off-Road Equipment

5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor Demolition Tractors/Loaders/Back
hoes
Diesel Average 2.00 6.00 84.0 0.37
Demolition Rubber Tired Dozers Diesel Average 1.00 1.00 367 0.40 Demolition Concrete/Industrial
Saws
Diesel Average 1.00 8.00 33.0 0.73
Site Preparation Graders Diesel Average 1.00 8.00 148 0.41 349 CLICK HERE to Return to Agenda
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Site Preparation Tractors/Loaders/Back Diesel Average 1.00 8.00 84.0 0.37 Grading Graders Diesel Average 1.00 6.00 148 0.41
Grading Rubber Tired Dozers Diesel Average 1.00 6.00 367 0.40 Grading Tractors/Loaders/Back
hoes
Diesel Average 1.00 7.00 84.0 0.37
Building Construction Cranes Diesel Average 1.00 4.00 367 0.29 Building Construction Forklifts Diesel Average 2.00 6.00 82.0 0.20 Building Construction Tractors/Loaders/Back
hoes
Diesel Average 2.00 8.00 84.0 0.37
Paving Tractors/Loaders/Back
hoes
Diesel Average 1.00 7.00 84.0 0.37
Paving Cement and Mortar
Mixers
Diesel Average 4.00 6.00 10.0 0.56
Paving Pavers Diesel Average 1.00 7.00 81.0 0.42
Paving Rollers Diesel Average 1.00 7.00 36.0 0.38
Architectural Coating Air Compressors Diesel Average 1.00 6.00 37.0 0.48

5.3. Construction Vehicles

5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix Demolition — — — —
Demolition Worker 10.0 12.8 LDA,LDT1,LDT2
Demolition Vendor — 8.33 HHDT,MHDT
Demolition Hauling 0.00 20.0 HHDT
Demolition Onsite truck — — HHDT
Site Preparation — — — —
Site Preparation Worker 5.00 12.8 LDA,LDT1,LDT2
Site Preparation Vendor — 8.33 HHDT,MHDT
Site Preparation Hauling 0.00 20.0 HHDT
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Site Preparation Onsite truck — — HHDT
Grading — — — —
Grading Worker 7.50 12.8 LDA,LDT1,LDT2
Grading Vendor — 8.33 HHDT,MHDT
Grading Hauling 0.00 20.0 HHDT
Grading Onsite truck — — HHDT
Building Construction — — — —
Building Construction Worker 1.60 12.8 LDA,LDT1,LDT2
Building Construction Vendor 0.62 8.33 HHDT,MHDT
Building Construction Hauling 0.00 20.0 HHDT
Building Construction Onsite truck — — HHDT
Paving — — — —
Paving Worker 17.5 12.8 LDA,LDT1,LDT2
Paving Vendor — 8.33 HHDT,MHDT
Paving Hauling 0.00 20.0 HHDT
Paving Onsite truck — — HHDT
Architectural Coating — — — —
Architectural Coating Worker 0.32 12.8 LDA,LDT1,LDT2
Architectural Coating Vendor — 8.33 HHDT,MHDT
Architectural Coating Hauling 0.00 20.0 HHDT
Architectural Coating Onsite truck — — HHDT

5.4. Vehicles

5.4.1. Construction Vehicle Control Strategies
Control Strategies Applied PM10 Reduction PM2.5 Reduction Water unpaved roads twice daily 55% 55%
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5.5. Architectural Coatings
Phase Name Residential Interior Area
Coated (sq ft)
Residential Exterior Area
Coated (sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
Architectural Coating 0.00 0.00 5,700 1,900 948

5.6. Dust Mitigation

5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (cy) Material Exported (cy) Acres Graded (acres) Material Demolished (sq. ft.) Acres Paved (acres) Demolition 0.00 0.00 0.00 — —
Site Preparation — — 0.50 0.00 —
Grading — — 1.50 0.00 —
Paving 0.00 0.00 0.00 0.00 0.36

5.6.2. Construction Earthmoving Control Strategies
Control Strategies Applied Frequency (per day) PM10 Reduction PM2.5 Reduction Water Exposed Area 2 61% 61%
Water Demolished Area 2 36% 36%

5.7. Construction Paving
Land Use Area Paved (acres) % Asphalt
Fast Food Restaurant with Drive Thru 0.00 0%
Other Asphalt Surfaces 0.36 100%

5.8. Construction Electricity Consumption and Emissions Factors kWh per Year and Emission Factor (lb/MWh)
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Year kWh per Year CO2 CH4 N2O
2025 0.00 223 0.03 < 0.005

5.9. Operational Mobile Sources

5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year Fast Food
Restaurant with
Drive Thru
2,028 2,028 2,028 740,062 3,974 10,945 10,945 2,177,523 Other Asphalt
Surfaces

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5.10. Operational Area Sources

5.10.1. Hearths

5.10.1.1. Unmitigated

5.10.2. Architectural Coatings
Residential Interior Area Coated (sq
ft)
Residential Exterior Area Coated (sq
ft)
Non-Residential Interior Area Coated
(sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
0 0.00 5,700 1,900 948

5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180
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5.11. Operational Energy Consumption

5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr) Land Use Electricity (kWh/yr) CO2 CH4 N2O Natural Gas (kBTU/yr) Fast Food Restaurant with
Drive Thru
256,811 262 0.0330 0.0040 403,242
Other Asphalt Surfaces 0.00 262 0.0330 0.0040 0.00

5.12. Operational Water and Wastewater Consumption

5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) Fast Food Restaurant with Drive Thru 1,153,428 0.00
Other Asphalt Surfaces 0.00 177,917

5.13. Operational Waste Generation

5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
Fast Food Restaurant with Drive Thru 43.8 —
Other Asphalt Surfaces 0.00 —

5.14. Operational Refrigeration and Air Conditioning Equipment

5.14.1. Unmitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced 354 CLICK HERE to Return to Agenda
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Fast Food Restaurant R-134a 1,430 0.00 0.60 0.00 1.00
with Drive Thru
Household
refrigerators and/or
freezers
Fast Food Restaurant
with Drive Thru
Other commercial A/C
and heat pumps
R-410A 2,088 1.80 4.00 4.00 18.0
Fast Food Restaurant
with Drive Thru
Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0

5.15. Operational Off-Road Equipment

5.15.1. Unmitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor

5.16. Stationary Sources

5.16.1. Emergency Generators and Fire Pumps
Equipment Type Fuel Type Number per Day Hours per Day Hours per Year Horsepower Load Factor

5.16.2. Process Boilers
Equipment Type Fuel Type Number Boiler Rating (MMBtu/hr) Daily Heat Input (MMBtu/day) Annual Heat Input (MMBtu/yr)

5.17. User Defined
Equipment Type Fuel Type

5.18. Vegetation

5.18.1. Land Use Change

5.18.1.1. Unmitigated
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Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres

5.18.1. Biomass Cover Type

5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres

5.18.2. Sequestration

5.18.2.1. Unmitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)

6. Climate Risk Detailed Report

6.1. Climate Risk Summary
Cal-Adapt midcentury 2040–2059 average projections for four hazards are reported below for your project location. These are under Representation Concentration Pathway (RCP) 8.5 which assumes GHG emissions will continue to rise strongly through 2050 and then plateau around 2100.

Climate Hazard Result for Project Location Unit
Temperature and Extreme Heat 24.4 annual days of extreme heat Extreme Precipitation 0.00 annual days with precipitation above 20 mm Sea Level Rise — meters of inundation depth
Wildfire 0.14 annual hectares burned
Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from observed historical data (32 climate model ensemble from Cal-Adapt, 2040–2059 average under RCP 8.5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

Extreme Precipitation data are for the grid cell in which your project are located. The threshold of 20 mm is equivalent to about ¾ an inch of rain, which would be light to moderate rainfall if received over a full day or heavy rain if received over a period of 2 to 4 hours. Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

Sea Level Rise data are for the grid cell in which your project are located. The projections are from Radke et al. (2017), as reported in Cal-Adapt (Radke et al., 2017, CEC-500-2017-008), and consider inundation location and depth for the San Francisco Bay, the Sacramento-San Joaquin River Delta and California coast resulting different increments of sea level rise coupled with extreme storm events. Users may select from four scenarios to view the range in potential inundation depth for the grid cell. The four scenarios are: No rise, 0.5 meter, 1.0 meter, 1.41 meters 356 CLICK HERE to Return to Agenda
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Wildfire data are for the grid cell in which your project are located. The projections are from UC Davis, as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider historical data of climate, vegetation, population density, and large (> 400 ha) fire history. Users may select from four model simulations to view the range in potential wildfire probabilities for the grid cell. The four simulations make different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature possibilities (MIROC5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.

6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 1 0 0 N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding N/A N/A N/A N/A
Drought 0 0 0 N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation N/A N/A N/A N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.

The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.

The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores do not include implementation of climate risk reduction measures.

6.3. Adjusted Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat 1 1 1 2
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding N/A N/A N/A N/A
Drought 1 1 1 2
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation N/A N/A N/A N/A
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The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.

The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.

The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores include implementation of climate risk reduction measures.

6.4. Climate Risk Reduction Measures

7. Health and Equity Details

7.1. CalEnviroScreen 4.0 Scores
The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.

Indicator Result for Project Census Tract
Exposure Indicators —
AQ-Ozone 93.6
AQ-PM 8.51
AQ-DPM 57.4
Drinking Water 53.9
Lead Risk Housing 13.5
Pesticides 45.7
Toxic Releases 2.39
Traffic 70.2
Effect Indicators —
CleanUp Sites 0.00
Groundwater 0.00
Haz Waste Facilities/Generators 26.7
Impaired Water Bodies 77.3
Solid Waste 0.00
Sensitive Population —
Asthma 19.8
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Cardio-vascular 22.9
Low Birth Weights 48.5
Socioeconomic Factor Indicators —
Education 33.5
Housing 10.8
Linguistic 60.6
Poverty 46.6
Unemployment 45.8

7.2. Healthy Places Index Scores
The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.

Indicator Result for Project Census Tract
Economic —
Above Poverty 77.22314898
Employed 96.63800847
Median HI 77.50545361
Education —
Bachelor's or higher 55.99897344
High school enrollment 21.68612858
Preschool enrollment 57.19235211
Transportation —
Auto Access 60.64416784
Active commuting 24.04722187
Social —
2-parent households 46.33645579
Voting 62.08135506
Neighborhood —
Alcohol availability 89.83703323
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Park access 39.65096882
Retail density 60.54151161
Supermarket access 31.45130245
Tree canopy 8.546131143
Housing —
Homeownership 85.85910432
Housing habitability 92.37777493
Low-inc homeowner severe housing cost burden 72.35981009 Low-inc renter severe housing cost burden 90.94058771
Uncrowded housing 92.9038881
Health Outcomes —
Insured adults 68.18940074
Arthritis 5.8
Asthma ER Admissions 81.7
High Blood Pressure 8.6
Cancer (excluding skin) 8.0
Asthma 46.1
Coronary Heart Disease 13.8
Chronic Obstructive Pulmonary Disease 27.0
Diagnosed Diabetes 57.0
Life Expectancy at Birth 60.2
Cognitively Disabled 78.9
Physically Disabled 68.4
Heart Attack ER Admissions 74.8
Mental Health Not Good 63.6
Chronic Kidney Disease 27.1
Obesity 44.4
Pedestrian Injuries 54.9
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Physical Health Not Good 55.3
Stroke 34.3
Health Risk Behaviors —
Binge Drinking 50.7
Current Smoker 60.5
No Leisure Time for Physical Activity 65.6
Climate Change Exposures —
Wildfire Risk 0.0
SLR Inundation Area 0.0
Children 48.8
Elderly 57.9
English Speaking 63.3
Foreign-born 14.4
Outdoor Workers 55.7
Climate Change Adaptive Capacity —
Impervious Surface Cover 48.4
Traffic Density 39.8
Traffic Access 23.0
Other Indices —
Hardship 32.9
Other Decision Support —
2016 Voting 76.5

7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 27.0 Healthy Places Index Score for Project Location (b) 75.0 Project Located in a Designated Disadvantaged Community (Senate Bill 535) No 361 CLICK HERE to Return to Agenda
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Project Located in a Low-Income Community (Assembly Bill 1550) No Project Located in a Community Air Protection Program Community (Assembly Bill 617) No a: The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state. b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.

7.4. Health & Equity Measures
No Health & Equity Measures selected.

7.5. Evaluation Scorecard
Health & Equity Evaluation Scorecard not completed.

7.6. Health & Equity Custom Measures
No Health & Equity Custom Measures created.

8. User Changes to Default Data
Screen Justification
Characteristics: Project Details Start of construction date is for analysis purposes only. The project scope involves a coffee shop with drive-through window with a building area of approximately 3,800 square feet. The current version of CalEEMod does not have ITE code 937 corresponding to this use. Therefore, for analysis purposes, this model uses ITE code 934 corresponding to Fast Food Restaurant with Drive-Through, but the daily trip generation rate per TSF has been increased to match ITE 937, as provided in the Adams Street & Corporate Centre Drive Traffic Impact Analysis, dated January 30, 2025.

Operations: Vehicle Data Trip generation rates were adjusted (increased) to 533.57 trips per TSF based on the project-specific report corresponding to ITE 937 (Coffee/Donut shop with Drive-Through Window).
362 CLICK HERE to Return to Agenda
RESOLUTION 2025-XXX EXHIBIT C

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:

GENERAL

1. The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta (“City”), its agents, officers, and employees from any claim, action, or proceeding to attack, set aside, void, or annul the approval of this Conditional Use Permit. The City shall have sole discretion in selecting its defense counsel.

The City shall promptly notify the applicant of any claim, action, or proceeding and cooperate fully in the defense.

2. All the following approvals shall comply with all applicable conditions and mitigation measures:

Specific Plan 2024-0005 (SP 1989-014 Amendment No. 3)
Specific Plan 1989-014
Specific Plan 1989-014 Amendment No. 1
Specific Plan 1989-014 Amendment No. 2
Conditional Use Permit 2024-0007
Site Development Permit 2024-0014
Environmental Assessment 1996-319
In the event of any conflict(s) between approval conditions and/or provisions of these approvals, the Design and Development Director shall adjudicate the conflict by determining the precedence.

3. The applicant shall comply with all applicable provisions of the La Quinta Municipal Code (LQMC), including LQMC Sections 9.210.010, 9.210.020, and 9.240.010.

4. Conditional Use Permit 2024-0007 and Site Development Permit 2024-0014 shall expire on June 10, 2027, and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080, unless the required ministerial permits have been issued. A time extension may be requested per LQMC Section

9.200.080.

5. The drive-through shall be screened by a combination of berms, walls, and landscaping so that the cars using the drive-through facilities will not be visible to pedestrians and cars on the perimeter sidewalk and street. The screening shall be approved by the Planning Manager prior to building permit issuance.

6. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required:
363 CLICK HERE to Return to Agenda
RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:
 Riverside County Fire Marshal
 La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form – Whitewater River Region, Improvement Permit)
 La Quinta Design and Development Department - Planning Division and Building Division
 Riverside County Environmental Health Department
 Desert Sands Unified School District (DSUSD)
 Coachella Valley Water District (CVWD)
 Imperial Irrigation District (IID)
 California Regional Water Quality Control Board (CRWQCB)  State Water Resources Control Board
 SunLine Transit Agency
 South Coast Air Quality Management District Coachella Valley (SCAQMD) The applicant is responsible for all requirements of the permits and/or clearances from the above-listed agencies. When these requirements include approval of improvement plans, the applicant shall furnish proof of such approvals when submitting those improvement plans for City approval.

7. The applicant shall comply with applicable provisions of the City’s NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board – Colorado River Basin Region Board Order No. R7-2013-0011 and the State Water Resources Control Board’s Order No. 2012-0006-DWQ.

A. The applicant shall include provisions for all of the following Best Management Practices (“BMPs”) (LQMC Section 8.70.020 (Definitions)):
1) Temporary Soil Stabilization (erosion control).
2) Temporary Sediment Control.
3) Wind Erosion Control.
4) Tracking Control.
5) Non-Storm Water Management.
6) Waste Management and Materials Pollution Control.

B. The BMPs shall remain in effect for the entire duration of project construction until all improvements are completed.
364 CLICK HERE to Return to Agenda
RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:

8. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual attorney’s fees incurred by the City Attorney to review, negotiate and/or modify any documents or instruments required by these conditions, if Developer requests that the City modify or revise any documents or instruments prepared initially by the City to effect these conditions. This obligation shall be paid in the time noted above without deduction or offset, and Developer’s failure to make such payment shall be a material breach of the Conditions of Approval.

9. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual consultants’ fees incurred by the City for engineering and/or surveying consultants to review and/or modify any documents or instruments required by this project. This obligation shall be paid in the time noted above without deduction or offset, and Developer’s failure to make such payment shall be a material breach of the Conditions of Approval.

PROPERTY RIGHTS

10. Prior to issuance of any permit(s), the applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed development.

11. Pursuant to the aforementioned condition, conferred rights shall include approvals from the master developer over easements and other property rights necessary for construction and proper functioning of the proposed development not limited to access rights over proposed and/or existing parking lot that access public streets and open space/drainage facilities of the master development.

12. The applicant shall furnish proof of easements or written permission, as appropriate, from those owners of all abutting properties on which grading, retaining wall construction, or other encroachments will occur.

PARKING LOTS and ACCESS POINTS

13. The design of parking facilities shall conform to LQMC Chapter 9.150 and, in particular, the following:

A. The parking spaces and aisle widths and the double hairpin stripe parking space design shall conform to LQMC Chapter 9.150.

B. Cross slopes should be a maximum of 2% where accessibility is required, including accessibility routes between buildings.
365 CLICK HERE to Return to Agenda
RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:

C. Building access points shall be shown on the Precise Grading Plans so that accessibility issues can be evaluated.

D. Accessibility routes to public streets and adjacent development shall be shown on the Precise Grading Plan.

E. Parking space lengths shall be according to LQMC Chapter 9.150 and be a minimum of 18 feet in length with a 2-foot overhang for all parking spaces or as approved by the City Engineer. One van accessible parking space is required per 6 accessible parking spaces.

F. Drive aisles between parking spaces shall be a minimum of 26 feet, with access drive aisles to Public Streets a minimum of 30 feet or as approved by the City Engineer.

14. The applicant shall design street pavement sections using CalTrans' design procedure for 20-year life pavement, and the site-specific data for soil strength and anticipated traffic loading (including construction traffic). Minimum structural sections shall be as follows:

Parking Lot & Aisles (Low Traffic) 3.0" a.c./4.5" c.a.b.

Parking Lot & Aisles (High Traffic) 4.5” a.c./5.5” c.a.b. or the approved equivalents of alternate materials.

15. The applicant shall submit current mix designs (less than two years old at the time of construction) for base, asphalt concrete, and Portland cement concrete. The submittal shall include test results for all specimens used in the mix design procedure. For mix designs over six months old, the submittal shall include recent (less than six months old at the time of construction) aggregate gradation test results confirming that design gradations can be achieved in current production.

The applicant shall not schedule construction operations until mix designs are approved.

16. Improvements shall include appurtenances such as traffic control signs, markings, and other devices, raised medians if required, street name signs, and sidewalks.

17. Improvements shall be designed and constructed in accordance with City adopted standards, supplemental drawings and specifications, or as approved by the City Engineer. Improvement plans for streets, access gates, and parking areas shall be stamped and signed by qualified engineers.

IMPROVEMENT PLANS
366 CLICK HERE to Return to Agenda
RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:

18. As used throughout these Conditions of Approval, professional titles such as “engineer,” “surveyor,” and “architect” refer to persons currently certified or licensed to practice their respective professions in the State of California.

19. Improvement plans shall be prepared by or under the direct supervision of qualified engineers and/or architects, as appropriate, and shall comply with the provisions of LQMC Section 13.24.040 (Improvement Plans).

20. The following improvement plans shall be prepared and submitted for review and approval by the Public Works Department. A separate set of plans for each line item specified below shall be prepared. The plans shall utilize the minimum scale specified, unless otherwise authorized by the City Engineer in writing. Plans may be prepared at a larger scale if additional detail or plan clarity is desired. Note, the applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors.

A. Final WQMP (Plan submitted in Report Form)
B. On-Site Commercial Precise Grading 1" = 20' Horizontal C. Hydrology Report
NOTE: A through C to be submitted concurrently.
(Separate Storm Drain Plans if applicable)
Other engineered improvement plans prepared for City approval that are not listed above shall be prepared in formats approved by the City Engineer prior to commencing plan preparation.
“On-Site Commercial Precise Grading” plan is required to be submitted for approval by the Building Official, Planning Manager, and the City Engineer. “On-Site Commercial Precise Grading” plans shall normally include all on-site surface improvements, including but not necessarily limited to finish grades for curbs & gutters, building floor elevations, parking lot improvements, and accessibility requirements.

21. The City maintains standard plans, detail sheets, and/or construction notes for elements of construction which can be accessed via the Public Works Development “Plans, Notes and Design Guidance” section of the City website (www.laquintaca.gov). Please navigate to the Public Works Department home page and look for the Standard Drawings hyperlink.
367 CLICK HERE to Return to Agenda
RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:

22. Upon completion of construction and prior to final acceptance of the improvements by the City, the applicant shall furnish the City with reproducible record drawings of all improvement plans that were approved by the City. Each sheet shall be clearly marked "Record Drawing" and shall be stamped and signed by the engineer or surveyor certifying to the accuracy and completeness of the drawings. The applicant shall have all approved plans previously submitted to the City, revised to reflect the as-built conditions. The applicant shall employ or retain the Engineer of Record during the construction phase of the project so that the EOR can make site visits in support of preparing "Record Drawing". However, if subsequent approved revisions have been approved by the City Engineer and reflect said "Record Drawing" conditions, the Engineer of Record may submit a letter attesting to said fact to the City Engineer instead.

PRECISE GRADING

23. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements).

24. Prior to occupancy of the project site for any construction or other purposes, the applicant shall obtain a grading permit approved by the City Engineer.

To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following:

A. A grading plan prepared by a civil engineer registered in the State of California,
B. A preliminary geotechnical (“soils”) report prepared by a professional registered in the State of California,
C. A Fugitive Dust Control Plan prepared in accordance with LQMC Chapter

6.16 (Fugitive Dust Control), and
D. A WQMP prepared by an authorized professional registered in the State of California, and
All grading shall conform with the recommendations contained in the Soils Report and shall be certified as being adequate by a soils engineer or an engineering geologist registered in the State of California.

The applicant shall furnish security, in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions. Additionally, the applicant shall replenish said security if expended by the City of La Quinta to comply with the Plan as required by the City Engineer. 368 CLICK HERE to Return to Agenda
RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:

25. The applicant shall maintain all open graded, undeveloped land in order to prevent wind and/or water erosion of such land. All open, graded, undeveloped land shall either be planted with interim landscaping or stabilized with such other erosion control measures as were approved in the Fugitive Dust Control Plan.

26. Building pad elevations on the precise grading plan submitted for City Engineer’s approval shall conform with the pad elevation shown on the Site Development Permit Preliminary Grading Plans, unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval. Pad elevation will need to be shown on the final precise grading plan.

27. Prior to any site grading or regrading that will raise or lower any portion of the site by more than plus or minus five tenths of a foot (0.5’) from the elevations shown on the Site Development Permit Preliminary Grading Plans, the applicant shall submit the proposed grading changes to the City Staff for a substantial conformance finding review.

28. Prior to the issuance of a building permit for any building lot, the applicant shall provide a lot pad certification stamped and signed by a qualified engineer or surveyor with applicable compaction tests and over excavation documentation.

Each pad certification shall list the pad elevation as shown on the approved grading plan, the actual pad elevation, and the difference between the two, if any.

Such pad certification shall also list the relative compaction of the pad soil.

DRAINAGE

29. Stormwater handling shall conform with the approved hydrology and drainage report for One-Eleven La Quinta Shopping Center and/or for SDP2024-0014, or as approved by the City Engineer.

30. Stormwater may not be retained in landscaped parkways or landscaped setback lots. Only incidental stormwater (precipitation that directly falls onto the setback) will be permitted to be retained in the landscape setback areas. The perimeter setback and parkway areas in the street right-of-way shall be shaped with berms and mounds, pursuant to LQMC Section 9.100.040(B)(7), as feasible.

31. The applicant shall comply with applicable provisions for post construction runoff per the City’s NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; and the California Regional Water Quality Control Board – Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-2013-0011.
369 CLICK HERE to Return to Agenda
RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:

A. For post-construction urban runoff from New Development and Redevelopment Projects, the applicant shall implement requirements of the NPDES permit for the design, construction, and perpetual operation and maintenance of BMPs per the approved Water Quality Management Plan (WQMP) for the project as required by the California Regional Water Quality Control Board – Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-2013-0011.

B. The applicant shall implement the WQMP Design Standards per (CRWQCB-CRB) Region Board Order No. R7-2013-0011 utilizing BMPs approved by the City Engineer. A project-specific WQMP shall be provided, which incorporates Site Design and Treatment BMPs utilizing first flush infiltration as a preferred method of NPDES Permit Compliance for Whitewater River receiving water, as applicable.

C. The developer shall execute and record a Stormwater Management/BMP Facilities Agreement that provides for the perpetual maintenance and operation of all post-construction stormwater BMPs.

UTILITIES

32. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities).

33. The applicant shall obtain the approval of the City Engineer for the location of all utility lines within any right-of-way, and all above-ground utility structures, including, but not limited to, traffic signal cabinets, electric vaults, water valves, and telephone stands, to ensure optimum placement for practical and aesthetic purposes.

34. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. Additionally, grease traps and the maintenance thereof shall be located as to not conflict with access aisles/entrances.

CONSTRUCTION

35. The City will conduct final inspections of habitable buildings only when the buildings have parking lot improvements and (if required) sidewalk access to publicly maintained streets. The improvements shall include required traffic control devices, pavement markings, and street name signs, if applicable. 370 CLICK HERE to Return to Agenda
RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:

LANDSCAPE AND IRRIGATION

36. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans).

37. The applicant shall provide landscaping in the required setbacks, retention basins, and common lots. Said landscaping shall be constantly maintained by the center owner, with damaged, dead, or dying plant material immediately replaced with healthy plant material of equivalent size.

38. Landscape and irrigation plans for landscaped lots and setbacks, medians, retention basins, and parks shall be signed and stamped by a licensed landscape architect.

39. All new and modified landscape areas shall have landscaping and permanent irrigation improvements in compliance with the City’s Water Efficient Landscape regulations contained in LQMC Section 8.13 (Water Efficient Landscape).

40. Lighting plans shall be submitted with the final landscaping plans for a recommendation to the Planning Manager for his approval. Exterior lighting shall be consistent with LQMC Section 9.100.150 (Outdoor Lighting).

41. All water features shall be designed to minimize “splash”, and use high efficiency pumps and lighting to the satisfaction of the Planning Manager. They shall be included in the landscape plan water efficiency calculations per Municipal Code Chapter 8.13.

42. All rooftop mechanical equipment shall be completely screened from view. Utility transformers or other ground-mounted mechanical equipment shall be fully screened with a screening wall or landscaping and painted to match the adjacent buildings.

43. The applicant shall submit the final landscape plans for review, processing, and approval to the Design and Development Department, in accordance with the Final Landscape Plan application process. Final Landscape Plans shall be consistent with the Preliminary landscaping plans shown in Site Development Permit 2024- 0014. Planning Manager approval of the final landscape plans is required prior to issuance of the first building permit unless the Planning Manager determines that extenuating circumstances exist that justify an alternative processing schedule.

NOTE: Plans are not approved for construction until signed by the appropriate City official, including the Planning Manager and/or City Engineer. 371 CLICK HERE to Return to Agenda
RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:

44. The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the AASHTO “A Policy on Geometric Design of Highways and Streets, 5th Edition” or the latest, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right-of-way.

MAINTENANCE

45. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance).

46. The applicant shall make provisions for the continuous and perpetual maintenance of all private on-site improvements, perimeter landscaping, access drives, sidewalks, and stormwater BMPs.

FEES AND DEPOSITS

47. The applicant shall comply with the provisions of LQMC Section 13.24.180 (Fees and Deposits). These fees include all deposits and fees required by the City for plan checking and construction inspection. Deposits and fee amounts shall be those in effect when the applicant makes application for plan check and permits.

48. Permits issued under this approval shall be subject to the provisions of the Development Impact Fee and Transportation Uniform Mitigation Fee programs in effect at the time of issuance of building permit(s).

BUILDING DIVISION

49. Plans shall be prepared to the applicable code at the time of submittal for the building permit. Currently, these are the 2022 California Building Codes. As of January 1, 2026, the 2025 California Building Codes will take effect. a. Plans shall show that the proper number of plumbing fixtures are being provided for the proposed occupancy meeting the requirements of Chapter 4 of the 2022 California Plumbing Code (CPC), Table 422.1. Fixture calculations requiring multiple fixtures per each sex require privacy partitions to be provided in accordance with CBC Sections 1210.3.1 and 1210.3.2.
b. Plans shall show requirements for both EV capable spaces and spaces equipped with EV Supply Equipment (EVSE) that create EV Charging Spaces (EVCS) in the number indicated in Table 5.106.5.3.1, including those required to be accessible per CBC 11B-228.3.
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RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:
c. Plans shall include a note that separate permitting is required for Trash Enclosure, Flagpoles, Site Lighting, Menu Boards, and Building Signage.

50. Photovoltaic and Energy Storage System required based on Solar Access Roof Areas (SARA) @ 14 Watts or CFA x A / 1000 of Table 140.10-A, applies to Grocery, Office, Unleased Tenant Space, Retail, Warehouse, Auditorium, Convention Center, Hotel/Motel, Library, Medical, Restaurant, Theater.

FIRE DEPARTMENT

51. Fire Protection Water Supplies/Fire Flow - Prior to building permit issuance, the applicant shall provide documentation showing a water system capable of delivering 1,000 gallons per minute at 20 psi for 2 hours. A minimum of one fire hydrant is required. The fire hydrant shall be located no more than 400 feet from all portions of the exterior of the building as measured along an approved route.

The fire hydrant shall be located within 20 to 100 feet of the fire department connection. The size and number of outlets required for the approved fire hydrant are 4” x 2 ½” x 2 ½”.

52. Prior to building permit issuance, a fire access site plan shall be submitted for review and approval. Fire apparatus access roads shall be provided to within 150 feet of all exterior portions of buildings, unless otherwise approved by the Fire Department. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet.

53. Building Plan Review - Submittal of construction plans to the Fire Department will be required. Final fire and life safety conditions will be addressed when the Fire Department reviews these plans. These conditions will be based on California Fire Code, California Building Code (CBC), and related codes/standards adopted at the time of construction plan submittal.

54. Fire Alarm and Detection System - A water flow monitoring system and/or fire alarm system may be required as determined at the time of building construction plan review.

55. Fire Sprinkler System - All new commercial buildings and structures 3,600 square feet or larger shall be protected by a fire sprinkler system. Reference CFC 903.2 as amended by the City of La Quinta.

56. An automatic fire extinguishing system must be installed over cooking equipment that produces grease-laden vapors. System plans must be submitted to the Fire Department for review and approval prior to installation. 373 CLICK HERE to Return to Agenda
RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:

TRIBAL CULTURAL RESOURCES

57. Workers Environmental Awareness Program: A qualified archaeologist who meets or exceeds the Secretary of Interior’s Professional Qualification Standards for archaeology (NPS, 1983) shall conduct Workers Environmental Awareness Program (WEAP) training on archaeological sensitivity for all construction personnel prior to the commencement of any ground-disturbing activities.

Archaeological sensitivity training shall include a description of the types of cultural material that may be encountered, cultural sensitivity issues, the regulatory environment, and the proper protocol for the treatment of the materials in the event of a find. The WEAP training document shall include materials that convey the information noted above, which shall be maintained in an area accessible to all construction personnel so that it may be reviewed regularly by construction staff.

58. Native American Monitor: Prior to issuance of grading permits, the applicant/owner or contractor shall provide executed contracts or agreements with a Native American monitor associated with local tribes. The purpose of this agreement shall be to formalize protocols and procedures between the Applicant/Owner and the Native American monitor for the protection and treatment of, including but not limited to, Native American human remains, funerary objects, cultural and religious landscapes, ceremonial items, and traditional gathering areas and tribal cultural resources located and/or discovered through a monitoring program in conjunction with the construction of the proposed project. At the discretion of the Native American monitor, artifacts may be made available for 3D scanning/printing, with scanned/printed materials to be curated at a local repository meeting the federal standards of 36CFR79. The Native American Monitor shall attend all applicable pre-construction meetings with the General Contractor and shall be present onsite full time during grubbing, grading, and other ground-altering activities, including the placement of imported fill materials, to identify evidence of potential tribal resources.

59. Potential Discovery of Tribal Cultural Resources: The Native American Monitor can stop ground-disturbing activities if unknown tribal cultural resources or artifacts are found. All work must cease in the vicinity of any archaeological discovery until the Native American Monitor can assess its significance and potential eligibility for the California Register of Historical Resources (CRHR). If buried cultural deposits are encountered, the monitor may request that construction halt nearby and must notify a qualified archaeologist within 24 hours for investigation.

Work will be redirected away from these areas for assessment. Minor finds will be documented and secured for later repatriation; if items cannot be securely stored on-site, they may be stored off-site. If the discovered resources are deemed 374 CLICK HERE to Return to Agenda
RESOLUTION NO. 2025-XXX

CONDITIONS OF APPROVAL - RECOMMENDED
SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3)
CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
PROJECT: HIGHWAY 111/ADAMS STREET DRIVE-THROUGH
ADOPTED:
potentially significant, the involved Tribes will be notified for consultation on their respectful treatment. Avoidance of significant resources is preferred, but if not feasible, a data recovery plan may be required. The Tribes will be consulted on this plan as well.

60. Treatment of Tribal Cultural Resources: The landowner shall relinquish ownership of all tribal cultural resources unearthed during the cultural resource mitigation monitoring conducted during all ground disturbing activities, and from any previous archaeological studies or excavations on the Project site to the affiliated TCA Tribe, as determined through the appropriate process, for respectful and dignified treatment and disposition, including reburial at a protected location on-site, in accordance with the Tribe’s cultural and spiritual traditions. All cultural materials that are associated with burial and/or funerary goods would be repatriated to the Most Likely Descendant as determined by the NAHC per California Public Resources Code Section 5097.98. No tribal cultural resources shall be subject to curation.

61. Unanticipated Discovery of Human Remains: As specified by California Health and Safety Code Section 7050.5, if human remains are found on the Project site during construction or during archaeological work, the person responsible for the excavation, or his or her authorized representative, shall immediately notify the Riverside County Coroner’s Office by telephone. No further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent remains shall occur until the Coroner Medical Examiner has made the necessary findings as to origin and disposition pursuant to Public Resources Code 5097.98. If such a discovery occurs, a temporary construction exclusion zone shall be established surrounding the area of the discovery so that the area would be protected, and consultation and treatment could occur as prescribed by law. If suspected Native American remains are discovered, the remains shall be kept insitu, or in a secure location in close proximity to where they were found, and the analysis of the remains shall only occur on-site in the presence of a Native American Monitor. By law, the Coroner Medical Examiner shall determine within two working days of being notified if the remains are subject to his or her authority.

If the Coroner Medical Examiner identifies the remains to be of Native American ancestry, he or she shall contact the NAHC within 24 hours. The NAHC shall make a determination as to the Most Likely Descendent.
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ATTACHMENT 1
Vicinity Map
376 CLICK HERE to Return to Agenda
ATTACHMENT 2

PROJECT INFORMATION
CASE NUMBER: SPECIFIC PLAN 2024-0005 (SP 1989-014 AMENDMENT NO. 3) CONDITIONAL USE PERMIT 2024-0007
SITE DEVELOPMENT PERMIT 2024-0014
REQUEST: ADOPT A RESOLUTION TO APPROVE A SPECIFIC PLAN

AMENDMENT, CONDITIONAL USE PERMIT, AND SITE
DEVELOPMENT PERMIT FOR AN APPROXIMATE 3,690 SQUARE

FOOT DRIVE-THROUGH BUILDING
LOCATION: APN: 643-080-064
CEQA: THE LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT

HAS DETERMINED THAT THIS PROJECT IS EXEMPT FROM
ENVIRONMENTAL REVIEW PURSUANT TO SECTION 15332
(CLASS 32) OF THE CALIFORNIA ENVIRONMENTAL QUALITY

ACT FOR INFILL DEVELOPMENT SINCE THE PROJECT
CONSISTS OF AN APPROXIMATE 3,690 SQUARE-FOOT

BUILDING AND MEETS THE CRITERIA FOR INFILL
DEVELOPMENT.

GENERAL PLAN
DESIGNATION: GENERAL COMMERCIAL
ZONING
DESIGNATION: REGIONAL COMMERCIAL

SURROUNDING

ZONING/
LAND USES: NORTH: REGIONAL COMMERCIAL / RETAIL STORE
SOUTH: REGIONAL COMMERCIAL / SERVICE STATION AND

GAS STATION
EAST: REGIONAL COMMERCIAL / SHOPPING CENTER
WEST: REGIONAL COMMERCIAL / SHOPPING CENTER
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ATTACHMENT 3

FINDINGS
Specific Plan 2024-0005
(SP1989-014 Amendment No. 3)

1. The proposed Specific Plan Amendment is consistent with the General Plan land use designation of General Commercial. The City’s General Plan policies relating to the General Commercial designation encourage a full range of commercial uses, including drive through restaurants, coffee shops, or other drive through uses.

2. Approval of the Specific Plan Amendment will not create conditions materially detrimental to the public health, safety, and general welfare, as development already occurs within this Specific Plan area, and further development of the area will be consistent with the urbanized nature where the project is located.

3. The proposed Specific Plan Amendment is compatible with zoning on surrounding properties, which allows and contains commercial retail and restaurant development.

4. The proposed Specific Plan Amendment is suitable and appropriate for the subject property, as the site is flat, already developed with parking areas and drive aisles, and commercial development.

Conditional Use Permit 2024-0007

1. The proposed development is consistent with the General Plan land use designation of General Commercial. The City’s General Plan policies relating to the General Commercial designation encourage a full range of commercial uses, including drive through restaurants, coffee shops, or other drive through uses. The proposed project meets the Goals and Policies of the General Plan as follows:
a. Goals LU-6 and ED-1 as it will contribute to a balanced and varied economic base, which provides fiscal stability to the City, and a broad range of goods and services to its residents and the region.
b. The project's conceptual landscape design is consistent with Goal WR-1 and Policy UTL-1.2, as it will result in the efficient use and conservation of the City’s water resources.

2. The proposed development, as conditioned, is consistent with the intent of the Regional Commercial District as well as the development standards of the City’s Zoning Code. The project satisfies the District’s intent to provide for automobileoriented sales and services for the regionally oriented commercial area along Highway 111. The project is consistent with the non-residential development standards.
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3. The La Quinta Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act for Infill Development since the project consists of an approximate 3,690 square foot building and meets the criteria for infill development since it is less than five acres and is located in an urbanized and builtout area. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The site can be adequately served by all required utilities and public services [Exhibit B].

4. Approval of the application will not create conditions materially detrimental to the public health, safety, and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. The project consists of a local-serving drive through use.

Site Development Permit 2024-0014

1. The proposed development is consistent with the General Plan land use designation of General Commercial. The City’s General Plan policies relating to the General Commercial designation encourage a full range of commercial uses, including drive through restaurants, coffee shops, or other drive through uses. The proposed project meets the Goals and Policies of the General Plan as follows:
a. Goals LU-6 and ED-1 as it will contribute to a balanced and varied economic base, which provides fiscal stability to the City, and a broad range of goods and services to its residents and the region.
b. The project's conceptual landscape design is consistent with Goal WR-1 and Policy UTL-1.2, as it will result in the efficient use and conservation of the City’s water resources.

2. The proposed development, as conditioned, is consistent with the development standards of the City’s Zoning Code in terms of site plan and landscaping. The Site Development Permit is compliant with the Zoning Code’s development standards, including standards for setbacks, heights, and parking.

3. The La Quinta Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act for Infill Development since the project consists of an approximate 3,690 square foot building and meets the criteria for infill development since it is less than five acres and is located in an urbanized and builtout area. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The site can be adequately served by all required utilities and public services
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4. The architecture and layout of the project are compatible with, and not detrimental to, the existing surrounding commercial land uses and are consistent with the development standards in the Municipal Code.

5. The site design of the project is compatible with the surrounding development and with the quality of design prevalent in the city. The proposed building is compatible with the surrounding development within the shopping center.

6. The proposed project implements the standards for landscaping and aesthetics established in the General Plan and Zoning Code. The landscape palette is consistent with the City’s drought-tolerant landscaping requirements. 380 CLICK HERE to Return to Agenda
44530 SAN PABLO AVE SUITE 200 PALM DESERT CA 92260 T • 760 779 5393 F • 760 779 5395

STATEMENT OF OPERATIONS
TO: City of La Quinta
CC:

FROM: Prest Vuksic Greenwood Architects
DATE: December 12, 2024
RE: Statement of Operations
PROJECT: 111 La Quinta Drive-Thru Pad
111 La Quinta Drive-Thru Pad Statement of Operations:

Description of Proposed Use:

The drive-thru facility will serve as a convenient service point for customers to purchase a variety of products, including but not limited to coffee, specialty beverages, quickservice meals, baked goods, fast food items, and retail convenience products. The primary objective is to offer high-quality, fast, and efficient service to meet customer needs across a wide range of offerings.

Hours of Operation:

The drive-thru will operate from 6:00 AM to 10:00 PM, with flexibility to adjust hours based on customer demand and peak traffic periods. Early morning and evening service will cater to commuters and late-night patrons, respectively.

Number of Employees:

The operation will employ 8–14 staff members per shift, depending on the time of day and expected customer volume. Roles include order takers, cashiers, food preparers, and shift supervisors.

List of Local/State/Federal Licenses/Permits Required:

1. Local business license

2. Food service establishment permit

3. Health department certification

4. Fire safety inspection approval

5. Building/zoning permits (specific to drive-thru operations)

6. Environmental compliance certifications (if applicable) ATTACHMENT 4 381 CLICK HERE to Return to Agenda
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44530 SAN PABLO AVE SUITE 200 PALM DESERT CA 92260 T • 760 779 5393 F • 760 779 5395 Types of Equipment and Processes Used:

1. Equipment:
o Point-of-sale (POS) system for order processing
o Drive-thru communication headsets and speaker systems o Food preparation equipment (grills, fryers, ovens, blenders) o Beverage machines (coffee makers, espresso machines, soda dispensers) o Refrigeration and storage units for perishable items

2. Processes:
o Streamlined workflows for order-taking, preparation, and delivery o Integration of mobile ordering and contactless payment options o Regular cleaning and maintenance schedules for equipment and facilities
List of Any Hazardous Materials Used/Stored/Produced:
• Small quantities of cleaning supplies (e.g., degreasers, disinfectants) will be stored and used following safety guidelines.
• No hazardous waste or materials will be produced during normal operations. 382 CLICK HERE to Return to Agenda

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FINANCING AUTHORITY MINUTES Page 1 of 2 JUNE 17, 2025

SPECIAL MEETING

FINANCING AUTHORITY

SPECIAL MEETING

MINUTES
TUESDAY, JUNE 17, 2025

CALL TO ORDER
A special meeting of the La Quinta Financing Authority was called to order at 8:55 p.m. by Chairperson Evans.

PRESENT: Authority Members Fitzpatrick, Peña, McGarrey, Sanchez, Chair Evans ABSENT: None

PLEDGE OF ALLEGIANCE
CONFIRMATION OF AGENDA – Confirmed
PUBLIC COMMENT – None

BUSINESS SESSION

1. ADOPT RESOLUTION OF THE LA QUINTA FINANCING AUTHORITY TO APPROVE THE FISCAL YEAR 2025/26 BUDGET [RESOLUTION NO. FA 2025-001] The Authority waived presentation of the staff report, which is on file in the Clerk’s Office.

Mayor Evans noted the Authority’s fiscal year 2025/26 budget is $1,000 dollars to cover the fee for the annual filing of a State Controller’s Report.

MOTION – A motion was made and seconded by Authority Members Sanchez/Fitzpatrick to adopt Resolution No. FA 2025-001 of the La Quinta Financing Authority approving the fiscal year 2025/26 La Quinta Financing Authority budget as presented:

A RESOLUTION OF THE FINANCING AUTHORITY OF THE CITY OF LA QUINTA, CALIFORNIA, APPROVING FISCAL YEAR 2025/26 BUDGET Motion passed unanimously.

FINANCING AUTHORITY MEMBERS' ITEMS – None

ADJOURNMENT
There being no further business, it was moved and seconded by Authority Members McGarrey/Sanchez to adjourn at 8:56 p.m. Motion passed unanimously.

REPORTS AND INFORMATIONAL ITEM NO. 33
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FINANCING AUTHORITY MINUTES Page 2 of 2 JUNE 17, 2025

SPECIAL MEETING
Respectfully submitted,
MONIKA RADEVA, Authority Secretary
La Quinta Financing Authority
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