Agenda packet — West Sacramento City Council, February 21, 2024 (part 3 of 3)

Contractor shall provide submittals (shop drawings) for all materials to be installed or used on the project
370
Technical Specifications
Washington & Broderick Lighting and Safety Project Page | 7-3 SECTION 1

PROGRESS SCHEDULE

1.01. CONTRACT REQUIREMENTS
The Contractor shall provide a schedule describing in sufficient detail the activities of the contractor or any subcontractors working at the project site within ten (10) days after execution of the Contract. The schedule shall incorporate the number of working days, critical path, project approval turn-around times, along with City and public notification requirements. The Contractor shall submit 3-week look ahead schedules for each weekly construction meeting that work is in progress and monthly schedule updates with progress estimates. If the project goes five (5) working days out of schedule, an updated schedule must be re-submitted to the Engineer for approval. No progress payments will be made until a satisfactory schedule has been submitted and approved by the Engineer. If the Work falls behind the accepted schedule, the Contractor shall promptly take whatever actions are necessary to put project back on schedule. For delays or portions of delays for which the Contractor is responsible, no payment will be made or time extension allowed for increase in work force, equipment, and working hours needed to put the project on schedule.

Submittals: The Contractor shall provide a work schedule to the Engineer a minimum of five (5) days prior to the start of work Microsoft Project Format.

1.02. MEASUREMENT AND PAYMENT
Payment shall conform to Section 1 of these specifications and Section 9 of the State Standard Specifications.

The progress schedule (critical path method) bid item will be made progressively as follows:

1. A total of 25 percent of the item amount will be paid upon achieving all of the following:

1.1 Completion of 5 percent of all contract item work.

1.2. Acceptance of all schedules and approval of all time impact analysis (TIAs) required to the time when 5 percent of all contract item work is complete.

2. A total of 50 percent of the item amount will be paid upon completion of 25 percent of all contract item work and acceptance of all schedules and approval of all TIAs required to the time when 25 percent of all contract item work is complete.

3. A total of 75 percent of the item amount will be paid upon completion of 50 percent of all contract item work and acceptance of all schedules and approval of all TIAs required to the time when 50 percent of all contract item work is complete:
371
Technical Specifications
Washington & Broderick Lighting and Safety Project Page | 7-4 SECTION 2

MOBILIZATION

2.01. CONTRACT REQUIREMENTS
Item must include furnishing all labor, materials, tools, equipment, incidentals and for performing all work involved as shown on the Plans, as specified in these Special Provisions.

Includes administrative portions of the work associated with mobilizing, such as staking, safety plan, public notifications, bonds, insurance, all required permits, establishment and maintenance of a contractor’s staging area and move in of related equipment, tools, supplies and personnel, and establishing an onsite project office (including related utility services).

Includes work associated with de-mobilizing the above, including cleanup and restoration of staging area and removal of all contractor’s equipment, materials and supplies from the project site.

2.02. MEAUREMENT AND PAYMENT
Payment shall conform to Section 2 of these specification, Section 9 of the State Standard Specifications, and Public Contract Code sections 10104 and 10264.

1. When 5 percent of the original contract amount is earned, 50 percent of the amount bid for mobilization, or 5 percent of the original contract amount, whichever is lesser, may be paid.

2. When 10 percent of the original contract amount is earned, 75 percent of the amount bid for mobilization or 7.5 percent of the original contract amount, whichever is lesser, may be paid.

3. When 20 percent of the original contract amount is earned, 95 percent of the amount bid for mobilization, or 9.5 percent of the original contract amount, whichever is lesser, may be paid.

4. When 50 percent of the original contract amount is earned, 100 percent of the amount bid for mobilization, or 10 percent of the original contract amount, whichever is lesser, may be paid.

5. Upon completion of all work on the project, payment of any amount bid for mobilization in excess of 10 percent of the original contract amount will be paid. 372
Technical Specifications
Washington & Broderick Lighting and Safety Project Page | 7-5 SECTION 3

TRAFFIC CONTROL SYSTEM

3.01. CONTRACT REQUIREMENTS
Item must include furnishing all labor, submittals, materials, tools, equipment, permits, including designing, providing, erecting and maintaining traffic control throughout the course of the work to meet public safety and convenience requirements, including preparation of traffic control plans for stages of construction and individual construction activities, changeable message signs (CMS) minimum of two for the duration of the project. Includes but is not limited to providing any necessary flagging for traffic control for work performed by the Contractor.

Includes maintaining access to all adjacent properties during construction or providing approved alternate access or arrangements.

All work shall conform to Section 5.12 General Provisions and Supplemental Conditions of these specifications.

Submittals: Notification to residents and businesses shall be submitted to the Engineer five (5) business days prior to the start of the notification period.

Notification to residents and businesses of extension of delay shall be submitted to the Engineer five (5) business days prior to the start of the notification period.

A TCP complete with diagrams and narrative shall be submitted by the Contractor and approved by the Engineer prior to the commencement of work.

3.02 MEASUREMENT AND PAYMENT
Payment will be pro-rated across the progress payments based on the contract time including installation and removal of all temporary striping and delineation during all paving operations.

Payment includes full compensation for furnishing all labor, tools, equipment, materials, and incidentals for performing all work in designing, providing, erecting, and maintaining traffic control device and systems as specified in these specifications, the California MUTCD 2014 Revision 6 and Section 9 of the State Standard Specifications. 373
Technical Specifications
Washington & Broderick Lighting and Safety Project Page | 7-6 SECTION 4

STREET LIGHTING

4.01 CONTRACT REQUIREMENTS
City will furnish material. All work in City right of way shall conform to Section 18 of the City Standard Specifications, unless otherwise shown on the plans, specified in these specifications, or directed by the City Engineer. All work in Caltrans right of way shall conform to Section 87 of the State Standard Specifications unless otherwise shown on the plans, or specified in these specifications. Pay item includes removing existing streetlight luminaire and installing LED luminaires, and all other ancillary equipment required for a complete and functioning system.

4.02 MEASUREMENT AND PAYMENT
By Each. Pay item includes full compensation for all labor, materials, equipment, and incidentals for removing and disposing of the existing street light luminaire and installing street light LED luminaire.
374
Technical Specifications
Washington & Broderick Lighting and Safety Project Page | 7-7 SECTION 5

TRAFFIC SIGNAL MODIFICATIONS

5.01 CONTRACT REQUIREMENTS
City will furnish material. All work in City right of way shall conform to Section 21 of the City Standard Specifications, unless otherwise shown on the plans, specified in these specifications, or directed by the City Engineer. All work in Caltrans right of way shall conform to Section 87 of the State Standard Specifications unless otherwise shown on the plans, or specified in these specifications. Pay item includes removing and modifying existing traffic signal systems, installing video detection system, traffic signal cabinet, backup battery system, and pedestrian push button, and all other ancillary equipment required for a complete and functioning system.

5.02 MEASUREMENT AND PAYMENT
Contractor shall salvage existing signal cabinets and all equipment at the discretion and direction of the Engineer or City Inspector.

By Each. Pay item includes full compensation for all labor, materials, equipment, and incidentals for removing and disposing of the existing traffic signal systems and installing traffic signal equipment and modifications.

Contractor shall arrange to have an authorized manufacturer’s representative present at the time the video detection system is installed and activated.
375
Technical Specifications
Washington & Broderick Lighting and Safety Project Page | 7-8 SECTION 6

CITY FURNISHED EQUIPMENT
The Contractor shall pick-up all City furnished equipment at the City Corporation Yard at:
1951 South River Road,
West Sacramento, CA 95691
The Contractor is responsible to provide machinery and manpower to unload and load all city furnished equipment. Loading, unloading, pick-up, and delivery of these items will be considered included in the price bid for various items and no additional compensation will be allowed therefor.

The Contractor shall schedule the equipment pick-up with the City Inspector. Equipment pickup shall be done in the presence of the City Inspector or his designated representative.

The Contractor shall be responsible for all damages that occur in connection with the care and protection of all materials and equipment until the completion and final acceptance of the work by the City.

The Contractor’s responsibility for City supplied equipment shall be in accordance with Section 6-1.02, “State-Furnished Materials,” of the State Standard Specifications.

The City of West Sacramento shall provide the following equipment:

1. Twelve (12) post top LED luminaires:

LED Model number is PRE-2-M-T5-32LC-5-4K-UNV-PT-GY

2. Thirteen (13) post top LED luminaires:

LED luminaire model number is TX03-48-G2-B-A-1-J-3-E-N-A-5-N-NNN-SP1

3. Twenty (20) LED cobra luminaires:

Pole top LED luminaire model number is GCJ1-30J-MV-40K-2R-GY-045-FOCPCR7-WL-RWG

4. Fifteen (15) LED cobra head luminaires:

Pole top LED luminaire model number is GCM1-60J-MV-40K-3F-GY-115-FOCPCR7-WL-RWG

5. Eight (8) LED cobra head luminaires:

Pole top LED luminaire model number is GCJ2-30J-MV-40K-2R-GY-070-FOCPCR7-WL-RWG

6. Forty-four (44) LED cobra head luminaires:

Pole top LED luminaire model number is DMS50-80W48LED4K-G3-LE3F-UNVDMG-HS-BKTX

7. Eight (8) complete 4 approach systems (32 cameras, 4 processors/monitors/etc) – Iteris Vantage NEXT systems.

8. Three (3) 332L Cabinet fully loaded with CMU 2010E and 206L power supply: NOT including controller or Opticom.

9. Three (3) TESCO T-27-000 BBS w/ ATS & GEN SET.

10. Eight (8) FULL intersection APS System complete with (64) buttons and (8) control units – Polara 2 wire IDS25EN0-X-PPB w/I Detect.

The Contractor shall install City-furnished materials according to City Standards and manufacturer’s recommendation.
376
958 E. Airway Blvd.

Livermore, California 94551
Phone (925) 455-5267
The below is the intended bill of material for the fully loaded 332L Cabinets. Please review for
completion and accuracy and approve this BOM at
time of release.

QTY DESCRIPTION SH BO CUSTOMER
3 332L CABINETS INCLUDING THE FOLLOWING:
(16) 222 detectors
(3) 242DC Isolators
(2) 204 Flashers
(12) 200 Load Switch
(1) 2010ECL CMU
City of West Sacramento PO# Washington & Broderick Ltg Project JAM SO# 70664 332L CABINET 1 of 4 12/29/22 377

CABINETS

CONTROLLERS

PARKING

SIGNALS
SIGNS

DETECTION

SOFTWARE

SPECIALTY
Benets
▪ Rugged and dependable industry standard
cabinet
▪ Power components meet lower power
specifications
▪ Standard assemblies assure interchangeability
between manufacturers
▪ Full size doors (front and back) provide easy
access to the cabinet’s large interior
▪ 3-point latching system with industry standard
locks for maximum security
▪ Available anti-graffiti coating reduces the effects
of vandalism
Product Description
The McCain 332L Controller Cabinet is designed to house 170 or 2070 controllers. This robust cabinet is constructed from marine-grade aluminum and is accessed via front and back doors making it durable and easily maintained. The cabinet comes equipped with industry standard features such as a 19-inch EIA rack, two 14-position input les, and a 12-position output le.

This cabinet o
ers an eight-phase, four-pedestrian operation with two
right turn overlaps. Its 36 detector channel capability can be utilized with two-channel or four-channel detector modules. The 332L also features a PDA #2L Power Distribution Assembly with a solid state relay instead of a mercury contactor and a 206L switching power supply.

The cabinet’s high-e
ciency power supply saves an average of 267 kWh
of electricity per cabinet, per year (based on a 50% load). This green cabinet reduces energy consumption thereby saving money and minimizing your carbon footprint.

Overview
McCain’s 332L Controller Cabinet, an enhanced version of the 332 industry standard cabinet is eco friendly, energy e cient, and meets
the industry standard 170/2070 style cabinet specications designed for controlling intersections. In full compliance with the 2009 Caltrans Transportation Electrical Equipment Specications (TEES), the quality materials used and its rugged construction make it an excellent tra
c controller cabinet when an environmentally friendly, dependable, and low-maintenance installation is required to control tra
c signals. The 332L’s green design reduces energy consumption through the use of a power-saving, high-e ciency power supply and
eliminates the use of the harmful toxin mercury.
332 CONTROLLER CABINET
332L
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR 332L CABINET SUBMITTALS 2 of 4 12/29/22 City of West Sacramento PO# Washington & Broderick Ltg Project JAM SO# 70664 332L CABINET 2 of 4 12/29/22 378
©2020 McCain, Inc. Updated 07/09/2020
2365 OAK RIDGE WAY | VISTA, CA 92081 | USA | WWW.MCCAIN-INC.COM Options
▪ 3/4” x 16” anchor bolts for mounting (4)
▪ Fluorescent light(s)
▪ Underwriters Laboratories Listing (cabinet housing)
▪ 8-phase, 4-pedestrian operation (2 right turn overlaps available) ▪ 36 detector channel capability (3 per left turn, 6 per through movement)
▪ 2-channel or 4-channel industry standard detection modules ▪ Railroad (2) and emergency vehicle (4) preemption inputs ▪ Solid state relay (SSR) (Mercury Contactor replacement) ▪ SSR Fault Indicator Light
▪ Relay safety feature interrupts 24 VDC control to the load switches if the SSR fails during a flash condition
▪ Programmable “Yellow/Red” or “All Red” flashes through the use of flash plugs
▪ DC isolation inputs for pedestrian push buttons and special functions ▪ 210 Signal Monitor slot
▪ Main power circuit breaker (30A) on service panel
▪ Transient voltage & surge suppression filter
▪ Drawer / shelf combination
332L Controller Cabinet Standard Features
Assemblies & Components
▪ 14-position input files (2)
▪ 12-position output file
▪ Model PDA-2L Power Distribution Assembly
▪ Model 206L power-saving, high-efficiency power supply ▪ Flash transfer relay sockets (4)
▪ Dual-circuit flasher sockets (2)
▪ Input panel
▪ Service panel
▪ Police panel with signal “On/Off” and “Auto/Flash” switches Dimensions:

Material:

Finishes:

Doors:

Latching System:

Handles:

Door Stops:

Rack Assembly:

Ventilation:

Mounting:

Shipping Weight:
67” H x 24” W x 30” D (rounded to the nearest inch)
5052-H32 aluminum, 0.125” thick
Natural, powder coat (standard, anti-graffiti,
and custom colors), anodized
Front door (1), back door (1), both full size
3-point, choice of Corbin or Best locks
3/4” round, stainless steel, with padlock feature
90° (±10°), each door, top
90° and 180° (±10°), each door, bottom
Removable 19” EIA rack
Thermostatically controlled 100 CFM fan,
louvered air intake in door, pleated filter
Base mounted
258 lbs without plug-ins or controller
General Specications
Dimensions rounded to the nearest 0.1”
Bottom
Side
Front
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR 332L CABINET SUBMITTALS 3 of 4 12/29/22 City of West Sacramento PO# Washington & Broderick Ltg Project JAM SO# 70664 332L CABINET 3 of 4 12/29/22 379
City of West Sacramento
PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR 332L CABINET SUBMITTALS 4 of 4 12/29/22 City of West Sacramento
PO# Washington & Broderick Ltg Project JAM SO# 70664 332L CABINET 4 of 4 12/29/22 380

14.0 5.1 2.6

6.0 iDS: "iNS" iNavigator 2-Wire Push Button Station
with iDetect Option & PedApp®
The "iNS" iNavigator 2-Wire Push Button Station (iNS2 PBS) is the pedestrian interface to the iNavigator Accessible Pedestrian System. A system consists of a Control Unit (PN iCCU-S2, iCCU-C2, iCCU-S, or iCCU-C) and iNS Push Button Stations. The iNS PBS is MUTCD compliant and provides valuable information and cues via both a vibrating arrow button and audible sounds, making the intersection accessible for all pedestrians.

All sounds emanate from the front and back of the unit. A sunlight-visible red LED latches “ON” along with a tactile feedback “bounce” to confirm the button has been pushed. The vandal-resistant design of the iNS PBS includes the body, which houses the ADA compliant push button (shown), a faceplate (5X7 sign shown), and mounting hardware.
www.polara.com
See iNS2 Cut Sheet for detailed list of features
Doc. iDS2-CutSheet_iDetect_10/7/2020
iDS = iDetect Touchless Actuation Option
• Detects movement typically within 1-4 inches
• Inconspicuous Radar Detection - Vandal Resistant
PedApp® - Smartphone App - Wireless Bluetooth® 5
• For Visually impaired & All Pedestrians, allows button actuation from phone via Bluetooth wireless technology
• Can provide intersection crossing information - location, directionality • Provides same information as visual indication (Don't Walk, Walk, Ped Clearance, and audible countdown if programmed)
• Agency can control Ped App usage at intersections
• Works with "Text to speech" in Smartphones
• Recommend agencies to use/implement at pedestrian
requested APS sites
9X12 Sign shown
Dimensions are in inches
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR APS SUBMITTALS 1 of 10 12/29/22 381
iDS2 5 E N 0 - G
Size of Front Plate Adapter
5 - 5" x 7"
9 - 9" x 12"
3 - 9" x 15"
Faceplate (Sign)
MUTCD Compliant
V - 9x12 R10-3
U - 9X12 R10-3b
T - 9x15 R10-3e
Non-MUTCD Compliant
A - 5x7- International
B - 5x7- International
C - 9X12- Countdown
D - 5X7 or 9x12- International
E - 5X7 Touchless
O - No Faceplate
R - 9X12 or 9X15 Touchless
Braille
N - No braille on faceplate
B - Braille on faceplate
Audio Message Option
0 - Standard messages
1 - Custom Messages
Button Cover Color
Back plate is always black.

B - Black
G - Green
Y - Yellow
Additional Options
NA - No Arrow
BD - Bi-Directional Arrow
Other Options
WPC - With pole cap
ES - External Speaker option
Navigator Family
iNS2 - iNavigator S 2-Wire Push Button without iDetect
iDS2 - with iDetect Option
Notes:

1. Lab tested to applicable sections of referenced standards

2. All specifications are subject to change without notice

3. All specifications are typical unless otherwise specified Operating Specifications
Parameter Rating
Operating Temp. Range -34°C to +74°C (-30°F to +165°F)
Storage Temp. Range -45°C to +85°C (-50°F to +185°F)
Operating Force 3.0 lbs max, option of 3 adjustable programmed forces Switch Operating Life Greater than 20 million operations Max. Volume 100 dB @ 1 meter
Design Compliance
Functionality Test Type Compliance
Temperature and Humidity MUTCD 2009-4E
Transient Voltage Protection NEMA TS2
Transient Suppression NEMA TS2
Mechanical Shock and Vibration NEMA TS2
iNS3 PBS Enclosure NEMA 250 Type 4X
Electrical Reliability NEMA TS2
Doc. iDS2-CutSheet_iDetect_8/26/2020 www.polara.com
For iDetect See below
For iDetect see below
IDetect Radar Operating Specifications
Operating to MFG Specs: -20°C to + 60°C (-4°F to + 140°F) Operating -40°C to + 80°C (-40°F to + 176°F)
Storage -40°C to + 80°C (-40°F to + 176°F)
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR APS SUBMITTALS 2 of 10 12/29/22 382
800-OPTIONS Rev. F-25720 03/22/22 Page 1 of 2
OPTION V- MUTCD R10-3 SIGN - HI RETROREFLECTIVE (9” x 12”) OPTION A - NON-MUTCD Compliant Low-Cost Alternative
800H-86
Option V - MUTCD R10-3 SIGN
9”x12” Right/Left Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
Also Available:
800-86
Option A
9”x12” Right/Left Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800-87
Option A
5” x 7 3/4” Right/Left Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800H-89
Option V - MUTCD R10-3 SIGN
9”x12” Bi-Directional Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
Also Available:
800-88
Option A
5” x 7 3/4” Bi-Directional Arrow
Powder Coated Aluminum
Not MUTCD Compliant
OPTION U- MUTCD R10-3b SIGN - HI RETROREFLECTIVE (9” x 12”) OPTION B - INFORMATIONAL SIGN - NON-MUTCD Compliant Low-Cost Alternative 800H-69
Option U - MUTCD R10-3b SIGN
9”x12” Right/Left Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
Also Available:
800-59
Option B

INFORMATIONAL SIGN
5” x 7 3/4” Right/Left Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800H-72
Option U - MUTCD R10-3b SIGN
9”x12” Bi-Directional Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
Also Available:
800-72
Option B

INFORMATIONAL SIGN
9”x12” Bi-Directional Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800-63
Option B

INFORMATIONAL SIGN
5” x 7 3/4” Bi-Directional Arrow
Powder Coated Aluminum
Not MUTCD Compliant
OPTION T- MUTCD R10-3e SIGN - HI RETROREFLECTIVE (9” x 15”)

OPTION N- CUSTOM FOR NEVADA DOT
OPTION P- iDETECT COUNT DOWN SIGN- WAVE
OPTION C - COUNTDOWN SIGN - NON-MUTCD Compliant Low-Cost Alternative 800H-84
Option T - MUTCD R10-3e SIGN
9”x15” Right/Left Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
Also Available:
800-85
Option C - COUNTDOWN SIGN
9”x12” Right/Left Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800H-99
Option T - MUTCD R10-3e SIGN
9”x15” Bi-Directional Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
Also Available:
800-90
Option C - COUNTDOWN SIGN
9”x12” Bi-Directional Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800G-85
Option N - Custom for Nevada DOT
9” x 12” Right/Left Arrow
Hi-Intensity Retroreflective
Anti-Graffiti Coating
Cannot be used with BRAILLE
800G-90
Option N - Custom for Nevada DOT
9” x 12” Bi-Directional Arrow
Hi-Intensity Retroreflective
Anti-Graffiti Coating
Cannot be used with BRAILLE

OPTION D - INTERNATIONAL SIGN
800-67
Option D

INTERNATIONAL SIGN
9”x12” Right/Left Arrow
Not MUTCD Compliant
800-58
Option D

INTERNATIONAL SIGN
5” x 7 3/4” Right/Left Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800D-107
Option M - MUTCD R10-3e SIGN
9”x15” Right/Left Arrow
Diamond-Grade Retroreflective
Clear Protective Cover
Fully complies with MUTCD
800D-108
Option M - MUTCD R10-3e SIGN
9”x15” Bi-Directional Arrow
Diamond-Grade Retroreflective
Clear Protective Cover
Fully complies with MUTCD

OPTION M

OPTION O - (LETTER O) DENOTES NO SIGN INSTALLED ON UNIT 800-70
Option D

INTERNATIONAL SIGN
9”x12” Bi-Directional Arrow
Not MUTCD Compliant
800-61
Option D

INTERNATIONAL SIGN
5” x 7 3/4” Bi-Directional Arrow
Powder Coated Aluminum
Not MUTCD Compliant
Custom Signs for Minnesota DOT
*Right/Left Arrow Signs are double sided. Bi-Directional Arrow Signs are single sided.

Option B

INFORMATIONAL SIGN
5” x 7 3/4” NO-Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800-98
800H-110
Option T - MUTCD R10-3e SIGN
9”x15” NO-Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
800D-114
Option M - MUTCD R10-3e SIGN
5” x 7 3/4” Bi-Directional Arrow
Diamond-Grade Retroreflective
Clear Protective Cover
800D-111
Option M - MUTCD R10-3e SIGN
5” x 7 3/4” Right/Left Arrow
Diamond-Grade Retroreflective
Clear Protective Cover
800D-112
Option M - MUTCD R10-3e SIGN
5” x 7 3/4” NO-Arrow
Diamond-Grade Retroreflective
Clear Protective Cover

PUSH OR WAVE AT

BUTTON TO CROSS
800H-135
Option P- iDETECT COUNTDOWN_WAVE
9”x15” Right/Left Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
Also Available:
800-104
Option C - COUNTDOWN SIGN
9”x12” NO-Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800-97
Option A
5” x 7 3/4” NO-Arrow
Powder Coated Aluminum
Not MUTCD Compliant
Option B

INFORMATIONAL SIGN
9”x12” NO-Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800-100
800G-87
Option A
5” x 7 3/4” Right/Left Arrow
Powder Coated Aluminum
Anti-Graffiti
800H-113
Option T - MUTCD R10-3e SIGN
9”x18” NO-Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
Also Available:

City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR APS SUBMITTALS 3 of 10 12/29/22 383
800-OPTIONS Rev. F-25720 03/22/22 Page 2 of 2
OPTION R- MUTCD R10-3 TOUCHLESS SIGN - HI RETROREFLECTIVE (9” x 12”) OPTION E - TOUCHLESS SIGN - NON-MUTCD Compliant Low-Cost Alternative OPTION S- TOUCHLESS SIGN - HI RETROREFLECTIVE (9” x 12”) OPTION F- MUTCD R10-3a SIGN - HI RETROREFLECTIVE (9” x 15”) Option R- MUTCD R10-3 SIGN
9”x12” Right/Left Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
800H-120
Also Available:
800-117
Option E
TouchLess Sign
5” x 7 3/4” Right/Left Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800-118
Option E
TouchLess Sign
5” x 7 3/4” NO-Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800H-121
Option R- MUTCD R10-3 SIGN
9”x12” NO-Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
800H-124
Option R- MUTCD R10-3 SIGN
9”x15” Right/Left Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
800H-125
Option R- MUTCD R10-3 SIGN
9”x15” NO-Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
800H-132
Option R- MUTCD R10-3 SIGN
9”x18” Right/Left Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
Option R- MUTCD R10-3 SIGN
9”x18” NO-Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
800H-134
800H-122
Option R- MUTCD R10-3 SIGN
9”x12” Bi-Directional Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
Also Available:
800-119
Option E
TouchLess Sign
5” x 7 3/4” Bi-Directional Arrow
Powder Coated Aluminum
Not MUTCD Compliant
800H-126
Option R- MUTCD R10-3 SIGN
9”x15” Bi-Directional Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
800H-127 800H-123
Option S
9”x12” Right/Left Arrow
Hi-Intensity Retroreflective
Option F- MUTCD R10-3a SIGN
9”x15” Right/Left Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
800H-133
Option S
9”x12” Bi-Directional Arrow
Hi-Intensity Retroreflective
OPTION K- MUTCD R10-3e COUNT DOWN CA SIGN - HI RETROREFLECTIVE (9” x 15”)

OPTION J - ACCESSIBLE MSG SIGN

OPTION Q - NYC SIGN, PUSH BUTTON AUDIBLE SIGNAL
800H-130
Option K- MUTCD R10-3e

COUNTDOWN CA SIGN
9”x15” Right/Left Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
Also Available:
800-115
Option J
5” x 7 3/4” ACCESSIBLE MSG SIGN
Powder Coated Aluminum
Not MUTCD Compliant
800G-115
Option J
5” x 7 3/4” ACCESSIBLE MSG SIGN
Powder Coated Aluminum
Anti-Graffiti Coating
OPTION G- MUTCD R10-25 MODEL X FDOT- HI RETROREFLECTIVE (9” x 18”) OPTION H- MUTCD R10-25 MODEL iDX FDOT TOUCHLESS- HI RETROREFLECTIVE OPTION W- MUTCD R10-25 MODEL X- HI RETROREFLECTIVE (9” x 12”) 800H-128
Option G- Custom for Florida DOT
9”x18” NO-Arrow
Hi-Intensity Retroreflective
800H-109
Option W- MUTCD R10-25 SIGN
9”x12” NO-Arrow
Hi-Intensity Retroreflective
Fully complies with MUTCD
*Right/Left Arrow Signs are double sided. Bi-Directional Arrow Signs are single sided. 800H-129
Option H- Custom for Florida DOT

TOUCHLESS SIGN
9”x18” NO-Arrow
Hi-Intensity Retroreflective
800H-101
Option W- MUTCD R10-25 SIGN
5” x 7 3/4” Right/Left Arrow
Hi-Intensity Retroreflective
Also Available:
800-137
Option Q
5” x 7 3/4” NYC SIGN

PUSH BUTTON AUDIBLE SIGNAL
Powder Coated Aluminum
Not MUTCD Compliant
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR APS SUBMITTALS 4 of 10 12/29/22 384

2.3 4.5

1.2 7.0
iCCU-C2: iNtelligent Central Control Unit Rack Mount Card Ped Walk/ Don’t Walk Inputs:
0-24 VDC (active low)
Ped Call Outputs:

Optically isolated 36 Volts AC/DC peak
300 mA Solid State Fused Contact Closure
Environmental:

Operating: -34 C (-30 F) to +74 C (+165 F) - LCD temperature range is limited to -20 C to +70 C Storage: -45 C (-50 F) to +85 C (+185 F)
Warranty: 3 year limited
Notes:

1. The iCCU-C2 is compatible with Cal-Trans TEES and 300 series cabinets with a standard C4 connection to the output file.

2. Preempton messaging through the APS system is not available on this unit.

The iCCU-C2 is designed for use in Cal-Trans or 300 Series cabinets and is the intelligent control unit for Polara’s iN2/iNS2 accessible push button stations (PBS). The system is provided with a special cable adapter which detects the low voltage pedestrian load switch control signals present on the C4 connector. The special cable adapter (PN 850-382) connects between C4S and C4P and routes to the iCCU-C2 front panel. The iCCU-C2 installs in the input file in place of the typical pair of Type 242 isolators used for pedestrian detection. A separate interconnect board (PN iN2-ICB-C, sold separately) facilitates connection of up to 16 PBSs. Each PBS requires only two wires. All PBSs connect in parallel and do not have a polarity requirement. A required power supply (PN: iN2-150WPS-C, sold separately) connects to the interconnect boards to power the PBSs.

The iCCU-C2 front panel includes a backlit LCD for displaying system status information.

Front panel buttons are used during setup, placing test calls, and to enable Wi-Fi. All setup functions can be perfored via Ethernet or Wi-Fi using a PC. Setup and configuration is also supported using an iPhone, iPad or Android device via Wi-Fi. In addition, configuration via Bluetooth is supported by pairing with any connected PBS using a PC with an iN-DGL (purchased separately), or iOS/Android mobile device. All of the connection options provide full access to setup and configuration of both the iCCU-C2 and all connected PBSs.

Polara provides free apps for Windows PCs (Windows 7+), iOS (9.0+) devices, and Android (5.0+) devices.

Multiple configurations are supported, with the ability to change operational features based on time of day. The system has downloadable internal conflict monitoring and health log data capture that contains extensive status/fault reporting. Remote Monitoring can be done over Ethernet.
www.polara.com
Dimensions are in inches.

Doc. iCCU-C2-CutSheet Rev. A-25224 02/05/2020
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR APS SUBMITTALS 5 of 10 12/29/22 385
This Interconnect Board and Power Supply (purchased separately, PN iN2-150WPS-C) is required for landing of intersection/field button wires when an iCCU-C/iCCU-C2 Control Unit is used. Allows for connection of up to 16 iN2/iNS2 push button stations. The Power Supply connects to the Interconnect Board and provides the necessary additional power to operate the push button stations.

The part number for ordering the interconnect board is iN2-ICB-C.

The part number for ordering the power supply is iN2-150WPS-C. iN2-ICB-C: Interconnect Board for iCCU-C & iCCU-C2
www.polara.com
Dimensions are in inches.

Doc. iN2-ICB-C-CutSheet Rev. B-25340 06/02/2020 Page 1 of 1 City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR APS SUBMITTALS 6 of 10 12/29/22 386
www.polara.com
Dimensions are in inches.

Doc. IN2-ICB-C-CutSheet Rev. A 03/17/17

ENTERPRISES
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR APS SUBMITTALS 7 of 10 12/29/22 387
iN2-C4-CABLE-C: This cable is used to interface the iCCU-C2 to a 300 series traffic cabinet. The C4 cable connects between the existing C4 socket and C4 plug in the cabinet and routes the low voltage load switch outputs to the front of the iCCU-C2.
www.polara.com
Dimensions are in inches.

Doc. iN2-C4-CABLE-C-CutSheet Rev. A 03/17/17

ENTERPRISES
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR APS SUBMITTALS 8 of 10 12/29/22 388
www.polara.com
Dimensions are in inches.

Doc. iN2-C4-CABLE-C-CutSheet Rev. A 03/17/17

ENTERPRISES
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR APS SUBMITTALS 9 of 10 12/29/22 389
• Supply’s enclosure is rated for IP67 or greater protection from ingress of water and dust. • Overall dimensions of the enclosure, excluding cabling, does not exceed 9” long x 3” wide x 2” tall.

Electrical Specifications:
• Input/Output Isolation meets or exceeds 2500 VDC
• Nominal power supply rating of 150W
• Input supply range of 90 to 130 VAC
• Input Frequency 50/60Hz +/- 2 Hz
• NEMA operating temperature range of -34 C to +74 C
• Supply output is 24 VDC +/- 2 V over operating temperature range • CE/UL Certified
• Short Circuit/Overcurrent Protection
iN2-150WPS-C: This power supply is used in conjunction with the iN2-ICB-C interconnect board to power 2 Wire iNavigators connected to an iCCU-C2.

Mechanical Specifications:
www.polara.com
Dimensions are in inches.

Doc. iN2-150WPS-C-CutSheet Rev. A 03/17/17

ENTERPRISES
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR APS SUBMITTALS 10 of 10 12/29/22 390
A
PRE-2-M LED Specifications
Ordering Information
Project Name:

Catalog Number:

Type:

Contemporary design meets the new generation of LED green technology in this stunning lumenaire, the PRE-2-M. The PRE-2-M series provides up to fifty percent energy savings over traditional HID light sources; and offers excellent beam control and LED life beyond 100,000 hours for 350 milliamp systems.

The PRE-2-M is offered in six optical distributions.

The PRE-2-M’s fully-sealed housing features an exceptionally well-designed thermal management system that provides superior heat dissipation.

The PRE-2-M fixture is built with a cast aluminum housing, extruded aluminum arms and a spun aluminum, removable top.

The popular PRE-2-M is the perfect compliment to any university campus, business park, or walkway project where contemporary, architectural design is desired.

VISIONAIRE LIGHTING
MODEL
PRE-2-M T1
T2
T3
T4
T5
T5W
T5WR
16LC
32LC
48LC
3 350mA
5 530mA
7 700mA
3K
3000K
4K
4000K
5K
5000K
PT
Post Top
*Slips over 3” OD
tenon X 4.5” tall
as standard
BZ
Bronze
BK
Black
SBK
Smooth Black
WH
White
SWH
Smooth White
GP
Graphite
GY
Grey
SL
Silver Metallic
CC
Custom Color
UNV
120-277V
8 347V
5 480V

OPTICS SOURCE CURRENT KELVIN VOLTAGE MOUNTING FINISH OPTIONS OPTIONS DIM
0-10v Dimming
Driver
VWC
Visionaire
Wireless
Controls
*Consult
Factory

IR-(R, B, G
Illuminated
Rings (Red,
Blue, Green)
PER
3, 5, or 7 Pin
Photo
Receptacle
w/shorting cap
PC-120
PC-208
PC-240
PC-277
Button Type
Photocell
WSC-8
Motion Sensor
8’ Mounting
Height
WSC-20
Motion Sensor
9-20’ Mounting
Height
WSC-40
Motion Sensor
21-40’
Mounting
Height This option will
require (1) FSIR 100
remote for
programing
BAA
BUY

AMERICA
ACT
QTY: 12
391
87 PRE-2-M
Features & Specifications
19645 Rancho Way • Rancho Dominguez, CA 90220 • Phone: 310 512 6480 Fax 310 512 6486 www.visionairelighting.com
Housing
The PRE-2-M’s housing is constructed from durable, corrosion-resistant, cast aluminum. The spun aluminum top cap is .080 gauge, and easily removable for service. Silicone gasketing is provided for complete weather and insect protection.

Thermal Management
The PRE-2-M provides excellent overall thermal management by maximizing the efficiency of the heat sink in the fixture. This enables the PRE-2-M to withstand higher ambient temperatures and higher drive currents without degrading LED life.

Optical System
• The hightest lumen output LEDs are utilized. High-performance acrylic optics feature industry leading Type 1, 2, 3, 4, 5, 5W and 5WR optical distributions. Acrylic optics are impact-resistant and rated to 94 percent translucence.
• L70 life of our LEDs is rated over 100,000 hours (for 350 mA), The optical system qualifies as IES full cutoff to restrict light trespass, glare and light pollution for neighborhood-friendly lighting.

CRI values are 70.

Quali-Guard® Finish
Fixture components are chemically pretreated through a multiple-stage washer, and finished with an electrostatically-applied, thermoset polyester powder coat textured paint with a 3 to 5 mils thickness. • Finish is oven-baked at 400 ºF for maximum adherence and finish hardness.
• Available in standard and custom colors.
• Finish is guaranteed for five (5) years.

Post Top Mount
The PRE-2-M contractor-friendly mounting hardware slips over 3” OD tenon X 4.5” tall as standard utilizing stainless steel hardware.

Electrical Assembly
• The PRE-2-M is supplied with a high-performance driver available in 350, 530 or 700. The driver is integrally-located in the housing, and is operational from 120 V through 480 V, 50 Hz to 60 Hz input. • Power factor is 90%.
• Rated for -40o to 50° C operation.
• 10 kV surge protector supplied as standard.

Warranty
Five (5) year Limited Warranty on entire system, including finish. For full warranty information, please visit www.visionairelighting.com.

Options
• Button type photocell
• 0-10v Dimming Driver
• WattStopper FSP-211
• Motion Sensor
• Wireless Control
• Illuminated Rings
• Photo Receptacle
Please consult factory for detailed
custom options.

Listings
• PRE-2-M is cUL listed
• DLC Listed
• IDA Certification
• IP66 Rated
• LM79 and LM80
• Powder Coated ToughTM
DesignLights Consortium (DLC) qualified Product. Some configurations of this product family may not be DesignLights Consortium (DLC) listed, please refer to the DLC qualified products list to confirm listed configurations. http://www.designlights.org/
3000K must be selected for IDA certification.

IP66
RATED
Ordering
Nomenclature
System
Watts 120V 208V 240V 277V 347V 480V
PRE-2-M-T5-16LC-3-4K
PRE-2-M-T5-16LC-5-4K
PRE-2-M-T5-16LC-7-4K
PRE-2-M-T5-32LC-3-4K
PRE-2-M-T5-32LC-5-4K
PRE-2-M-T5-32LC-7-4K
PRE-2-M-T5-48LC-3-4K
PRE-2-M-T5-48LC-5-4K
PRE-2-M-T5-48LC-7-4K
PRE-2-M - Electrical Load (A)
18 0.15 0.09 0.08 0.06 0.05 0.04
26 0.22 0.13 0.11 0.09 0.07 0.05
39 0.33 0.19 0.16 0.14 0.11 0.08
35 0.29 0.17 0.15 0.13 0.10 0.07
56 0.47 0.27 0.23 0.20 0.16 0.12
73 0.61 0.35 0.30 0.26 0.21 0.15
55 0.46 0.26 0.23 0.20 0.16 0.11
80 0.67 0.38 0.33 0.29 0.23 0.17
106 0.88 0.51 0.44 0.38 0.31 0.22
392
A
PRE-2-M LED Specifications
Photometric Optical Summary
Dimensions
PRE-2-M 20”
PRE-2-M 18.4”
Width:

Height:

Weight: 37 LBS

VISIONAIRE LIGHTING
EPA Data
.88
T1
Type 1
T2
Type 2
T3
Type 3
T4
Type 4
T5
Type 5
T5W
Type 5 Wide
T5WR
Type 5 Wide Round
Type Ramp Up Time High
Mode
Low
Mode
Time
Delay
Cut off
Delay Sensitivity Hold Off Set Point
Photocell
On/Off
Fade Down
Time
Ramp up
Time
WSC- Default 10V 1V 5 Min 1 Hour Max Disabled Disabled Disabled Disabled WSC Range 0 -10V 0 - 9.8V 5 - 30 Min 1 - 5 Hours Low, Med, Max 1 - 250FC 1 - 250FC 1 - 60 Dec 1-60 Dec Motion Sensor Default Setting
393
89 LED Specifications PRE-2-M
19645 Rancho Way • Rancho Dominguez, CA 90220 • Phone: 310 512 6480 Fax 310 512 6486 www.visionairelighting.com
PRE-2-M 3K Lumen Data *Lumen chart updated 08.20.19
#
LEDs mA T1 T2 T3 T4 T5 T5W T5WR Watts Lumens LPW Lumens LPW Lumens LPW Lumens LPW Lumens LPW Lumens LPW Lumens LPW 16 350 2320 129 2136 119 2117 118 2081 116 2288 127 2184 121 2202 123 18 530 3181 122 2928 113 2903 112 2853 110 3137 121 2994 115 3018 117 26 700 4417 113 4066 104 4031 103 3962 102 4356 112 4157 107 4192 108 39 32 350 4531 129 4171 119 4135 118 4064 116 4469 128 4265 122 4300 123 35 530 6610 118 6085 109 6032 108 5929 106 6519 116 6222 111 6273 113 56 700 8423 115 7753 106 7687 105 7555 103 8307 114 7928 109 7993 110 73 48 350 6916 126 6366 116 6311 115 6203 113 6821 124 6509 118 6563 120 55 530 9810 123 9030 113 8952 112 8799 110 9675 121 9233 115 9309 117 80 700 12431 117 11443 108 11344 107 11150 105 12260 116 11700 110 11797 112 106 PRE-2-M 4K Lumen Data
16 350 2344 130 2157 120 2139 119 2102 117 2311 128 2206 123 2207 123 18 530 3213 124 2957 114 2932 113 2979 115 3169 122 3024 116 3026 117 26 700 4462 114 4107 105 4072 104 4002 103 4400 113 4199 108 4202 108 39 32 350 4577 131 4213 120 4177 119 4105 117 4514 129 4308 123 4310 124 35 530 6677 119 6146 110 6093 109 5989 107 6585 118 6284 112 6289 113 56 700 8508 117 7832 107 7764 106 7631 105 8391 115 8008 110 8013 110 73 48 350 6986 127 6430 117 6375 116 6266 114 6889 125 6575 120 6579 120 55 530 9909 124 9121 114 9043 113 8888 111 9773 122 9326 117 9333 117 80 700 12557 118 11558 109 11459 108 11263 106 12384 117 11818 111 11826 112 106 PRE-2-M 5K Lumen Data
16 350 2442 136 2248 125 2229 124 2191 122 2409 134 2299 128 2318 129 18 530 3348 129 3082 119 3055 118 3003 116 3302 127 3151 121 3177 123 26 700 4650 119 4280 110 4243 109 4171 107 4586 118 4376 112 4412 114 39 32 350 4769 136 4390 125 4352 124 4278 122 4704 134 4489 128 4526 130 35 530 6958 124 6405 114 6350 113 6241 111 6862 123 6549 117 6603 118 56 700 8866 121 8161 112 8091 111 7953 109 8744 120 8345 114 8414 116 73 48 350 7280 132 6701 122 6643 121 6529 119 7180 131 6852 125 6908 126 55 530 10326 129 9505 119 9424 118 9262 116 10184 127 9719 121 9799 123 80 700 13086 123 12045 114 11941 113 11737 111 12905 122 12316 116 12418 118 106 Visit www.VisionaireLighting.com for up-to-the-minute chart information.

PRE-2-M 3K BUG Data *Bug chart updated 08.20.19
#
LEDs mA T1 T2 T3 T4 T5 T5W T5WR Watts B U G B U G B U G B U G B U G B U G B U G 16 350 1 0 1 1 0 1 1 0 1 1 0 1 1 0 1 2 0 1 2 0 1 18
530 2 0 2 1 0 1 1 0 1 1 0 1 2 0 1 2 0 1 2 0 1 26
700 2 0 2 1 0 2 1 0 1 1 0 1 2 0 1 2 0 1 3 0 1 39
32 350 2 0 2 1 0 2 1 0 1 1 0 1 2 0 1 3 0 1 3 0 1 35
530 3 0 3 2 0 2 1 0 2 1 0 2 3 0 1 3 0 1 3 0 2 56
700 3 0 3 2 0 2 1 0 2 1 0 2 3 0 1 3 0 2 3 0 2 73
48 350 3 0 3 2 0 2 1 0 2 1 0 2 3 0 1 3 0 1 3 0 2 55
530 3 0 3 2 0 3 2 0 2 2 0 2 3 0 2 3 0 2 4 0 2 80
700 3 0 3 3 0 3 2 0 2 2 0 2 3 0 2 4 0 2 4 0 2 106
PRE-2-M 4K Bug Data
16 350 1 0 1 1 0 1 1 0 1 1 0 1 1 0 1 2 0 1 2 0 1 18
530 2 0 2 1 0 1 1 0 1 1 0 1 2 0 1 2 0 1 2 0 1 26
700 2 0 2 1 0 2 1 0 1 1 0 1 2 0 1 3 0 1 3 0 1 39
32 350 2 0 2 1 0 2 1 0 1 1 0 1 2 0 1 3 0 1 3 0 1 35
530 3 0 3 2 0 2 1 0 2 1 0 2 3 0 1 3 0 1 3 0 2 56
700 3 0 3 2 0 2 1 0 2 1 0 2 3 0 1 3 0 2 3 0 2 73
48 350 3 0 3 2 0 2 1 0 2 1 0 2 3 0 1 3 0 1 3 0 2 55
530 3 0 3 2 0 3 2 0 2 2 0 2 3 0 2 3 0 2 4 0 2 80
700 3 0 3 3 0 3 2 0 2 2 0 2 3 0 2 4 0 2 4 0 2 106
PRE-2-M 5K BUG Data
16 350 1 0 1 1 0 1 1 0 1 1 0 1 1 0 1 2 0 1 2 0 1 18
530 2 0 2 1 0 1 1 0 1 1 0 1 2 0 1 2 0 1 2 0 1 26
700 2 0 2 1 0 2 1 0 1 1 0 1 2 0 1 3 0 1 3 0 1 39
32 350 2 0 2 1 0 2 1 0 1 1 0 1 2 0 1 3 0 1 3 0 1 35
530 3 0 3 2 0 2 1 0 2 1 0 2 3 0 1 3 0 1 3 0 2 56
700 3 0 3 2 0 2 2 0 2 1 0 2 3 0 1 3 0 2 3 0 2 73
48 350 3 0 3 2 0 2 1 0 2 1 0 2 3 0 1 3 0 1 3 0 2 55
530 3 0 3 2 0 3 2 0 2 2 0 2 3 0 2 3 0 2 4 0 2 80
700 3 0 3 3 0 3 2 0 2 2 0 2 3 0 2 4 0 2 4 0 2 106
394
Urban_Spec Sheet_TX03.pdf 07/22 page 1 of 6
Urban
Hagerstown
TX03 Post top
Project:

Location:

Cat.No:

Type:

Lamps: Qty:

Notes:

Hadco's Hagerstown LED post top gives you the ability to create a unique style through our modular post top concepts to blend into any residential and historic urban settings. With the latest LED technology you can seamlessly replace traditional HID technology to maximize energy savings and significantly reduce total cost of ownership. The Hagerstown luminaire provides excellent uniformity, traditional customizable look, with the benefits of modern technology.

Ordering guide example: TX03-32-G3-B-A-2-A-5-E-N-740-A-9-SRD-SP1 Series
TX03
LEDs Gen.

G3
Pods Finials Fasteners Finishes Optical System Photo controls TX03
Hagerstown
LED post
top
32 32
48 481
64 641
G3 Gen3 A Octagonal fitter
B Round fitter
w/scalloped petals
C Fluted tapered hourglass
fitter 3
D Smooth tapered hourglass
fitter 3
E Tapered fluted fitter
w/scalloped flower petals 3
G Tall round fluted fitter 3
H Round contemporary fitter
J Tapered fluted
w/round stepped fitter
L Round fluted long fitter
T Decorative leaf fitter
w/scalloped petals
A A finial
B B finial
C C finial
D D finial
E E finial
F F finial
G G finial
H H finial
N No finial
1 Hex head bolts
2 Allen head
bolts
A Black
B White
G Verde
H Bronze
J Green
2 Type 2
2H Type 2 w/HSS
3 Type 3
3H Type 3 w/HSS
3W Type 3 Wide
3WH Type 3 Wide w/
HSS
4 Type 4
5 Type 5
Button eye photo
controls
E 120 VAC
H 208/240/277 VAC
K 347 VAC
R Twist-lock
receptacle3
N None
Ordering guide (continued)
Future Proof controls Color Temps Voltages Currents Driver Options Surge protection R7 7-Pin Receptacle4
N None
730 3000K
740 4000K
A 120-277 VAC
B 347-480 VAC2
3 350mA
5 530 mA
7 700mA
9 900mA
1 1050mA1
DA 4hrs 25% reduction 2
DB 4hrs 50% reduction 2
DC 4hrs 75% reduction 2
DD 6hrs 25% reduction 2
DE 6hrs 50% reduction 2
DF 6hrs 75% reduction 2
DG 8hrs 25% reduction 2
DH 8hrs 50% reduction 2
DJ 8hrs 75% reduction 2
DL Compatible with DALI
N No dimming
S FAWS Field adjustable
wattage selector
SRD Sensor ready driver
(standard configuration) 1, 2
SRD1 Sensor ready driver
(alternate
configuration) 1, 2
SP1 10kV/10kA
(standard)
SP2 20kV/20kA
(optional)

1. Configurations with 48 (48) and 64 (64) LED array boards are not compatible with the 1050mA (1) drive current. 64LED are limited to 35C ambient rating with 900ma driver current

2. Consult factory.

3. Configurations with C,D,E,G pods are not compatible with the Twist Lock receptacle (R) photo control.

4. R7 is located on the top of the roof, N No Finial is required. 395
Urban_Spec Sheet_TX03.pdf rban_Spec Sheet_TX03.pdf 07/22 page 2 of ge 2 of 6 TX03 Hagerstown
Post top
17 3⁄8"
(441 mm)
43 1
⁄4"
(1098 mm)
Dimensions Finials Decorative Pods
Max. EPA: 1.70 sq. ft.

Max. Weight: 37 lbs.

A
E B
F G
D
H
C
Octagonal
fitter (A)
Round fitter with
scalloped petals (B)
Fluted tapered
hourglass fitter (C)
Smooth tapered
hourglass fitter (D)
Round contemporary
fitter (H)
Tapered fluted fitter
with scalloped flower
petals (E)
Tapered fluted with
round stepped
fitter (J)
Tall round fluted
fitter (G)
Round fluted long fitter
(L)
Decorative
leaf fitter with
scalloped petals (T)
Shown with
Finial A and
Pod B.
396
Urban_Spec Sheet_TX03.pdf rban_Spec Sheet_TX03.pdf 07/22 page 3 of ge 3 of 6 TX03 Hagerstown
Post top
Lumen Charts
LED Module: 4000K
LED
qty*
System
current
Color
Temp.

Average
System
Wattage**
Type 2 Type 3 Type 3W
Lumen
Output
BUG
Rating Efficacy
Lumen
Output
BUG
Rating Efficacy
Lumen
Output
BUG
Rating Efficacy
TX0332-G3-x-740-3 32 350 4000 35.4 4284 B1-U2-G1 121 4280 B1-U2-G1 121 4413 B1-U2-G1 125 TX0332-G3-x-740-5 32 530 4000 51.8 5977 B2-U3-G2 115 5972 B1-U3-G1 115 6158 B2-U2-G2 119 TX0332-G3-x-740-7 32 700 4000 71.9 7829 B2-U3-G2 109 7823 B2-U3-G2 109 8066 B2-U3-G2 112 TX0332-G3-x-740-9 32 900 4000 93.9 9536 B2-U3-G2 102 9528 B2-U3-G2 101 9825 B2-U3-G2 105 TX0332-G3-x-740-1 32 1050 4000 107.7 10814 B2-U3-G2 100 10805 B2-U3-G2 100 11141 B3-U3-G3 103 TX0348-G3-x-740-3 48 350 4000 51.4 6247 B2-U3-G2 122 6241 B2-U3-G2 121 6436 B2-U3-G2 125 TX0348-G3-x-740-5 48 530 4000 75.5 8942 B2-U3-G2 118 8935 B2-U3-G2 118 9213 B2-U3-G2 122 TX0348-G3-x-740-7 48 700 4000 104.7 11418 B3-U3-G3 109 11408 B2-U3-G2 109 11764 B3-U3-G3 112 TX0348-G3-x-740-9 48 900 4000 136.8 13907 B3-U3-G3 102 13895 B3-U3-G3 102 14328 B3-U3-G3 105 TX0364-G3-x-740-3 64 350 4000 68.7 8172 B2-U3-G2 119 8165 B2-U3-G2 119 8419 B2-U3-G2 123 TX0364-G3-x-740-5 64 530 4000 105.5 11697 B3-U3-G3 111 11688 B2-U3-G2 111 12052 B3-U3-G3 114 TX0364-G3-x-740-7 64 700 4000 138.4 14937 B3-U3-G3 108 14924 B3-U3-G3 108 15389 B3-U3-G3 111 TX0364-G3-x-740-9 64 900 4000 179.9 18003 B3-U3-G3 100 17988 B3-U3-G3 100 18548 B3-U3-G3 103 LED Module: 4000K Type 4 Type 5
TX0332-G3-x-740-3 32 350 4000 35.4 4346 B1-U2-G1 123 4524 B3-U2-G1 128 TX0332-G3-x-740-5 32 530 4000 51.8 6064 B1-U3-G2 117 6312 B3-U2-G1 122 TX0332-G3-x-740-7 32 700 4000 71.9 7943 B2-U3-G2 110 8268 B3-U3-G2 115 TX0332-G3-x-740-9 32 900 4000 93.9 9675 B2-U3-G2 103 10071 B4-U3-G2 107 TX0332-G3-x-740-1 32 1050 4000 107.7 10971 B2-U3-G2 102 11420 B4-U3-G2 106 TX0348-G3-x-740-3 48 350 4000 51.4 6337 B1-U3-G2 123 6597 B3-U2-G2 128 TX0348-G3-x-740-5 48 530 4000 75.5 9072 B2-U3-G2 120 9443 B4-U3-G2 125 TX0348-G3-x-740-7 48 700 4000 104.7 11584 B2-U3-G2 111 12058 B4-U3-G2 115 TX0348-G3-x-740-9 48 900 4000 136.8 14109 B3-U3-G3 103 14686 B4-U3-G3 107 TX0364-G3-x-740-3 64 350 4000 68.7 8291 B2-U3-G2 121 8630 B3-U3-G2 126 TX0364-G3-x-740-5 64 530 4000 105.5 11867 B2-U3-G2 112 12353 B4-U3-G2 117 TX0364-G3-x-740-7 64 700 4000 138.4 15154 B3-U3-G3 109 15774 B4-U3-G3 114 TX0364-G3-x-740-9 64 900 4000 179.9 18264 B3-U3-G3 102 19012 B5-U3-G3 106 Lumen charts continued on next page.
* Configurations with 64 (64) LED array boards are limited to a 35C ambient rating with the 900mA (9) drive current. ** System wattage or total luminaire wattage includes the LED module and the LED driver. Note: Equivalence should always be confirmed by a photometric layout.

Note: Equivalence should always be confirmed by a photometric layout. Due to rapid and continuous advances in LED technology, LED luminaire data is subject to change without notice and at the discretion of Signify. 397
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Lumen Charts
LED Module: 3000K
LED
qty*
System
current
Color
Temp.

Average
System
Wattage**
Type 2 Type 3 Type 3W
Lumen
Output
BUG
Rating Efficacy
Lumen
Output
BUG
Rating Efficacy
Lumen
Output
BUG
Rating Efficacy
TX0332-G3-x-730-3 32 350 3000 35.4 4003 B1-U2-G1 113 4000 B1-U2-G1 113 4125 B1-U2-G1 117 TX0332-G3-x-730-5 32 530 3000 51.8 5586 B2-U3-G2 108 5581 B1-U3-G1 108 5755 B2-U2-G2 111 TX0332-G3-x-730-7 32 700 3000 71.9 7317 B2-U3-G2 102 7311 B2-U3-G2 102 7539 B2-U3-G2 105 TX0332-G3-x-730-9 32 900 3000 93.9 8913 B2-U3-G2 95 8905 B2-U3-G2 95 9182 B2-U3-G2 98 TX0332-G3-x-730-1 32 1050 3000 107.7 10107 B2-U3-G2 94 10098 B2-U3-G2 94 10412 B2-U3-G2 97 TX0348-G3-x-730-3 48 350 3000 51.4 5838 B2-U3-G2 114 5833 B2-U3-G2 113 6015 B2-U2-G2 117 TX0348-G3-x-730-5 48 530 3000 75.5 8357 B2-U3-G2 111 8350 B2-U3-G2 111 8610 B2-U3-G2 114 TX0348-G3-x-730-7 48 700 3000 104.7 10671 B2-U3-G2 102 10662 B2-U3-G2 102 10994 B3-U3-G3 105 TX0348-G3-x-730-9 48 900 3000 136.8 12997 B3-U3-G3 95 12986 B3-U3-G3 95 13390 B3-U3-G3 98 TX0364-G3-x-730-3 64 350 3000 68.7 7637 B2-U3-G2 111 7631 B2-U3-G2 111 7869 B2-U3-G2 115 TX0364-G3-x-730-5 64 530 3000 105.5 10932 B2-U3-G2 104 10923 B2-U3-G2 104 11263 B3-U3-G3 107 TX0364-G3-x-730-7 64 700 3000 138.4 13960 B3-U3-G3 101 13948 B3-U3-G3 101 14382 B3-U3-G3 104 TX0364-G3-x-730-9 64 900 3000 179.9 16825 B3-U3-G3 94 16811 B3-U3-G3 93 17334 B3-U3-G3 96 LED Module: 3000K Type 4 Type 5
TX0332-G3-x-730-3 32 350 3000 35.4 4062 B1-U2-G1 115 4228 B3-U2-G1 119 TX0332-G3-x-730-5 32 530 3000 51.8 5667 B1-U2-G2 109 5899 B3-U2-G1 114 TX0332-G3-x-730-7 32 700 3000 71.9 7423 B2-U3-G2 103 7727 B3-U3-G2 107 TX0332-G3-x-730-9 32 900 3000 93.9 9042 B2-U3-G2 96 9412 B4-U3-G2 100 TX0332-G3-x-730-1 32 1050 3000 107.7 10253 B2-U3-G2 95 10673 B4-U3-G2 99 TX0348-G3-x-730-3 48 350 3000 51.4 5923 B1-U3-G2 115 6165 B3-U2-G1 120 TX0348-G3-x-730-5 48 530 3000 75.5 8478 B2-U3-G2 112 8825 B3-U3-G2 117 TX0348-G3-x-730-7 48 700 3000 104.7 10826 B2-U3-G2 103 11269 B4-U3-G2 108 TX0348-G3-x-730-9 48 900 3000 136.8 13186 B3-U3-G3 96 13725 B4-U3-G2 100 TX0364-G3-x-730-3 64 350 3000 68.7 7748 B2-U3-G2 113 8065 B3-U3-G2 117 TX0364-G3-x-730-5 64 530 3000 105.5 11091 B2-U3-G2 105 11545 B4-U3-G2 109 TX0364-G3-x-730-7 64 700 3000 138.4 14163 B3-U3-G3 102 14742 B4-U3-G3 107 TX0364-G3-x-730-9 64 900 3000 179.9 17070 B3-U3-G3 95 17768 B5-U3-G3 99 * Configurations with 64 (64) LED array boards are limited to a 35C ambient rating with the 900mA (9) drive current. ** System wattage or total luminaire wattage includes the LED module and the LED driver. Note: Equivalence should always be confirmed by a photometric layout.

Note: Equivalence should always be confirmed by a photometric layout. Due to rapid and continuous advances in LED technology, LED luminaire data is subject to change without notice and at the discretion of Signify. 398
Urban_Spec Sheet_TX03.pdf rban_Spec Sheet_TX03.pdf rban_Spec Sheet_TX03.pdf 07/22 page 5 of ge 5 of ge 5 of 56 TX03 Hagerstown
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Roof
Roof is 0.090" thick spun aluminum (121⁄8"H x
167⁄8"W). Easy future replacement of either roof
or bottom globe section if required.

Globe
Narrow body globe is constructed of clear
injection-molded vertically ribbed U.V. stabilized
acrylic. The bottom section of the globe has
a neck opening of 7 3⁄8" and an oursideneck
diameter of 8". Globe (less roof) has a 133⁄4"H x
14 3⁄4"W.

Cage
Cage for narrow body globes (15" dia.) is
constructed of die-cast 360 aluminum alloy.

Cage has 4 legs each with square decorative
flower block. Solid rectangular band around top
of cage. Height of cage is 17" and width of cage
is 15". Finish is polyester thermoset powdercoat.

Pods
Wiring block to accept three #8 solid or
stranded wires heavy cast aluminum post
fitter utilizes three 5/16-18 black cadmium
stainless steel set screws (Hex head or Allen
head as specified) for mounting to 3" O.D.
post tenon. Globe holder has an internal water
trap to prevent water from entering ballast
compartment. Globe is held by utilizing four
5/16-18 black cadmium stainless steel fasteners
(Hex head or Allen head as specified). All
hardware to be stainless steel and captive.

Optional Decorative Pods
Octagonal fitter (A) is constructed of die-cast
360 aluminum alloy with bottom-hinged door
providing 135° entry into the fitter assembly
for easy access to the electrical components.

Optional internal twist-lock photo eye
receptacle or optional button eye photocell.

Easy access to photo eye through the door on
the pod (103⁄4" H x 101⁄4" W).

Round fitter with scalloped petals (B)
is constructed of die-cast 360 aluminum alloy
with side-hinged door providing 180° entry
into the fitter assembly for easy access to the
electrical components. Optional internal twistlock photo eye receptacle or optional button eye photocell. Easy access to photo eye
through the door on the pod (121
⁄4"H x 111⁄2"W).

Fluted tapered hourglass fitter (C)
is constructed of 356 HM High-Strength,
Low-Copper cast aluminum. Optional
internal button eye photocell (8"H x 83⁄4"W).

Smooth tapered hourglass fitter (D)
is constructed of 356 HM High-Strength,
Low-Copper cast aluminum. Optional
internal button eye photocell. (8"H x 91⁄4"W)
Tapered fluted fitter with scalloped flower
petals (E) is constructed of 356 HM HighStrength, Low-Copper cast aluminum. Optional internal button eye photocell (10"H x 111⁄2"W).

Tall round fluted fitter (G) is constructed of diecast 360 aluminum alloy with removable door providing entry into the fitter assembly for easy
access to the electrical components. Optional
internal button eye photocell. Easy access to
photo eye through door on the pod (9"H x 9"W).

Round contemporary fitter (H) is constructed
of 356 HM High-Strength, Low-Copper cast
aluminum. Optional internal twist-lock photo
eye receptacle or optional internal button eye
photocell. Easy access to photocell through
tool-less door on pod (10"H x 10"W).

Tapered fluted with round stepped fitter (J)
is constructed of 356 HM High-Strength,
Low-Copper cast aluminum. Optional internal
twist-lock photo eye receptacle. Tool-less
access to photo eye through the door on the
pod (14"H x 10"W).

Round fluted long fitter (L) is constructed
of 356 HM High-Strength, Low-Copper cast
aluminum with a side-hinged door providing
entry into the fitter assembly for easy access
to the electrical components. Optional internal
twist-lock photo eye receptacle or button
eye photocell. Tool-less access to photo eye
through the door on the pod (121
⁄2"H x 103⁄4"W).

Decorative leaf fitter with scalloped petals (T)
is constructed of 356 HM High-Strength,
Low-Copper cast aluminum with side-hinged
door providing 180 degrees entry into the fitter
assembly for easy access to the electrical
components. Optional internal twist-lock photo
eye receptacle or optional button eye photocell.

Easy access to photo eye through the door on
the pod (151⁄4"H x 111⁄2"W).

Finials
All finials are cast aluminum mounted with 1/4-20
stainless steel threaded studs. Standard finial
finish will match fixture finish as specified. Finish
is thwermoset powdercoat.

Fasteners
Used to secure post fitter to post tenon
and globe to globe holder. Hex Head (1) and
Allen Head (2) bolts feature Black cadmium
stainless steel.

Light Engine
LEDgine is composed of five main components:

Heat Sink, Lens, LED lamp, Optical System,
and Driver. Electrical components are
RoHS compliant.

LED Engine
Composed of high‑performance white LEDs.

Color temperature as per ANSI/NEMA bin -
Neutral White, 4000 Kelvin nominal (3985K
+/‑ 275K or 3710K to 4260K) or Warm White,
3000 Kelvin nominal (3045K +/- 175K or 2870K to
3220K), CRI 70 Min. 75 Typical.

Heat Sink
Made of cast aluminum optimizing the LEDs
efficiency and life. Product does not use any
cooling device with moving parts (only passive
cooling device).

Future Proof Contorl
R7 - Receptacle with 7 pin enabling dimming and
additional functionality (to be determied). Can
be used with a twist lonk node pr a shorting
cap. Will ship with a shorting cap installed for
this product. Remove shorting cap when you ar
ready to install your node.

Optical System
2: Type 2
2H: Type 2 with House side shield
3: Type 3
3H: Type 3 with House side shield
3W: Type 3 Wide
3WH: Type 3 Wide with House side shield
4: Type 4
5: Type 5
Above options are all composed of high
performance optical grade PMMA acrylic
refractor lenses to achieve desired distribution
optimized to get maximum spacing, target lumens
and a superior lighting uniformity. Optical system
is rated IP66. Performance shall be tested per
LM 63, LM 79 and TM 15 (IESNA) certifying its
photometric performance. Street side indicated.

Specifications
A

E B F G H
D
C
A B D
E G H
C
J L T
399
Urban_Spec Sheet_TX03.pdf rban_Spec Sheet_TX03.pdf 07/22 page 6 of ge 6 of 6 © 2022 Signify Holding. All rights reserved. The information provided herein is subject to change, without notice. Signify does not give any representation or warranty as to the accuracy or completeness of the information included herein and shall not be liable for any action in reliance thereon. The information presented in this document is not intended as any commercial offer and does not form part of any quotation or contract, unless otherwise agreed by Signify.

TX03 07/22 page 6 of 6
Signify North America Corporation
400 Crossing Blvd, Suite 600
Bridgewater, NJ 08807
Telephone: 855-486-2216
Signify Canada Ltd.
281 Hillmount Road,
Markham, ON, Canada L6C 2S3
Telephone: 800-668-9008
All trademarks are owned by Signify Holding or their respective owners. www.hadco.com
TX03 Hagerstown
Post top
Driver
Driver comes standard with 0-10V dimming
capability. High power factor of 95%. Electronic
driver, operating range 50/60 Hz. Auto adjusting
universal voltage input from 120 to 277 VAC
rated for both application line to line or line
to neutral, Class I, THD of 20% max. Maximum
ambient operating temperature from 40°F
(4°C) to 130°F (55°C). Certified in compliance
to UL1310 cULus requirement (dry and damp
location). Assembled on a unitized removable
tray with Tyco quick disconnect plug resisting
to 221°F (105°C). The current supplying the
LEDs will be reduced by the driver if the
driver experiences internal overheating as
a protection to the LEDs and the electrical
components. Output is protected from short
circuits, voltage overload and current overload.

Automatic recovery after correction. Standard
built in driver surge protection of 2.5kV (min).

Driver Options
SRD: Sensor Ready Driver including SR
communication (used for dimming and other
functionalities), 24V auxiliary supply and a
logical signal input (LSI) connected to the top
NEMA twist lock receptacle.

SRD1: Sensor Ready Driver including SR
communication (used for dimming and other
functionalities) but with 24V auxiliary supply and
a logical signal input (LSI) not connected to the
top NEMA twist lock.

DA: 4 Hrs 25% Reduction
DB: 4 Hrs 50% Reduction
DC: 4 Hrs 75% Reduction
DD: 6 Hrs 25% Reduction
DE: 6 Hrs 50% Reduction
DF: 6 Hrs 75% Reduction
DG: 8 Hrs 25% Reduction
DH: 8 Hrs 50% Reduction
DJ: 8 Hrs 75% Reduction
DL: Pre-set driver compatible with the
DALI logarithmic control system
Surge Protection
Surge protector tested in accordance with
ANSI/IEEE C62.45 per ANSI/IEEE C62.41.2
Scenario I Category C High Exposure 10kV/10kA
waveforms for Line Ground, Line Neutral and
Neutral Ground, and in accordance with U.S.

DOE (Department of Energy) MSSLC (Municipal
Solid State Street Lighting Consortium) model
specification for LED roadway luminaires
electrical immunity requirements for High Test
Level 10kV / 10kA. Option for SP2 20kV/20kA.

Finish
Color in accordance with the AAMA 2603
standard. Application of polyester powder
coat paint (4 mils/100 microns) with ± 1 mils /
24 microns of tolerance. The Thermosetting
resins provides a discoloration resistant finish
in accordance with the ASTM D2244 standard,
as well as luster retention in keeping with the
ASTM D523 standard and humidity proof in
accordance with the ASTM D2247 standard.

The surface treatment achieves a minimum of
2000 hours for salt spray resistant finish in
accordance with testing performed and per
ASTM B117 standard.

Luminaire Useful Life
Refer to IES files for energy consumption and
delivered lumens for each option. Based on
ISTMT in situ thermal testing in accordance
with UL1598 and UL8750, using LM-80 data
from LED manufacturers and engineering
prediction methods, the luminaire useful life is
expected to reach 100,000+ hours with >L70
lumen maintenance @ 25°C. Luminaire useful
life accounts for LED lumen maintenance and
additional factors, including LED life, driver life,
PCB substrate, solder joints on/off cycles and
burning hours for nominal applications.

LED products manufacturing standard
The electronic components sensitive to
electrostatic discharge (ESD) such as light
emitting diodes (LEDs) are assembled in
compliance with IEC61340 5 1 and ANSI/
ESD S20.20 standards so as to eliminate ESD
events that could decrease the useful life of
the product.

Quality Control
The manufacturer must provide a written
confirmation of its ISO 9001 2008 and
ISO 14001 2004 International Quality
Standards Certification.

Vibration Resistance
Meets the ANSI C136.31 2001, American National
Standard for Roadway Luminaire Vibration
specifications for normal Applications.

Certifications and Compliance
cETL listed to Canadian safety standards for
wet locations. Manufactured to ISO 9001:2008
Standards. UL8750 and UL1598 compliant. ETL
listed to U.S. safety standards for wet locations.
cETL listed to Canadian safety standards for
wet locations. LM80 & LM79 tested.

IP Rating: The LED optics chamber is IP66 rated.

The LED driver is IP66 rated.

Warranty: 5 year extended warranty.

Predicted Lumen Performance Data
Predicted lumen depreciation data1
Ambient
Temperature (°C) Driver mA
Calculated
L70 hours1,2 L70 per TM-212,3
Lumen Maintenance %
@ 60,000 hours
25°C up to 1050 mA >100,000 hrs >60,000 hrs 92.48%

1. Predicted performance derived from LED manufacturer’s data and engineering design estimates, based on IESNA LM-80 methodology. Actual experience may vary due to field application conditions.

2. L70 is the predicted time when LED performance depreciates to 70% of initial lumen output.

3. Calculated per IESNA TM21-11. Published L70 hours limited to 6 times actual LED test hours. 400
©2020 Leotek Electronics USA. GCJ_J-Series_Specification Sheet_08-26-2020. Specifications subject to change without notice. Page 1 of 5 Model* LED
Code Voltage Color Temperature Distribution Finish1 Output Code2 Options GCJ1*
GCJ2*
GCJ3*
30J MV
HV
120-277V
347-480V
27K
30K
40K
50K
2700K
3000K
4000K
5000K
2R
3R
3F
4 5
Type 2
Type 3R
Type 3F
Type 4
Type 5
GY
DB
BK
Gray
Dark
Bronze
Black
Refer to Page
3 to select the
performance
code.

FOC3
LPCR
PCR74
PCR7-CR5
MSL3
MSL7
WL
4B
RWG
SWTB
BBL
DSC
CF6
SP27
LSSP27
Fixed Output Code
Less Photocontrol Receptacle
ANSI 7-wire Photocontrol Receptacle
Control Ready 7-wire PC Receptacle
Motion Sensor, L3 Lens
Motion Sensor, L7 Lens
Utility Wattage Label
4-Bolt Mounting Bracket
Rubber Wildlife Guard
Straight Wire Terminal Block
Bubble Level
Door Safety Cable
Coastal Paint Finish
Extreme Surge Protection, 20KV/10KA,
Fail-to-on
Extreme Surge Protection, Fail-to-off,
20kV/10kA Rating
Accessories*
HSSJGCJ8
CSSJGCJ9
FSSJGCJ10
SPB11
RPB11
PTB11
PTB211
WB11
BSK
LLPC12
SC
House Side Shield, Snap-On*
Cul-De-Sac Side Shield, Snap-On*
Front Side Shield, Snap-On*
Square Pole Horizontal Arm Bracket
Round Pole Horizontal Arm Bracket
Pole Top Tenon Horizontal
Arm Bracket
Pole Top Tenon Horizontal
Arm Bracket (2@180o)
Wall Horizontal Arm Bracket
Bird Deterrent Spider Kit
Long-Life Twist Lock Photocontrol
Twist Lock Shorting Cap
Notes:
1 Gray, Black, and Dark Bronze standard. Consult factory for other finishes. See page 2 for RAL codes of Standard finishes. 2 Specified output code is the factory set lumen performance. Refer to performance data table on page 3 of this spec sheet. Field adjustable output selector enables fixture to be changed in the field to adjust light output for local conditions (not available with Fixed Output Code, FOC) or PCR7-CR option. Consult factory if wattage limits require a special drive current. 3 Non-field adjustable, fixed output code. Specify required output code. Not available with PCR7-CR option. 4 Includes output selector that enables field adjustability of light levels. Includes connectors to allow easy upgrade of wireless dimming via PCR7. Wireless node by others.
5 Control-ready wired at factory for wireless node dimming (node by others). Output selector not included in the fixture. Not able to adjust above specified output code.
6 Specify the CF Option for coastal installation. See warranty for details. 7 Standard surge protection, 10kV/5kA, fail-to-on, meets enhanced surge protection based on ANSI 136.25-2015 3-part test. 8 Flush mounted house side shield. Shield cuts light off at 1 mounting height behind luminaire. Gray frame with black louvres. 9 Flush mounted cul-de-sac shield. Shield cuts light off at 1 mounting height behind luminaire and 2 times the mounting height on either side of luminaire. Gray frame with black louvres. 10 Flush mounted front side shield cuts light off at approximately 11/2 mounting height in front of luminaire (street side). Gray frame with black louvres.
11 Specify Color (GY, DB, BK). Refer to Leotek web site for specific mounting details and drawings at https://leotek.com/lighting-library/ 12 Specify MV (120-277V) or HV (347-480V).
* Unless specified for field installation, Shields and Shorting Caps are shipped installed. All other options are shipped separately.

Ordering Information
Sample Catalog No. GCJ1-30J-MV-40K-2R-GY-055-PCR7-WL
Luminaire Data
Weight 7.7 lbs [3.5 kg]
EPA 0.39 ft2
Project
Type
Catalog No.

GreenCobra™ Jr. LED Street Light
GCJ J-Series Specification Data Sheet

9.6”
[243 mm]

18.4”
[466 mm]
* Refer to performance data table on page 3 for specific model with corresponding output code QTY: 20
045
401
©2020 Leotek Electronics USA. GCJ_J-Series_Specification Sheet_08-26-2020. Specifications subject to change without notice. Page 2 of 5 Luminaire Specifications
Housing
Die cast aluminum housing with universal
two-bolt slip fitter mounts to 1-1/4” to 2”
(1-5/8” to 2-3/8” O.D.) diameter mast arm.

One-piece aluminum housing provides passive
heat-sinking of the LEDs and has upper surfaces
that shed precipitation. Four-bolt mounting
bracket (4B option) is available. Mounting
provisions meet 3G vibration per ANSI C136.31-
2010 Normal Application, Bridge & Overpass
by independent lab. Mounting has leveling
adjustment from ± 5° in 2.5° steps. All hardware
is stainless steel. Electrical components are
accessed without tools via die cast aluminum
door with stainless steel quick
release latches. Provided standard with
removable polycarbonate wild life guard. For
additional protection, optional rubber wildlife
guard (RWG) which conforms snugly to the
mast arm is offered.

Light Emitting Diodes
LEDs produce minimum 90% of initial
intensity at 60,000 hours hours of life per
IES recommended lumen maintenance life
projection based on 6 times the duration of
the collected LM-80 data. For details on IESNA
Position on LED Product Lifetime Prediction, PS10-18. LEDs have correlated color temperature of 2700K (27K), 3000K (30K), 4000K (40K), or
5000K (50K)and 70 CRI minimum. LEDs are
ROHS compliant, 100% mercury and lead free.

Field Adjustability
LED lumen output can be changed in the field
to adjust light output for local conditions (not
available with PCR7-CR option). The specified
output code will be the factory set output.

Field adjustments can be made with the output
selector included in the fixture. Field adjustable
range shown in performance data table.

Quality Control
Every luminaire is performance tested before
and after a 2-hour burn-in period. Assembled
in the USA.

Optical Systems
Micro-lens optical systems produce IESNA
Type 2, Type 3, Type 4, or Type 5 distributions
and are fully sealed to maintain an IP66 rating.

Luminaire produces 0% total lumens above 90⁰
(BUG Rating, U=0). Optional house side shield
cuts light off at 1/2 mounting height behind
luminaire. Front side shield cuts light off at
approximately one mounting height in front of
the luminaire (street side). Cul-de-sac shield
provides back and side light control for end
of cul-de-sac applications. All shields are field
installable without tools.

Electrical
Rated life of electrical components is 100,000
hours. Uses isolated power supply that is
1-10V dimmable. Power supply is wired with
quick-disconnect terminals. EMC meets or
exceeds FCC CFR Part 15. Terminal block
accommodates 6 to 14 gauge wire. Surge
protection complies with IEEE/ANSI C62.41
Category C High, 10kV/5kA and ANSI C136.2-
2015, 3-part test.

Maximum THD rating of 20%. Class 1 or Class

2. Built-in overheating protection mechanism
will reduce drive current to LEDs and electrical
components if the driver experiences unusual
internal overheating situation. Built-in short
circuit, voltage overload, and current overload
protection with automatic recovery after
correction.

Controls
3-Wire photocontrol receptacle is standard.

ANSI C136.41 7-wire (PCR7) photocontrol
receptacles is available. All photocontrol
receptacles have tool-less rotatable bases.

Wireless control module is provided by others.

Finish meets scribe creepage rating 8 per ASTM
D1654. Finish tested 500 hours in UV exposure
per ASTM G154 and meets ASTM D523 gloss
retention.

Listings/Ratings/Labels
Luminaires are UL listed for use in wet locations
in the United States and Canada. DesignLights
Consortium™ qualified product. Consult DLC
QPL for Standard and Premium Classification
Listings. All electronic components inside of the
luminaire are NRTL damp location rated per
ANSI 136.37-2011 Ingress Protection standard.

International Dark Sky Association listed.

Luminaire is qualified to operate at ambient
temperatures of -40°C to 40°C. Assembled in
the U.S.A
Photometry
Luminaires photometrics are tested by certified
independent testing laboratories in accordance
with IES LM-79 testing procedures.

Warranty
10-year limited warranty is standard on
luminaire and components. See Leotek.com for
warranty details.

Vandal Resistance
Housing and optics rated to IK10
Certification and Compliance
Luminaire complies with:

ANSI: C136.2, C136.3, C136.10, C136.13,
C136.15, C136.22, C136.31, C136.35, C136.37,
C136.41, C62.41, C78.377, C82.77
Other: FCC 47 CFR, IEC 60598, ROHS II, UL
1449, UL 1598
GreenCobra™ Jr. LED Street Light
GCJ J-Series Specification Data Sheet
Order Code Color RAL # Pantone
Equivalent
GY Gray 7040 429C
BK Black 9004 426C
DB Dark Bronze 6022 BLACK 2C
Color Specifications
Model Number 60,000 Hours* 80,000 Hours 100,000 Hours
All GCJ 30J >98.9% >98.7% >98.5%
TM21 Lumen Maintenance per IES TM21-11 Calculation
*Calculation based on IES position statement on Lumen Maintenance Life Projections 402
©2020 Leotek Electronics USA. GCJ_J-Series_Specification Sheet_08-26-2020. Specifications subject to change without notice. Page 3 of 5 Product LED Code Output Code System
Wattage (W)
Delivered
Lumens (Lm)1
Efficacy
(Lm/W)
System Drive
Current (mA)2
Field Adjustable
Output Range
GCJ1 30J
025 17 2669 157 250
045 27 4299 161 420
050 30 4830 161 480
055 34 5532 163 530
GCJ2 30J
060 37 5883 159 590
070 44 6864 156 700
GCJ3 30J
075 49 7256 149 780
080 54 7992 148 860
085 58 8468 146 930
090 64 9216 144 990
095 67 9648 144 1050
Product LED Code Output Code System
Wattage (W)
Delivered
Lumens (Lm)1
Efficacy
(Lm/W)
System Drive
Current (mA)2
Field Adjustable
Output Range
GCJ1 30J
025 17 2533 149 250
040 27 4058 152 420
045 30 4560 152 480
050 34 5223 154 530
GCJ2 30J
055 37 5550 150 590
065 44 6425 146 700
GCJ3 30J
070 49 7062 145 780
075 54 7722 143 860
080 58 8236 142 930
090 64 8960 140 990
095 67 9380 140 1050
GreenCobra™ Jr. LED Street Light
GCJ J-Series Specification Data Sheet
Performance Data: 4000K (40K) and 5000K (50K)
All data nominal. IES files for all CCTs available at leotek.com.

Notes:
1 Nominal lumens. Normal tolerance ± 10% due to factors including distribution type, LED bin variance, and ambient temperatures.

2. System drive current values (maximum LED drive current is 350mA).

Product LED Code Output Code System
Wattage (W)
Delivered
Lumens (Lm)1
Efficacy
(Lm/W)
System Drive
Current (mA)2
Field Adjustable
Output Range
GCJ1 30J
025 17 2397 141 250
035 26 3692 142 420
040 30 4140 138 480
045 34 4742 139 530
GCJ2 30J
050 37 5291 143 590
060 44 6229 141 700
GCJ3 30J
065 49 6734 137 780
075 54 7398 137 860
080 58 7830 135 930
085 64 8448 132 990
090 67 8813 132 1050
Performance Data: 2700K (27K)
All data nominal. IES files for all CCTs available at leotek.com.

Notes:

1. Nominal lumens. Normal tolerance ± 10% due to factors including distribution type, LED bin variance, and ambient temperatures.

2. System drive current values (maximum LED drive current is 350mA).

Performance Data: 3000K (30K)
All data nominal. IES files for all CCTs available at leotek.com.

Notes:
1 Nominal lumens. Normal tolerance ± 10% due to factors including distribution type, LED bin variance, and ambient temperatures.

2. System drive current values (maximum LED drive current is 350mA). 403
©2020 Leotek Electronics USA. GCJ_J-Series_Specification Sheet_08-26-2020. Specifications subject to change without notice. Page 4 of 5 GreenCobra™ Jr. LED Street Light
GCJ J-Series Specification Data Sheet
Type 2R Type 3R Type 3F Type 4 Type 5
Product &
LED Code Output Code BUG Rating
BUG
Rating
BUG
Rating
BUG
Rating
BUG
Rating
GCJ1 30J
025 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
045 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
050 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
055 B2-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B3-U0-G1
GCJ2 30J
060 B2-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G1 B3-U0-G1
070 B2-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B3-U0-G1
GCJ3 30J
075 B2-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
080 B2-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
085 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
090 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
095 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
BUG Ratings: 4000K (40K) and 5000K (50K)
All data nominal. IES files for all CCTs are available at leotek.com.

Type 2R Type 3R Type 3F Type 4 Type 5
Product &
LED Code Output Code BUG Rating
BUG
Rating
BUG
Rating
BUG
Rating
BUG
Rating
GCJ1 30J
025 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
040 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
045 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
050 B2-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B3-U0-G1
GCJ2 30J
055 B2-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B3-U0-G1
065 B2-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B3-U0-G3
GCJ3 30J
070 B2-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B3-U0-G1
075 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
080 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
090 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
095 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
BUG Ratings: 3000K (30K)
All data nominal. IES files for all CCTs are available at leotek.com.

Type 2R Type 3R Type 3F Type 4 Type 5
Product &
LED Code Output Code BUG Rating
BUG
Rating
BUG
Rating
BUG
Rating
BUG
Rating
GCJ1 30J
025 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1
035 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
040 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
045 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
GCJ2 30J
050 B2-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B3-U0-G1
060 B2-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B3-U0-G3
GCJ3 30J
065 B2-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B3-U0-G1
075 B2-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B3-U0-G1
080 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
085 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
090 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G3
BUG Ratings: 2700K (27K)
All data nominal. IES files for all CCTs are available at leotek.com. 404
©2020 Leotek Electronics USA. GCJ_J-Series_Specification Sheet_08-26-2020. Specifications subject to change without notice. Page 5 of 5 Optical Distribution
(Each square block represents one mounting height, MH)
Type 2R
MH
Type 3F
MH
Type 3R
MH
Type 4
MH
Type 5
MH
GreenCobra™ Jr. LED Street Light
GCJ J-Series Specification Data Sheet
405

Page 1 of 5 ends

Ordering Information
Sample Catalog No. GCM2-60J-MV-30K-2R-GY-130-PCR7-WL
Luminaire Data
Weight 11 lbs [5.0 kg]
EPA 0.44 ft2
Project
Type
Catalog No.

GreenCobra™ Midsize LED Street Light
GCM J-Series Specification Data Sheet
Model* LED
Code Voltage Color Temperature
Distribution Finish1 Output Code2 Options
GCM1*
GCM2*
GCM3*
60J MV
HV
120-277V
347-480V
30K
40K
50K
3000K
4000K
5000K
2R
3R
3F
4 5
Type 2
Type 3R
Type 3F
Type 4
Type 5
GY
DB
BK
Gray
Dark
Bronze
Black
Refer to Page 3
to select the
performance code.

FOC3
LPCR
PCR74
PCR7-CR5
MSL3
MSL7
WL
4B
RWG
SWTB
BBL
DSC
CF6
SP27
LSSP27
Fixed Output Code
Less Photocontrol
Receptacle
ANSI 7-wire Photocontrol Receptacle
Control Ready 7-wire PC Receptacle
Motion Sensor, L3 Lens
Motion Sensor, L7 Lens
Utility Wattage Label
4-Bolt Mounting Bracket
Rubber Wildlife Guard
Straight Wire Terminal Block
Bubble Level
Door Safety Cable
Coastal Paint Finish
Extreme Surge Protection, 20KV/10KA,
Fail-to-on
Extreme Surge Protection, Fail-to-off,
20kV/10kA Rating
Accessories*
HSSJGCM8
CSSJGCM9
FSSJGCM10
SPB11
RPB11
PTB11
PTB211
WB11
BSK
LLPC12
SC
House Side Shield, Snap-On*
Cul-De-Sac Side Shield, Snap-On*
Front Side Shield, Snap-On*
Square Pole Horizontal Arm Bracket
Round Pole Horizontal Arm Bracket
Pole Top Tenon Horizontal
Arm Bracket
Pole Top Tenon Horizontal
Arm Bracket (2@180o)
Wall Horizontal Arm Bracket
Bird Deterrent Spider Kit
Long-Life Twist Lock Photocontrol
Twist Lock Shorting Cap
Notes:
1 Gray, Black, and Dark Bronze standard. Consult factory for other finishes. See page 2 for RAL codes of Standard finishes. 2 Specified output code is the factory set lumen performance. Refer to performance data table on page 3 of this spec sheet. Field adjustable output selector enables fixture to be changed in the field to adjust light output for local conditions (not available with Fixed Output Code, FOC) or PCR7-CR option. Consult factory if wattage limits require a special drive current. 3 Non-field adjustable, fixed output code. Specify required output code. Not available with PCR7-CR option. 4 Includes output selector that enables field adjustability of light levels. Includes connectors to allow easy upgrade of wireless dimming via PCR7. Wireless node by others.
5 Control-ready wired at factory for wireless node dimming (node by others). Output selector not included in the fixture. Not able to adjust above specified output code.
6 Specify the CF Option for coastal installation. See warranty for details. 7 Standard surge protection, 10kV/5kA, fail-to-on, meets enhanced surge protection based on ANSI 136.25-2015 3-part test. 8 Flush mounted house side shield. Shield cuts light off at 1 mounting height behind luminaire. Gray frame with black louvres. 9 Flush mounted cul-de-sac shield. Shield cuts light off at 1 mounting height behind luminaire and 2 times the mounting height on either side of luminaire. Gray frame with black louvres.
10 Flush mounted front side shield cuts light off at approximately 11/2 mounting height in front of luminaire (street side). Gray frame with black louvres.
11 Specify Color (GY, DB, BK). Refer to Leotek web site for specific mounting details and drawings at https://leotek.com/lighting-library/ 12 Specify MV (120-277V) or HV (347V-480V)
*Unless specified for field installation, Shields and Shorting Caps are shipped installed. All other options are shipped separately.

12.2”
[310 mm] 21.6”
[551 mm]
* Refer to performance data table on page 3 for specific model with corresponding output code QTY: 15
115
406

Page 2 of 5 ends

Luminaire Specifications
Housing
Die cast aluminum housing with universal twobolt slip fitter mounts to 1-1/4” to 2” (1-5/8” to 2-3/8” O.D.) diameter mast arm. One-piece
aluminum housing provides passive heatsinking of the LEDs and has upper surfaces that shed precipitation. Four-bolt mounting bracket
(4B option) is available. Mounting provisions
meet 3G vibration per ANSI C136.31-2010
Normal Application, Bridge & Overpass by
independent test lab. Mounting has leveling
adjustment from ± 5° in 2.5° steps. All hardware
is stainless steel. Electrical components are
accessed without tools via die cast aluminum
door with stainless steel quick
release latches. Provided standard with
removable polycarbonate wild life guard. For
additional protection, optional rubber wildlife
guard (RWG) which conforms snugly to the
mast arm is offered.

Light Emitting Diodes
LEDs produce mimimum 90% of initial
intensity at 60,000 hours hours of life per
IES recommended lumen maintenance life
projection based on 6 times the duration of
the collected LM-80 data. For details on IESNA
Position on LED Product Lifetime Prediction, PS10-18. LEDs have correlated color temperature of 3000K (30K), 4000K (40K), or 5000K (50K)
and 70 CRI minimum. LEDs are ROHS compliant,
100% mercury and lead free.

Field adjustments can be made with the output
selector included in the fixture. Field adjustable
range shown in performance data table.

Quality Control
Every luminaire is performance tested before
and after a 2-hour burn-in period. Assembled
in the USA.

Optical Systems
Micro-lens optical systems produce IESNA
Type 2, Type 3, Type 4, or Type 5 distributions
and are fully sealed to maintain an IP66 rating.

Power Supply
IP66 rated power power supply with high
power factor of > 90%. Auto sensing universal
AC input from 120 to 277VAC (MV model) and
347 to 480VAC (HV mode) rated for both line to
line and line to neutral applications. Maximum
THD rating of 20%. Class 1 or Class 2. Built-in
overheating protection mechanism will reduce
drive current to LEDs and electrical components
if the driver experiences unusual internal
overheating situation. Built-in short circuit,
voltage overload, and current overload
protection with automatic recovery after
correction.

Controls
3-Wire photocontrol receptacle is standard.

ANSI C136.41 7-wire (PCR7) photocontrol
receptacle is available. All photocontrol
receptacles have tool-less rotatable bases.

Wireless control module is provided by others.

Finish
Housing receives a durable, fade-resistant
polyester powder coat finish with 3.0 mil nominal
thickness. Standard finish tested to withstand
5000 hours in salt spray exposure per ASTM B117
and Coastal Finish per ASTM G85. Finish meets
scribe creepage rating 8 per ASTM D1654. Finish
tested 500 hours in UV exposure per ASTM G154
and meets ASTM D523 gloss retention.

All electronic components inside of the luminaire
are NRTL damp location rated per ANSI 136.37-
2011 Ingress Protection standard. International
Dark Sky Association listed. Luminaire is qualified
to operate at ambient temperatures of -40°C to
40°C. Assembled in the U.S.A
Photometry
Luminaires photometrics are tested by certified
independent testing laboratories in accordance
with IES LM-79 testing procedures.

Warranty
10-year limited warranty is standard on luminaire
and components. See Leotek.com
for warranty details.

Vandal Resistance
Housing and optics rated to IK10
Certification and Compliance
Luminaire complies with:

Page 3 of 5 ends

GreenCobra™ Midsize LED Street Light
GCM J-Series Specification Data Sheet
Product LED Code Output
Code
System
Wattage (W)
Delivered
Lumens (Lm)1
Efficacy
(Lm/W)
System Drive
Current (mA)2
Field Adjustable
Output Range
GCM1 60J
090 59 9039 154 480
100 65 9940 153 530
110 72 10999 153 590
120 80 12029 151 650
125 85 12604 148 700
GCM2 60J
130 89 13169 148 710
145 100 14457 145 800
GCM3 60J
160 111 15790 142 900
170 123 17220 140 970
180 133 17846 134 1050
Performance Data: 3000K (30K)
All data nominal. IES files for all CCTs available at leotek.com.

Notes:

1. Nominal lumens. Normal tolerance ± 10% due to factors including distribution type, LED bin variance, and ambient temperatures.

2. System drive current values (maximum LED drive current is 350mA).

Product LED Code Output
Code
System
Wattage (W)
Delivered
Lumens (Lm)1
Efficacy
(Lm/W)
System Drive
Current (mA)2
Field Adjustable
Output Range
GCM1 60J
095 59 9562 163 480
105 65 10525 162 530
115 72 11574 161 590
125 80 12746 160 650
135 85 13402 158 700
GCM2 60J
140 89 13884 156 710
155 100 15400 154 800
GCM3 60J
170 111 16872 152 900
185 123 18387 149 970
190 133 19072 143 1050
Performance Data: 4000K (40K) and 5000K (50K)
All data nominal. IES files for all CCTs available at leotek.com.

Notes:

1. Nominal lumens. Normal tolerance ± 10% due to factors including distribution type, LED bin variance, and ambient temperatures.

2. System drive current values (maximum LED drive current is 350mA). 408

Page 4 of 5 ends

GreenCobra™ Midsize LED Street Light
GCM J-Series Specification Data Sheet
Type 2 Type 3R Type 3F Type 4 Type 5
Product &
LED Code Output Code BUG Rating
BUG
Rating
BUG
Rating
BUG
Rating
BUG
Rating
GCM1 60J
090 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2
100 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
110 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
120 B3-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
125 B3-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2
GCM2 60J
130 B3-U0-G3 B2-U0-G2 B2-U0-G2 B2-U0-G2 B4-U0-G2
145 B3-U0-G3 B2-U0-G2 B2-U0-G2 B2-U0-G2 B4-U0-G2
GCM3 60J
160 B3-U0-G3 B3-U0-G3 B3-U0-G2 B3-U0-G2 B4-U0-G2
170 B3-U0-G3 B3-U0-G3 B3-U0-G2 B3-U0-G3 B4-U0-G2
180 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G2
BUG Ratings: 3000K (30K)
All data nominal. IES files for all CCTs are available at leotek.com.

BUG Ratings: 4000K (40K) and 5000K (50K)
All data nominal. IES files for all CCTs are available at leotek.com.

Type 2 Type 3R Type 3F Type 4 Type 5
Product &
LED Code Output Code BUG Rating
BUG
Rating
BUG
Rating
BUG
Rating
BUG
Rating
GCM1 60J
095 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
105 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
115 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
125 B3-U0-G3 B2-U0-G2 B2-U0-G2 B2-U0-G2 B4-U0-G2
135 B3-U0-G3 B2-U0-G2 B2-U0-G2 B2-U0-G2 B4-U0-G2
GCM2 60J
140 B3-U0-G3 B2-U0-G2 B2-U0-G2 B2-U0-G2 B4-U0-G2
155 B3-U0-G3 B2-U0-G2 B3-U0-G2 B3-U0-G2 B4-U0-G2
GCM3 60J
170 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G2 B4-U0-G2
185 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G2
190 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G2
409

Page 5 of 5 ends

Optical Distribution
(Each square block represents one mounting height, MH)
Type 2R
MH
Type 3F
MH
Type 3R
MH
Type 4
MH
Type 5
MH
GreenCobra™ Midsize LED Street Light
GCM J-Series Specification Data Sheet
410
©2020 Leotek Electronics USA. GCJ_J-Series_Specification Sheet_08-26-2020. Specifications subject to change without notice. Page 1 of 5 Model* LED
Code Voltage Color Temperature Distribution Finish1 Output Code2 Options GCJ1*
GCJ2*
GCJ3*
30J MV
HV
120-277V
347-480V
27K
30K
40K
50K
2700K
3000K
4000K
5000K
2R
3R
3F
4 5
Type 2
Type 3R
Type 3F
Type 4
Type 5
GY
DB
BK
Gray
Dark
Bronze
Black
Refer to Page
3 to select the
performance
code.

Ordering Information
Sample Catalog No. GCJ1-30J-MV-40K-2R-GY-055-PCR7-WL
Luminaire Data
Weight 7.7 lbs [3.5 kg]
EPA 0.39 ft2
Project
Type
Catalog No.

GreenCobra™ Jr. LED Street Light
GCJ J-Series Specification Data Sheet

9.6”
[243 mm]

18.4”
[466 mm]
* Refer to performance data table on page 3 for specific model with corresponding output code QTY: 8
070
411
©2020 Leotek Electronics USA. GCJ_J-Series_Specification Sheet_08-26-2020. Specifications subject to change without notice. Page 2 of 5 Luminaire Specifications
Housing
Die cast aluminum housing with universal
two-bolt slip fitter mounts to 1-1/4” to 2”
(1-5/8” to 2-3/8” O.D.) diameter mast arm.

Field adjustments can be made with the output
selector included in the fixture. Field adjustable
range shown in performance data table.

Quality Control
Every luminaire is performance tested before
and after a 2-hour burn-in period. Assembled
in the USA.

Optical Systems
Micro-lens optical systems produce IESNA
Type 2, Type 3, Type 4, or Type 5 distributions
and are fully sealed to maintain an IP66 rating.

Maximum THD rating of 20%. Class 1 or Class

Controls
3-Wire photocontrol receptacle is standard.

ANSI C136.41 7-wire (PCR7) photocontrol
receptacles is available. All photocontrol
receptacles have tool-less rotatable bases.

Wireless control module is provided by others.

Finish meets scribe creepage rating 8 per ASTM
D1654. Finish tested 500 hours in UV exposure
per ASTM G154 and meets ASTM D523 gloss
retention.

International Dark Sky Association listed.

Warranty
10-year limited warranty is standard on
luminaire and components. See Leotek.com for
warranty details.

Vandal Resistance
Housing and optics rated to IK10
Certification and Compliance
Luminaire complies with:

ANSI: C136.2, C136.3, C136.10, C136.13,
C136.15, C136.22, C136.31, C136.35, C136.37,
C136.41, C62.41, C78.377, C82.77
Other: FCC 47 CFR, IEC 60598, ROHS II, UL
1449, UL 1598
GreenCobra™ Jr. LED Street Light
GCJ J-Series Specification Data Sheet
Order Code Color RAL # Pantone
Equivalent
GY Gray 7040 429C
BK Black 9004 426C
DB Dark Bronze 6022 BLACK 2C
Color Specifications
Model Number 60,000 Hours* 80,000 Hours 100,000 Hours
All GCJ 30J >98.9% >98.7% >98.5%
TM21 Lumen Maintenance per IES TM21-11 Calculation
*Calculation based on IES position statement on Lumen Maintenance Life Projections 412
©2020 Leotek Electronics USA. GCJ_J-Series_Specification Sheet_08-26-2020. Specifications subject to change without notice. Page 3 of 5 Product LED Code Output Code System
Wattage (W)
Delivered
Lumens (Lm)1
Efficacy
(Lm/W)
System Drive
Current (mA)2
Field Adjustable
Output Range
GCJ1 30J
025 17 2669 157 250
045 27 4299 161 420
050 30 4830 161 480
055 34 5532 163 530
GCJ2 30J
060 37 5883 159 590
070 44 6864 156 700
GCJ3 30J
075 49 7256 149 780
080 54 7992 148 860
085 58 8468 146 930
090 64 9216 144 990
095 67 9648 144 1050
Product LED Code Output Code System
Wattage (W)
Delivered
Lumens (Lm)1
Efficacy
(Lm/W)
System Drive
Current (mA)2
Field Adjustable
Output Range
GCJ1 30J
025 17 2533 149 250
040 27 4058 152 420
045 30 4560 152 480
050 34 5223 154 530
GCJ2 30J
055 37 5550 150 590
065 44 6425 146 700
GCJ3 30J
070 49 7062 145 780
075 54 7722 143 860
080 58 8236 142 930
090 64 8960 140 990
095 67 9380 140 1050
GreenCobra™ Jr. LED Street Light
GCJ J-Series Specification Data Sheet
Performance Data: 4000K (40K) and 5000K (50K)
All data nominal. IES files for all CCTs available at leotek.com.

Notes:
1 Nominal lumens. Normal tolerance ± 10% due to factors including distribution type, LED bin variance, and ambient temperatures.

2. System drive current values (maximum LED drive current is 350mA).

Notes:

1. Nominal lumens. Normal tolerance ± 10% due to factors including distribution type, LED bin variance, and ambient temperatures.

2. System drive current values (maximum LED drive current is 350mA).

Performance Data: 3000K (30K)
All data nominal. IES files for all CCTs available at leotek.com.

Notes:
1 Nominal lumens. Normal tolerance ± 10% due to factors including distribution type, LED bin variance, and ambient temperatures.

2. System drive current values (maximum LED drive current is 350mA). 413
©2020 Leotek Electronics USA. GCJ_J-Series_Specification Sheet_08-26-2020. Specifications subject to change without notice. Page 4 of 5 GreenCobra™ Jr. LED Street Light
GCJ J-Series Specification Data Sheet
Type 2R Type 3R Type 3F Type 4 Type 5
Product &
LED Code Output Code BUG Rating
BUG
Rating
BUG
Rating
BUG
Rating
BUG
Rating
GCJ1 30J
025 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
045 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
050 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
055 B2-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B3-U0-G1
GCJ2 30J
060 B2-U0-G1 B1-U0-G1 B1-U0-G2 B1-U0-G1 B3-U0-G1
070 B2-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B3-U0-G1
GCJ3 30J
075 B2-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
080 B2-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
085 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
090 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
095 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G2
BUG Ratings: 4000K (40K) and 5000K (50K)
All data nominal. IES files for all CCTs are available at leotek.com.

Type 2R Type 3R Type 3F Type 4 Type 5
Product &
LED Code Output Code BUG Rating
BUG
Rating
BUG
Rating
BUG
Rating
BUG
Rating
GCJ1 30J
025 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1
035 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
040 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
045 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1
GCJ2 30J
050 B2-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B3-U0-G1
060 B2-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B3-U0-G3
GCJ3 30J
065 B2-U0-G2 B1-U0-G2 B1-U0-G2 B1-U0-G2 B3-U0-G1
075 B2-U0-G2 B1-U0-G2 B1-U0-G2 B2-U0-G2 B3-U0-G1
080 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
085 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G1
090 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G3
BUG Ratings: 2700K (27K)
All data nominal. IES files for all CCTs are available at leotek.com. 414
©2020 Leotek Electronics USA. GCJ_J-Series_Specification Sheet_08-26-2020. Specifications subject to change without notice. Page 5 of 5 Optical Distribution
(Each square block represents one mounting height, MH)
Type 2R
MH
Type 3F
MH
Type 3R
MH
Type 4
MH
Type 5
MH
GreenCobra™ Jr. LED Street Light
GCJ J-Series Specification Data Sheet
415
DMS (Reference=L83076-5)
EFW SPEC20221213_172242_10361_0
12-29-2022 Page 1 / 6
TYPE 6
Qty 44 Luminaire DMS50-80W48LED4K-G3-LE3F-UNV-DMG-BAC-HS-BKTX Description of Components:

Hood: A die cast A360.1 aluminum dome complete with a cast-in technical ring with latch and hinge. The mechanism shall offer tool-free access to the inside of the luminaire. An embedded memory-retentive gasket shall ensure weatherproofing.

Housing: In a round shape, this housing is made of cast 356 aluminum, c/w a watertight grommet, mechanically assembled to the bracket with four bolts 3/8-16 UNC. This suspension system permits for a full rotation of the luminaire in 90 degree increments.

Light Engine: LEDgine composed of 5 main components: Heat Sink / Lens / LED Module / Optical System / Driver Electrical components are RoHS compliant.

Heat Sink: Heat Sink: Made of die cast A360 aluminum optimising the LEDs efficiency and life, complete with a cast in skirt and technical ring. Product does not use any cooling device with moving parts (only passive cooling device) Lens: Made of soda-lime clear tempered flat glass lens, mechanically assembled and sealed onto the lower part of the heat sink.

LED Module: Composed of 48 high-performance white LEDs. Color temperature as per ANSI/NEMA bin Neutral White, 4000 Kelvin nominal (3985K +/- 275K or 3710K to 4260K), CRI 70 Min. 75 Typical.

Optical System: (LE3F), IES type III (asymmetrical). Composed of high-performance optical grade PMMA acrylic refractor lenses to achieve desired distribution optimized to get maximum spacing, target lumens and a superior lighting uniformity.

Optical system is rated IP66. Performance shall be tested per LM-63, LM-79 and TM-15 (IESNA) certifying its photometric performance. Street side indicated. Complete with a (HS) House side shield.0% uplight and U0 per IESNA TM-15.

EPA: 1.42 sq ft / weight: 42 lb (19.1 kg)
Note: 3D image may not represent color or option selected.

Logos above include link, click to access.
416
DMS (Reference=L83076-5)
EFW SPEC20221213_172242_10361_0
12-29-2022 Page 2 / 6
Driver: High power factor of 90% minimum. Electronic driver, operating range 50/60 Hz. Auto-adjusting universal voltage input from 120 to 277 VAC rated for both application line to line or line to neutral, Class 1, THD of 20% max.

Maximum ambient operating temperature from -40F(-40C) to 130F(55C) degrees. Driver comes with dimming compatible 0-10 volts.

The current supplying the LEDs will be reduced by the driver if the driver experiences internal overheating as a protection to the LEDs and the electrical components. Output is protected from short circuits, voltage overload and current overload.

Automatic recovery after correction. Standard built-in driver surge protection of 2.5kV (min).

Driver Options: (DMG), Dimming compatible 0-10 volts. For applicable warranty, certification and operation guide see Lumec dimmable luminaire specification document for unapproved device installed by other. To get document, click on this link: Specification document or go on web site on this address:
https://www.signify.com/b-dam/signify/en-us/brands/lumec/Lumec-un-approved-control-device-installed-by-others-7_d.pdf Surge Protector: Surge protector tested in accordance with ANSI/IEEE C62.45 per ANSI/IEEE C62.41.2 Scenario I Category C High Exposure 10kV/10kA waveforms for Line-Ground, Line-Neutral and Neutral-Ground, and in accordance with U.S. DOE (Department of Energy) MSSLC (Municipal Solid-State Street Lighting Consortium) model specification for LED roadway luminaires electrical immunity requirements for High Test Level 10kV / 10kA.

Luminaire Options: (BAC), Meets the requirements of the Buy American Act of 1933 (BAA) (HS), House side shield. 417
DMS (Reference=L83076-5)
EFW SPEC20221213_172242_10361_0
12-29-2022 Page 3 / 6
Configuration
TYPE 6
Qty 44 Bracket OM-1A-RC-BKTX
Description of Components:

Arm: Shall be made from two 6061-T6 aluminum tubes, 1 5/8" (41mm) outside diameter, welded.

Central Adaptor: Made of aluminum 6061-T6, 4" (102mm) outside diameter, complete with a tenon penetrating 12" (305mm) inside the pole. The tenon shall be mechanically fastened to the pole by two sets of three set-screws at 120 degrees around the pole.

Bracket Options: (RC),Receptacle for twist lock type photocell, accepts up to 480 volt. (Cell not included) Bracket Properties (Weight and EPA): 18 lbs (8.2 kg), 1.83 ft² 418
DMS (Reference=L83076-5)
EFW SPEC20221213_172242_10361_0
12-29-2022 Page 4 / 6
Description of Components:

Wiring: Gauge (#14) TEW/AWM 1015 or 1230 wires, 6" (152mm) minimum exceeding top of the bracket.

Hardware: All exposed screws shall be complete with Ceramic primer-seal basecoat to reduce seizing of the parts and offers a high resistance to corrosion. All seals and sealing devices are made and/or lined with EPDM and/or silicone and/or rubber.

Finish: Color to be black textured RAL9005TX (BKTX) and in accordance with the AAMA 2603 standard. Application of polyester powder coat paint (4 mils/100 microns) with ± 1 mils/24 microns of tolerance. The Thermosetting resins provides a discoloration resistant finish in accordance with the ASTM D2244 standard, as well as luster retention in keeping with the ASTM D523 standard and humidity proof in accordance with the ASTM D2247 standard.

The surface treatment achieves a minimum of 2000 hours for salt spray resistant finish in accordance with testing performed and per ASTM B117 standard.

LED products manufacturing standard: The electronic components sensitive to electrostatic discharge (ESD) such as light emitting diodes (LEDs) are assembled in compliance with IEC61340-5-1 and ANSI/ESD S20.20 standards so as to eliminate ESD events that could decrease the useful life of the product.

Quality Control: The manufacturer must provide a written confirmation of its ISO 9001 and ISO 14001 International Quality Standards Certification.

Vibration Resistance: The DMS50 meets the ANSI C136.31, 2010, American National Standard for Roadway Luminaire Vibration specifications for Bridge/overpass applications. (Tested for 3G over 100 000 cycles) Web site information details: / cULus Certification
Miscellaneous
419
DMS (Reference=L83076-5)
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12-29-2022 Page 5 / 6
420
DMS (Reference=L83076-5)
EFW SPEC20221213_172242_10361_0
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421
Corporate Office
8440 Florin Road, Sacramento, CA 95828
P.O. Box 299007, Sacramento, CA 95829
PH: 916.395.8800 FX: 916.429.2817
File Ref: N:\Company\Docs\55030\55030_3.doc Page 1 of 1 January 31, 2023
Joanna Ortiz
City of West
Sacramento
1951 S. River Rd. West
Sacramento, CA 95691
Re: ELECTRICAL MATERIALS FOR THE WA

DISTRICT LIGHTING AND SAFETY PROJECT /

WEST SAC
Submittal for approval
Project Ref. # T-55030
Joanna :

We have enclosed (1) sets of submittal material pertaining to the above-mentioned project.

Note the following items regarding this submittal:
 The State of California will no longer allow mercury contactors to be shipped into the state. For any city to continue using mercury contactors will require a written exemption from the State of California. If the City of West Sacramento has an exemption, please provide a copy with the returned submittal and we will revise to mercury contactors.

Currently Tesco has submitted the contactor type used by Caltrans.

Please return one (1) set of approved drawings to our office for our records. Please note production will not start until a signed and approved submittal is returned.

Shipment will be 8-10 weeks after approved drawings have been received. This time frame is subject to change. You are welcome to verify current lead times at any time.

Tesco recommends that you do not pour the concrete foundation until approved submittals are received.

This is to ensure that the proper foundation is poured in the event that there are any changes to the submittal package that would require a change in the dimensions.

By pouring the concrete foundation prior to approval being received, you as Tesco’s customer will be assuming responsibility for any changes to the foundation.

We hope this submittal meets with your approval and look forward to working with you further on this project. Please feel free to contact us at (916) 395-8800 to discuss any questions or comments you may have.

Sincerely,
Lloyd Bonachita
Production Drafter 1
TESCO Controls, Inc.
[email protected]
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 1 of 27 1/31/23 422

ELECTRICAL MATERIALS FOR THE WA

DISTRICT LIGHTING AND SAFETY PROJECT / WEST SAC
SUBMITTAL FOR APPROVAL #1
T – 55030

January 31, 2023
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 2 of 27 1/31/23 423
Bill of Materials
Job Name:

Job No.: T 55030
Printed: Jan 31, 2023
Rev. Date: Project Engr.: HS
Rev. No: 0
27-22 SERIES
Description Manufacturer Part Number
Item
No.

Unit
Qty
Tag
Ref.

Drawing
Symbol
Owner: JAM SERVICES
27-000

ENCLOSURE & METAL COMPONENTS
ENCLOSURE, TYPE III SERVICE, TYPE 3R, 100 AMP,
120/240 VOLT, 1PH, 3W, 20"WX30"HX10.25"D,

ANODIZED ALUMINUM

1.00 3 TESCO EN-27-000LB-AP
METER HEAD, TYPE 3R, 100 AMP 120/240 VOLT, 1 PH,
3W, 20"Wx20"Hx10.25"D, ANODIZED ALUMINUM

2.00 3 TESCO EN-090-AP

3.00 3 1 1/2" EXTENSION ANODIZED ALUMINUM TESCO AP1.5EXT

4.00 3 090 100 AMP 4 JAW METER COVER TESCO MSG-090-4J-1A

5.00 3 METER COVER CROSS BAR TESCO 30043-1

6.00 3 090 100 AMP 4 JAW TEST BLOCK COVER TESCO TBC-090-4J-1A

7.00 9 HANDLE TESCO 921-01

8.00 3 BACKPAN 14 1/2"x34 1/2" TESCO 27LBP

9.00 3 27-000LB DEADFRONTS TESCO 27LBDF1R

10.00 6 6 1/2 FEET STAND OFF TESCO 6.5FSO

11.00 3 14 POLE BREAKER PLATE TESCO 14BP

TERMINATION COMPONENTS

20.00 3 SOCKET, METER, 4 JAW, 100 AMP CIRCLE A-W 1004CD

21.00 6 TEST/BYPASS BLOCK, 100 AMP CIRCLE A-W 20258A

22.00 3 GROUND LUG ILSCO TA-2/0

23.00 3 LANDING PAD MARATHON 1433554

24.00 3 COVER MARATHON CC1433

25.00 12 NEUTRAL LUG ILSCO TA-2/0

26.00 3 GROUND BAR, COPPER ILSCO D167-8

27.00 3 NEUTRAL BUSS ISOLATED ILSCO D167-8

POWER DISTRIBUTION COMPONENTS

30.00 3 CIRCUIT BREAKER, 100A 3P, 240V, 10K AIC EATON QC3100H

31.00 9 CIRCUIT BREAKER, 40A 1P, 120V, 10K AIC EATON QC1040

32.00 9 CIRCUIT BREAKER, 30A 1P, 120V, 10K AIC EATON QC1030

33.00 9 CIRCUIT BREAKER, 15A 1P, 120V, 10K AIC EATON QC1015

LOCK, CIRCUIT BREAKER HANDLE, PADLOCKABLE, (
"QUICKLAG TYPE C" FRAME) 1,2OR 3 POLES,

LOCKABLE ON/OFF

34.00 3 EATON QC123PL

CONTROL COMPONENTS
CONTACTOR, 60A 3P, 120VAC COIL, ELECTRICALLY
HELD

50.00 3 EATON C25FNF360A
CONTACTOR, 30A 1P, 120VAC COIL, ELECTRICALLY
HELD

51.00 3 EATON C25ANB130A
Corporate Headquarters: 8440 Florin Road, Sacramento, Ca 95828 - Ph: 916.395.8800 Page: 1 of 4 CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 3 of 27 1/31/23 424
Bill of Materials
Job Name:

Job No.: T 55030
Printed: Jan 31, 2023
Rev. Date: Project Engr.: HS
Rev. No: 0
27-22 SERIES
Description Manufacturer Part Number
Item
No.

Unit
Qty
Tag
Ref.

Drawing
Symbol
Owner: JAM SERVICES
PHOTO CELL, IR FILTERED SENSOR, 105-305 VAC,

POLYCARBONATE HOUSING AND WINDOW, TWIST
LOCK CONNECTOR, INSTANT "ON", 3-5 SECOND
"OFF" DELAY

52.00 3 TORK 5237-UL

PHOTO CELL MOUNTING BASE, WITH MOUNTING
BRACKET, NEMA TWISTLOCK RECEPTACLE, 480VAC,
15 AMP RATING

53.00 3 INTERMATIC k122

54.00 3 SWITCH, CONTROL, 120V, SPST HUBBELL HBL11
TERMINAL BLOCK, FEED-THROUGH, 600V RATED
(120VAC), 30A, #26-10 AWG, COLOR: GRAY (UT 4)

55.00 9 PHOENIX CONTA 3044102
TERMINAL BLOCK END COVER, FITS UT 4 & UT 6
STYLE, COLOR: GRAY (D-UT 2,5/10)

56.00 3 PHOENIX CONTA 3047028

57.00 6 TERMINAL END STOP PHOENIX CONTA 800886

SHIP LOOSE

60.00 3 5/8" X 18" X 4" ANCHOR BOLTS (SET OF 4) TESCO TAB58184 Corporate Headquarters: 8440 Florin Road, Sacramento, Ca 95828 - Ph: 916.395.8800 Page: 2 of 4 CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 4 of 27 1/31/23 425
Bill of Materials
Job Name:

Job No.: T 55030
Printed: Jan 31, 2023
Rev. Date: Project Engr.: HS
Rev. No: 0
27-22 SERIES
Description Manufacturer Part Number
Item
No.

Unit
Qty
Tag
Ref.

Drawing
Symbol
Owner: JAM SERVICES
22-000BBS

ENCLOSURE & METAL COMPONENTS
BBS ENCLOSURE, TYPE 3R, 20"Wx46"Hx10"D,

ANODIZED ALUMINUM

1.00 3 TESCO EN-22-000BBS-AP

2.00 3 BBS THERMOSTAT BRACKET TESCO BBSTBRK

3.00 3 BBS MODULE BOX TESCO BBSMODULES

4.00 3 BBS BACK PAN FOR BRAIN TESCO BBSMODBP

5.00 3 BBS BUCKET INVERTER (TEXTURE BLACK) TESCO BBSBI

6.00 3 BBS INVERTER WRAP (TEXTURE BLACK) TESCO BBSIW

7.00 3 BBS FILTER AND FAN BRACKET TESCO BBSFB

8.00 3 UPS RETAINING BRACKET TESCO BBSRTB

9.00 3 BBS HANDLE TESCO 9611-ZN

CONTROL COMPONENTS

15.00 3 TERMINAL BLOCK MARATHON 985 GP 04
CIRCUIT BREAKER, 5 AMP, 80VDC, 1 POLE, 10KAIC,
DIN RAIL MOUNT, (SKU# QYN18U205)

16.00 3 CBI QY-1-13-DM-U2-05
CIRCUIT BREAKER, MINIATURE, 5 AMP, 120 VAC, 1
POLE, 10 KAIC

17.00 3 CBI QL-1-13-DM-KM-05
THERMOSTAT, NO, RANGE 30-140 DEGREES, 15 AMP,
120 VOLT

18.00 3 HOFFMAN A-TEMNO

19.00 3 FAN, COOLING, 55 CFM, 120VAC ORION FANS FAN-KIT-4

20.00 3 AIR FILTER 4.1870 x 7.5 x 0.44 ELECTROMAZE MLF-4

21.00 3 SWITCH, 30A 2 POSTION, SCREW TERMINALS NKK NKKS-822 RELAY, 2 POLE, 24VC W/INDICATOR, 10A

MULTIPURPOSE CONTACT

22.00 6 IDEC RH2B-UL-24VDC

23.00 6 SOCKET, RELAY, 8 BLADE IDEC SH2B-05

24.00 3 RELAY, 24V DC COIL FINDER 66.82.9.024.0000

25.00 3 RELAY, ADAPTER FINDER 06607
RELAY, DPDT, 10 AMP, INDICATOR, 8 PIN OCTAL,
120VAC COIL

26.00 3 IDEC RR2P-UL-AC120V

27.00 3 SOCKET, RELAY, 8 PIN OCTAL IDEC SR2P-06

28.00 3 RELAY, TIME DELAY, ON DELAY, 1 MIN-10 HOUR IDEC RTE-B1A-D24

29.00 3 SOCKET, RELAY, 11 BLADE IDEC SR3B-05

30.00 3 COUNTER, 8 DIGITAL LCD EATON E5-024-C0400

31.00 3 TIMER, 8 DIGITAL LCD EATON E5-224-C0440

32.00 3 RECEPTACLE, 15 AMP, 125 VOLT, SIMPLEX HUBBELL HBL-5251-I

33.00 3 ANGLE PLUG, 15 AMP, 125 VOLT, NEMA 5-15P HUBBELL 5266-CA

34.00 57 TERMINAL BLOCK, #10-22 AWG, 30AMP, 600V SPRECHER & SC V7-W4 BLOCK, POWER DISTRIBUTION, 2-POLE., 2 ea 2/0-#14
LINE/6ea #4-#14 LOAD

35.00 3 MARATHON 1432555

36.00 3 COVER MARATHON CC1432

37.00 3 GROUND BAR, COPPER ILSCO D-167-8
Corporate Headquarters: 8440 Florin Road, Sacramento, Ca 95828 - Ph: 916.395.8800 Page: 3 of 4 CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 5 of 27 1/31/23 426
Bill of Materials
Job Name:

Job No.: T 55030
Printed: Jan 31, 2023
Rev. Date: Project Engr.: HS
Rev. No: 0
27-22 SERIES
Description Manufacturer Part Number
Item
No.

Unit
Qty
Tag
Ref.

Drawing
Symbol
Owner: JAM SERVICES

UNINTERRUPTIBLE POWER SUPPLY, LINE-INT,
SINEWAVE, TOWER 2000 VA,

38.00 3 MARATHON POW TTWN-2002-01
BATTERY MODULE, 24VDC FUSED, 18AH, W/

ANDERSON CONNECTOR

39.00 18 M&K ES-24-18 KIT

40.00 12 TERMINAL BLOCK END ANCHOR SPRECHER & SC V7-EA35

41.00 3 END CAP BARRIERS SPRECHER & SC V7-EB3

42.00 12 TERMINAL BLOCK, THREE TERMINAL BUSSMANN NDN3
CIRCUIT BREAKER, 20 AMP, 120VAC, 1 POLE, 10kAIC,
DIN RAIL MOUNT, (SKU# QL18KM20)

43.00 12 CBI QL-1-13-DM-KM-20

44.00 3 COMM. CORD SJS 700-01179
BBS OPTION 3 - GENERATOR
GENERATOR RECEPTACLE W/ COVER ( 50AMP

FLANGED INLET)

45.00 3 HUBBELL 7968
BBS OPTION 7 - AUTOMATIC TRANSFER SWITCH

45.00 3 BBS ATS BOX TESCO BATSBX
RELAY, 2POLE, 120VAC W/INDICATOR, 10A

MULTIPURPOSE CONTACT

46.00 3 IDEC RH2B-UL-120VAC

47.00 3 FUSE, 15 AMP, 250 VAC, TIME DELAY, (1/4" x 1 1/4") BUSSMANN MDL-15 FUSEHOLDER, W/BLOWN FUSE INDICATOR, 110-220
VAC

48.00 3 BUSSMANN HKL

49.00 3 SOCKET, RELAY, 8 BLADE IDEC SH2B-05

50.00 3 SWITCH, 30A 2 POSTION, SCREW TERMINALS NKK NKKS-822

51.00 3 TERMINAL BLOCK END ANCHOR SPRECHER & SC V7-EA35

52.00 3 END CAP BARRIERS SPRECHER & SC V7-EB3

53.00 18 TERMINAL BLOCK, #10-22 AWG, 30AMP, 600V SPRECHER & SC V7-W4 End of Bill of Materials
Corporate Headquarters: 8440 Florin Road, Sacramento, Ca 95828 - Ph: 916.395.8800 Page: 4 of 4 CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 6 of 27 1/31/23 427
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 7 of 27 1/31/23 428
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 8 of 27 1/31/23 429
Volume 4—Circuit Protection CA08100005E—October 2015 www.eaton.com V4-T1-21 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1

1.1 Miniature Circuit Breakers and Supplementary Protectors Industrial Circuit Breakers
Product Selection
QUICKLAG Type: QC 10,000A Interrupting Capacity Thermal-Magnetic Breakers QUICKLAG Type: QC Non-Automatic Switches
Notes
1 Not UL listed.
2 Switching duty rated for 120 Vac fluorescent light applications only.

For special low-magnetic breaker, order QC1015L1 or QC1020L1.Non-automatic switches, see Page V4-T1-42.

Continuous
Ampere Rating
at 40°C
Single-Pole Two-Pole Two-Pole Three-Pole Four-Pole
120/240 Vac 120/240 Vac 240 Vac 240 Vac 240 Vac
Catalog Number Catalog Number Catalog Number Catalog Number Catalog Number 5 QC1005 1 QC2005 1 ———
10 QC1010 QC2010 QC2010H 1 QC3010H 1 —
15 QC1015 2 QC2015 QC2015H QC3015H QC4015H
20 QC1020 2 QC2020 QC2020H QC3020H QC4020H
25 QC1025 QC2025 QC2025H QC3025H QC4025H
30 QC1030 QC2030 QC2030H QC3030H QC4030H
35 QC1035 QC2035 QC2035H QC3035H QC4035H
40 QC1040 QC2040 QC2040H QC3040H QC4040H
45 QC1045 QC2045 QC2045H QC3045H QC4045H
50 QC1050 QC2050 QC2050H QC3050H QC4050H
55 QC1055 QC2055 QC2055H QC3055H QC4055H
60 QC1060 QC2060 QC2060H QC3060H QC4060H
70 QC1070 QC2070 QC2070H QC3070H QC4070H
70 — QC2080 QC2080H QC3080H QC4080H
90 — QC2090 QC2090H QC3090H QC4090H
100 QC1100 QC2100 QC2100H QC3100H QC4100H
Continuous
Ampere Rating
at 40°C
Single-Pole Two-Pole Two-Pole Three-Pole Four-Pole
120/240 Vac 120/240 Vac 240 Vac 240 Vac 240 Vac
Catalog Number Catalog Number Catalog Number Catalog Number Catalog Number 50 QC1050N — QC2050N QC3050N —
60 QC1060N — QC2060N QC3060N —
100 QC1100N — QC2100N QC3100N —

QUICKLAG
Type QC Single-Pole
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 9 of 27 1/31/23 430
pe.eaton.com
QC123PL
UPC:786679971079
Dimensions:
● Height: .6 IN
● Length: 2.7 IN
● Width: 1 IN
Weight:.02 LB
Notes:Can lock in ON or OFF position. Order in
multiples of 10.

Warranties:
● 1 year
Specifications:
● Type: Padlockable
● Circuit Breaker Type: QC
Number Of Poles: Single-pole, two-pole, threepole
●
● Connection: Cable-in/Cable-out
Supporting documents:
● Eatons Volume 4-Circuit Protection
● Eaton Specification Sheet - QC123PL
Certifications:
● UL Listed
● CSA Certified
Product compliance: No Data
______________________________________________________________________ © 2016 Eaton. All rights reserved.

CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 10 of 27 1/31/23 431
pe.eaton.com
Eaton definite purpose
contactor
C25FNF360A
UPC:782113476131
Dimensions:
● Height: 3.75 IN
● Length: 3.97 IN
● Width: 2.63 IN
Weight:2.8 LB
Notes:Resitive Load rating per pole
Warranties:
● 1 year
Specifications:
● Connection: Quick
● Amperage Rating: 60A
● Coil: 110-120 Vac, 50/60 Hz
● Enclosure: Open with metal mounting plate
● Frame Size: 15-50A, two- and three-pole
● Model: Contactor
● Number Of Poles: Three-pole
● Resistive Load: 75A
Terminals: Box lugs (posidrive setscrew) and
quick connect terminals (side-by-side)
●
● Type: Non-reversing
Supporting documents:
● Eatons Volume 5-Motor Control and Protection
● C25FNF3 AutoCAD 2D Footprint (mm)
● C25FNF3 AutoCAD 2D Footprint
● C25FNF3 3D Inventor
● C25FNF3 2D PDF
● C25FNF3 3D Model Xchange
● Eaton Specification Sheet - C25FNF360A
Certifications:
● CSA Certified
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 11 of 27 1/31/23 432
● UL Recognized
Product compliance:
● RoHS Compliant
______________________________________________________________________ © 2016 Eaton. All rights reserved.

CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 12 of 27 1/31/23 433
Compact Contactors – Overview
• Ideal for HVAC applications
• Compact, 20-40A, 1- and 2-pole contactors
• Current rated and horsepower/kW rated
• Effi cient design, low VA coil and straight-through wiring • Design effectively limits dust and other contaminants from magnet structure
• UL Recognized, CSA certifi ed, ARI 780/790 Standard, RoHS Complaint, CE marked Compact Contactors – Model Selection
Ampere Ratings 1
Maximum Motor
Horsepower
Maximum Motor
Kilowatts
Catalog Number 2, 3
Inductive
Full Load Resistive
Locked Rotor
240 - 277V 480V 600V 115V 230V 115V 230V
Single-Pole
25 30 150 50 40 2 3 1.5 2.2 C25ANB125_
30 40 150 75 50 2 5 1.5 3.7 C25ANB130_
40 50 240 200 160 3 7-1/2 2.2 5.5 C25ANB140_
Single-Pole with Shunt
25 30 150 50 40 2 3 1.5 2.2 C25CNB125_
30 40 150 75 50 2 5 1.5 3.7 C25CNB130_
40 50 240 200 160 3 7-1/2 2.2 5.5 C25CNB140_
Double-Pole
20 30 120 100 80 1-1/2 3 1.1 2.2 C25BNB220_
25 35 150 125 100 2 3 1.5 2.2 C25BNB225_
30 40 150 125 100 2 5 1.5 3.7 C25BNB230_
40 50 240 200 160 3 7-1/2 2.2 5.5 C25BNB240_
1 Rating per pole.
2 Incomplete catalog number. Replace underscore (_) with coil suffi x letter from the table below. 3 Bulk pack quantities are available in quantities of 50, contact local sales offi ce.

Magnet Coil –
Selection
AC Coil Voltage
50/60 Hz Coil Suffi x
24 T
110 - 120 A
208 - 240 B
277 H
380 - 415 (50 Hz);
440 - 80 (60 Hz)
C
Quick Selector TD03501001E Effective April 2009
Defi nite Purpose Contactors
for the Construction Market
Compact 1-Pole Compact 2-Pole
Coil Characteristics
AC Coil Voltage
50/60 Hz
Max.

Inrush
VA
Max.

Sealed
VA
Max.

Sealed
Watts
Single-Pole
24, 120, 208/240,
277
33 6 2
Two-Pole
24, 120, 208/240,
277, 480
41 6.5 3
Factory Options
Description
Box lugs with quick connectors for
20-40A contactors:
1-Pole
1-Pole with shunt
2-Pole
To order, replace letter in sixth
position of catalog number with
letter F (ex. C25BNF240A)
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 13 of 27 1/31/23 434
Eaton Corporation
Electrical Group
1000 Cherrington Parkway
Moon Township, PA 15108
United States
877-ETN-CARE (877-386-2273)
Eaton.com
© 2009 Eaton Corporation
All Rights Reserved
Publication No. TD03501001E
April 2009
PowerChain Management is a registered
trademark of Eaton Corporation.

All other trademarks are property of their
respective owners.

Quick Selector TD03501001E
April 2009
Defi nite Purpose Contactors & Starters
for the Construction Market
50mm Contactors (15-360A, 2-, 3- and 4-Pole) – Overview • Ideal for HVAC, motor and non-motor resistive loads
• Contactors are dual-rated with inductive and resistive as well as horsepower and kilowatt ratings • Also available as starters with bi-metallic and solid-state overload relays • Open and enclosed versions
• UL Recognized, CSA certifi ed, ARI 780/790 Standard, CE marked, RoHS Complaint (15-50A only) 50mm Contactors (Open Type) – Model Selection
Rating in Amperes Max. Motor Horsepower Max. Motor Kilowatts Open Type with
Metal Mounting Plate
Open Type with
DIN Rail Adapter
Inductive
Full Load
Resistive
Per Pole Line Voltage
Locked
Rotor 1-Phase 3-Phase 1-Phase 3-Phase
Number of
Poles Catalog Number 1, 2 Catalog Number 1, 2
15 20 115
230
460
575
90 90
75 60
3/4
2 –
–
–
3 5
5 0.40

1.5 –
–
–

2.2 3.7

3.7 2
3 C25DND215_
C25DND315_
C25DRD215_
C25DRD315_
25 35 115
230
460
575
150
150
125
100
2 3
–
–
–
7-1/2
10 10

1.5 2.2
–
–
–

5.5 7.5

7.5 2
3 4
C25DND225_
C25DND325_
C25END425_
C25DRD225_
C25DRD325_
30 40 115
230
460
575
180
180
150
120
2 5
–
–
–
10 15
15 1.5

3.7 –
–
–

7.5 11
11 2
3 4
C25DND230_
C25DND330_
C25END430_
C25DRD230_
C25DRD330_
40 50 115
230
460
575
240
240
200
160
3 7-1/2
–
–
–
10 20
20 2.2

5.5 –
–
–

7.5 15
15 2
3 4
C25DNF240_
C25DNF340_
C25ENF440_
C25DRF240_
C25DRF340_
50 65 115
230
460
575
300
300
250
200
3 10
–
–
–
15 30
30 2.2

7.5 –
–
–
11 22
22 2
3 C25DNJ250_
C25DNJ350_
C25DRJ250_
C25DRJ350_
60-360 75-360 Additional C25 contactor models are available in higher amperage ratings. For a full model listing, consult the Controls Catalog (CA08102001E), Tab 35. 1 Incomplete model number, replace underscore (_) in catalog number with magnet coil suffi x from table below. 2 Carton quantities, including 20 individually packaged units, are available for 2- and 3-pole units through 60A inductive.

Magnet Coil – Selection
Coil
Voltage Coil
Suffi x
Coil
Voltage
Coil
Suffi x
3 Class H AC coils available as option for 15A to 50A
contactor. Add 2 before AC coil suffi x letter.
4 Available through 75A.
5 Available through 120A.
6 104 – 120V 50/60 Hz for 60A, 75A and all 4-pole
contactors (25A – 40A).
7 Available 120-360A.
8 Available 15-90A, others 240V.
9 Available through 50A.
10 Contactors with DC coils (only available up to
75A) include an early break NC auxiliary contact,
C320KGD1. See the Controls Catalog (CA08102001E),
Tab 35, for more details.
11 Available only for 15-75A contactors and 4-pole
contactors.
60 Hertz 50 Hertz
AC 3 DC 10
12 4
24 5
110-120 6
208 7
208-240 8
240 9
277
–
440-480
550-600
12 24
110-120 6
–
208-240
220
–
380-415
440-480
550-600
R
T
A
E
B
J
H
L
C
D
12 24
48 120
1R
1T
1W
1A 11
50mm DP Contactor NEMA 1 Enclosure
Auxiliary Contacts
(Side Mounted) –
Model Selection
Circuit
With Standard
Pressure Terminal
Plates
With Pressure Plate
and Quick Connect
Terminals
Catalog Number Catalog Number
For 15 to 75A
1NO
1NC
1NO-1NC
2NO
2NC
C320KG1
C320KG2
C320KG3
C320KG4
C320KG5
C320KG11
C320KG12
C320KG13
C320KG14
C320KG15
For 90A, 120 to 360A
Additional auxiliary contacts available. For a full model listing, see Options & Accessories the Control Products & Services Catalog (CA08102001E).

Additional factory-installed options (such as binding head screws, pressure plates and box lugs), a full offering of side-mounted auxiliary contacts, and separate NEMA 1 enclosures are available. For information on these options and accessories, see the Control Products & Services Catalog (CA08102001E), Tab 35.

CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 14 of 27 1/31/23 435
NSi Industries LLC s USA s sWWWNSIINDUSTRIESCOM 414

FEATURES

APPLICATIONS

TORK PHOTOCONTROLS

SPECIFICATIONS
NSi Industries LLC s USA s sWWWNSIINDUSTRIESCOM 5200-UL SERIES

INSTANT RESPONSE TURN-LOCK

PHOTOCONTROL
Designed meet local utility
standards for street and
HIGHWAYLIGHTINGCONTROLS
SENSOR: Molded sealed IR filtered sensor resists
effects of moisture and airborne contaminants. IR
filter responds to the light spectrum near to that of a human eye.

STANDARDS: Meets UL773 and ANSI
C136.10 including color designations. Also
meets EEI NEMA standards.

HOUSING: 0OLYCARBONATEHOUSINGANDWINDOW

UV stabilized for permanent color. Polycarbonate

PROVIDESHIGHIMPACTPERFORMANCE
mAMMABILITY

RESISTANCE
ANDELECTRICALLYSAFEOPERATIONS
ENERGY SAVINGS: ,ISTEDFORUSEWITH,%$LAMP

DRIVERS
CONTACTS: $#RELAYHASPOSITIVESNAPACTION

SWITCHING

REDUCINGBOUNCEANDPROLONGINGCONTACT
life. Fail ON for safety.

ON/OFF: Turn ON is 1.5 foot candle

/&&/.RATIOISAVERAGE
TIME DELAY: Instant ON/3-5 second
OFF.

CELL: Molded sealed IR filtered sensor
RELAY: 2ATEDLIFE
OPERATIONS
SURGE ARRESTOR: 360 joule MOV
METALOXIDEVARISTOR EXCEEDS!.3)AND
NEMA requirements.

LOCKING PRONGS: Solid brass for
maximum corrosion resistance and
ELECTRICALCONDUCTIVITY
CUSTOM: !VAILABLEFORCUSTOMDESIGN
to meet specific utility specification.

TEMPERATURE RANGE:
-40˚ to +158˚F (-40˚ to +70˚C).

FAIL MODE: ON.

WARRANTY: 6 years.

CAT.

NO.

UPC
CODE

VOLTAGE
(VAC) 50-60Hz COLOR

RATING LED

TUNGSTEN BALLAST DRIVER
NEW! 5237-UL 78895 105-305 Blue 1000W 1800VA 1000W
105 to 305 volt
single phase grounded
supplies and loads
D
Receptacle Surface
2 3/16"
3 3/16"
2"
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 15 of 27 1/31/23 436
Locking-Type Mounting, Thermal Type — K4500 Series
Easy to install; just plug in and twist. This series is equipped with standard 3-prong NEMA locking-type plug connections. Incorporates K4000 style thermal switch for reliable long life performance. Complies with ANSI C136.10.

Size – 3-3/4" (9.5 cm) High, 3" (7.6 cm) Diameter.

Model # Watts Tungsten VA Ballast Amps Tungsten Amps Ballast Volts K4521 1800 1000 15 8.3 120
K4524** 3100 1700 15 8.3 208
K4522 3600 2000 15 8.3 240
K4533** 4100 2300 15 8.3 277
K4535** 7200 4000 15 8.3 480
* Ballast rating meets UL testing at 50% power factor.
** Not CSA certified.

Accessories for Locking-Type Controls
Pole Bracket Adapter – Model K122 - 105 to 480 Volts; for use with K1200, K4500 or LC4500 Series locking-type controls. K121 – receptacle only, K121-30 receptacle with 30 inch leads.

Shorting Cap – Model K4500 - 105 to 480 Volts; replaces locking-type photo control to complete circuit.

Low Cost Locking-Type, Thermal Type — LC4500 Series
The LC4500 Series provides low cost reliable control for street lighting and other applications requiring a NEMA twist and lock type plug connection. An integral housing and lens, with UV protection, keeps moisture out and ensures long life. Complies with ANSI C136.10.

Activation – .5 FC minimum “ON”; 15 FC maximum “OFF”.

Size – 2-3/4" (7.0 cm) High, 3" (7.6 cm.) Diameter.

Color – Translucent with color coded band for voltage identification.

Model # Watts Tungsten VA Ballast Volts
LC4521C 1000 1000 120
LC4523 1700-2300 1700-2300 208-277
LC4527 5205 2880 347
LC4535** 7200 4000 480
LC4536C 1000-2300 1000-2300 120 or 208-277
LC4521LA 1000 1000 120
LC4523LA 1700-2300 1700-2300 208-277
LC4535LA** 7200 4000 480
LC4536LAC 1000-2300 1000-2300 120 or 208-277
LA Models equipped with 2400 volt open type spark gap arrester. * Ballast rating meets UL testing at 50% power factor.
** Not CSA certified.
3/4 lbs
.34 kg
UL773
E59121
5 Year
Warranty
C22.2-177
LR38068
LC4521C
.2 lbs
.09 kg
UL773
E59121
3 Year
Warranty
C22.2-55
LR38068
K4521
K122
K4500
K121
K121-30
Photo Controls
WEATHERPROOF • ENERGY CONTROLS • PROFESSIONAL LIGHTING • POOL & SPA • SURGE PROTECTION • CONSUMER 23 CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 16 of 27 1/31/23 437
OFF
ON

1.78"
(45.2)

0.62" (15.7)

0.48" (12.2)

0.31" (7.9)

0.37" (9.4)

0.56" (14.2)

0.67" (17.0)
ON
OFF
ON
OFF
Momentary
Screw Terminal Shown
Screw Terminal Shown

1.13"
(28.7)

1.13"
(28.7)
ON
ON
Screw Terminal Shown
OFF
OFF
ON
ON
Screw Terminal Shown
ON
ON
.61"
(15.5)
Momentary
Momentary
Screw Terminal Shown
.61" (15.5)
.61" (15.5)
.61" (15.5)
.61" (15.5)
.56"
(14.2)
.56"
(14.2)
.56"
(14.2)
.56"
(14.2)
.56"
(14.2)
HBL11
HBL123SP
C-12 www.hubbell-wiring.com Dimensions in Inches (mm)
10A 250V AC 20A 125V AC Horsepower Rated ¾ HP, 125-250V AC Description Terminal Catalog Numbers
Single pole/ Screw HBL11
single throw. Spade HBL11SP
Single pole/ Screw HBL11M
single throw Spade HBL11SPM
momentary.

Single pole/ Screw HBL12
double throw. Spade HBL12SP
Single pole/ Screw HBL123
double throw Spade HBL123SP
3-position
center off.

Single pole/ Screw HBL123MM
double throw Spade HBL123SPMM
3-position
center off
momentary.

Note: All threaded stems
R in.–32 thread.
10A 240V AC 15A 120V AC
Description Terminal Catalog Numbers
Single pole/ Screw HBL118
single throw.

Note:
R in.–32 thread.
4A 250V 8A 125V 10A 120V AC 1/3 HP 120V AC
Description Terminal Catalog Numbers
Single pole/ #18 Std. HBL11WL
single throw. AWG
Copper Wire
Leads 105° C
Black.

Note:
R in.–32 thread, keyway .080 x .035.

Switches
Heavy Duty Panel Mount
Bat Handle Switches
Panel Mount Bat Handle Switches Switches
Specifications
Impact Resistant Thermoplastic Body.

Fine Silver Contacts.

Knurled Nut, Hex Nut And Strap All
Nickel Plated.

Keyed Brass Bushing Nickel Plated.

Brass Toggle Nickel Plated.

Choice of Terminal Design:
.250 in. (6.3) Male Tab Spade Type
or 6/32 Screw Type.

UL Recognized.

CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 17 of 27 1/31/23 438
OFF
ON

1.78"
(45.2)

0.62" (15.7)

0.48" (12.2)

0.31" (7.9)

0.37" (9.4)

0.56" (14.2)

0.67" (17.0)
ON
OFF
ON
OFF
Momentary
Screw Terminal Shown
Screw Terminal Shown

1.13"
(28.7)

Single pole/ Screw HBL12
double throw. Spade HBL12SP
Single pole/ Screw HBL123
double throw Spade HBL123SP
3-position
center off.

Single pole/ Screw HBL123MM
double throw Spade HBL123SPMM
3-position
center off
momentary.

Note: All threaded stems
R in.–32 thread.
10A 240V AC 15A 120V AC
Description Terminal Catalog Numbers
Single pole/ Screw HBL118
single throw.

Note:
R in.–32 thread.
4A 250V 8A 125V 10A 120V AC 1/3 HP 120V AC
Description Terminal Catalog Numbers
Single pole/ #18 Std. HBL11WL
single throw. AWG
Copper Wire
Leads 105° C
Black.

Note:
R in.–32 thread, keyway .080 x .035.

Switches
Heavy Duty Panel Mount
Bat Handle Switches
Panel Mount Bat Handle Switches Switches
Specifications
Impact Resistant Thermoplastic Body.

Fine Silver Contacts.

Knurled Nut, Hex Nut And Strap All
Nickel Plated.

Keyed Brass Bushing Nickel Plated.

Brass Toggle Nickel Plated.

Choice of Terminal Design:
.250 in. (6.3) Male Tab Spade Type
or 6/32 Screw Type.

UL Recognized.

CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 18 of 27 1/31/23 439
PHOENIX CONTACT Deutschland GmbH Page 1 / 7
http://www.phoenixcontact.de Mar 24, 2010
Extract from the online
catalog
UT 4
Order No.: 3044102
http://eshop.phoenixcontact.de/phoenix/treeViewClick.do?UID=3044102 Feed-through modular terminal block, Type of connection: Screw connection, Screw connection, Cross section: 0.14 mm² - 6 mm², AWG 26 - 10, Width: 6.2 mm, Color: gray, Mounting type: NS 35/7,5, NS 35/15
Commercial data
EAN 4017918960391
Pack 50 pcs.

Customs tariff 85369010
Weight/Piece 0.009516 KG
Catalog page information Page 27 (CL-2009)
Product notes
WEEE/RoHS-compliant since:
01/01/2003
http://
www.download.phoenixcontact.com
Please note that the data given
here has been taken from the
online catalog. For comprehensive
information and data, please refer
to the user documentation. The
General Terms and Conditions of
Use apply to Internet downloads.

Technical data
General
Number of levels 1
Number of connections 2
Color gray
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 19 of 27 1/31/23 440
UT 4 Order No.: 3044102
http://eshop.phoenixcontact.de/phoenix/treeViewClick.do?UID=3044102 PHOENIX CONTACT Deutschland GmbH Page 2 / 7
http://www.phoenixcontact.de Mar 24, 2010
Insulating material PA
Inflammability class acc. to UL 94 V0
Dimensions
Width 6.2 mm
Length 47.7 mm
Height NS 35/7,5 47.5 mm
Height NS 35/15 55 mm
Technical data
Maximum load current 41 A (with 6 mm2
conductor cross section)
Rated surge voltage 8 kV
Pollution degree 3
Surge voltage category III
Insulating material group I
Connection in acc. with standard IEC 60947-7-1
Nominal current IN 32 A (with 4 mm² conductor cross section) Nominal voltage UN 1000 V
Open side panel ja
Connection data
Conductor cross section solid min. 0.14 mm²
Conductor cross section solid max. 6 mm²
Conductor cross section stranded min. 0.14 mm²
Conductor cross section stranded max. 6 mm²
Conductor cross section AWG/kcmil min. 26
Conductor cross section AWG/kcmil max 10
Conductor cross section stranded, with ferrule
without plastic sleeve min.

0.14 mm²
Conductor cross section stranded, with ferrule
without plastic sleeve max.
4 mm²
Conductor cross section stranded, with ferrule
with plastic sleeve min.

0.14 mm²
Conductor cross section stranded, with ferrule
with plastic sleeve max.
4 mm²
2 conductors with same cross section, solid min. 0.14 mm² 2 conductors with same cross section, solid max. 1.5 mm² 2 conductors with same cross section, stranded
min.

0.14 mm²
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 20 of 27 1/31/23 441
UT 4 Order No.: 3044102
http://eshop.phoenixcontact.de/phoenix/treeViewClick.do?UID=3044102 PHOENIX CONTACT Deutschland GmbH Page 3 / 7
http://www.phoenixcontact.de Mar 24, 2010
2 conductors with same cross section, stranded
max.

1.5 mm²
2 conductors with same cross section, stranded,
TWIN ferrules with plastic sleeve, min.

0.5 mm²
2 conductors with same cross section, stranded,
TWIN ferrules with plastic sleeve, max.

2.5 mm²
2 conductors with same cross section, stranded,
ferrules without plastic sleeve, min.

0.14 mm²
2 conductors with same cross section, stranded,
ferrules without plastic sleeve, max.

1.5 mm²
Type of connection Screw connection
Stripping length 9 mm
Internal cylindrical gage A4
Screw thread M3
Tightening torque, min 0.6 Nm
Tightening torque max 0.8 Nm
Certificates / Approvals
Certification CB, CSA, CUL, DNV, GL, LR, UL, VDE-PZI
Certification Ex: IECEx, KEMA-EX
CSA
Nominal voltage UN 600 V
Nominal current IN 30 A
AWG/kcmil 26-10
CUL
Nominal voltage UN 600 V
Nominal current IN 30 A
AWG/kcmil 26-10
UL
Nominal voltage UN 600 V
Nominal current IN 30 A
AWG/kcmil 26-10
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 21 of 27 1/31/23 442
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Accessories
Item Designation Description
Assembly
3047167 ATP-UT Partition plate, Length: 50 mm, Width: 2 mm, Height: 48 mm, Color: gray
3022276 CLIPFIX 35-5 Snap-on end bracket, for NS 35/7.5 or NS 35/15 DIN rail, can be fitted with Zack strip ZB 5 and ZBF 5, terminal strip marker KLM 2 and KLM, parking facility for FBS...5, FBS...6, KSS 5, KSS 6, width: 5,15 mm, color: gray
3047028 D-UT 2,5/10 End cover, Length: 47.7 mm, Width: 2.2 mm, Height: 48.4 mm, Color: gray
0801762 NS 35/ 7,5 CU UNPERF
2000MM
DIN rail, material: Copper, unperforated, height 7.5 mm, width 35 mm, length: 2 m
1207640 NS 35/ 7,5 PERF 755MM NS 35 DIN rail, height 7.5 mm, length 755 mm 1207653 NS 35/ 7,5 PERF 955MM NS35 DIN rail, height 7.5 mm, length 955 mm 1207666 NS 35/ 7,5 PERF 1155MM NS 35 DIN rail, height 7.5 mm, length 1155 mm 0801733 NS 35/ 7,5 PERF 2000MM DIN rail, material: Steel, galvanized and passivated with a thick layer, perforated, height 7.5 mm, width 35 mm, length: 2 m 0801681 NS 35/ 7,5 UNPERF 2000MM DIN rail, material: Steel, unperforated, height 7.5 mm, width 35 mm, length: 2 m
1201756 NS 35/15 AL UNPERF 2000MM DIN rail, deep-drawn, high profile, unperforated, 1.5 mm thick, material: Aluminum, height 15 mm, width 35 mm, length 2 m 1201895 NS 35/15 CU UNPERF 2000MM DIN rail, material: Copper, unperforated, 1.5 mm thick, height 15 mm, width 35 mm, length: 2 m
1207679 NS 35/15 PERF 755MM NS 35 DIN rail, perforated, height 15 mm, length 755 mm 1207682 NS 35/15 PERF 955MM NS 35 DIN rail, perforated, height 15 mm, length 955 mm 1207695 NS 35/15 PERF 1155MM NS 35 DIN rail, perforated, height 15 mm, length 1155 mm 1201730 NS 35/15 PERF 2000MM DIN rail, material: Steel, perforated, height 15 mm, width 35 mm, length: 2 m
1201714 NS 35/15 UNPERF 2000MM DIN rail, material: Steel, unperforated, height 15 mm, width 35 mm, length: 2 m
1201798 NS 35/15-2,3 UNPERF 2000MM DIN rail, material: Steel, unperforated, 2.3 mm thick, height 15 mm, width 35 mm, length: 2 m
Bridges
3030336 FBS 2-6 Cross connector/bridge, Number of positions: 2, Color: red 3030242 FBS 3-6 Cross connector/bridge, Number of positions: 3, Color: red 3030255 FBS 4-6 Cross connector/bridge, Number of positions: 4, Color: red 3030349 FBS 5-6 Cross connector/bridge, Number of positions: 5, Color: red 3030271 FBS 10-6 Cross connector/bridge, Number of positions: 10, Color: red CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 22 of 27 1/31/23 443
UT 4 Order No.: 3044102
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http://www.phoenixcontact.de Mar 24, 2010
3030365 FBS 20-6 Cross connector/bridge, Number of positions: 20, Color: red 3032224 FBS 50-6 Cross connector/bridge, Number of positions: 50, Color: red Marking
0811228 X-PEN 0,35 Marker pen without ink cartridge, for manual labeling of markers, labeling extremely wipe-proof, line thickness 0.35 mm
1051016 ZB 6,LGS:FORTL.ZAHLEN Zack strip, 10-section, printed horizontally: with the numbers, 1-10, 11-20 etc. up to 991-1000, color: white
5060935 ZB 6/WH-100:UNBEDRUCKT Zack strip, unprinted: For individual labeling with M-PEN, ZB-T or CMS system, large batch, sufficient for labeling 1000 terminal blocks, for a terminal width of 6.2 mm, color: White
1050499 ZB 6:SO/CMS Zack strip, 10-section, divisible, special printing, marking according to customer requirements
Plug/Adapter
0201689 MPS-IH BU Insulating sleeve, for MPS metal part, Color: blue 0201676 MPS-IH RD Insulating sleeve, Color: red
0201663 MPS-IH WH Insulating sleeve, for MPS metal part, Color: white 0201744 MPS-MT Metal part
3030925 PAI-4 Test adapter, Color: gray
3030996 PS-6 Test adapter, Color: red
Tools
1205053 SZS 0,6X3,5 Screwdriver, bladed, matches all screw terminal blocks up to 4.0 mm² connection cross section, blade: 0.6 x 3.5 mm, without VDE approval
Diagrams/Drawings
Circuit diagram
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 23 of 27 1/31/23 444
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http://www.phoenixcontact.de Mar 24, 2010
Approbationslogos (EX-Bereich)
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 24 of 27 1/31/23 445
UT 4 Order No.: 3044102
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http://www.phoenixcontact.de Mar 24, 2010
Address
PHOENIX CONTACT Deutschland GmbH
Flachsmarktstr. 8
32825 Blomberg,Germany
Phone +49 5235 3 12000
Fax +49 5235 3 41200
http://www.phoenixcontact.de
© 2010 Phoenix Contact
Technical modifications reserved;
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PHOENIX CONTACT Deutschland GmbH Page 1 / 2
http://www.phoenixcontact.de Mar 24, 2010
Extract from the online
catalog
D-UT 2,5/10
Order No.: 3047028
http://eshop.phoenixcontact.de/phoenix/treeViewClick.do?UID=3047028 End cover, Length: 47.7 mm, Width: 2.2 mm, Height: 48.4 mm, Color: gray
Commercial data
EAN 4017918960346
Pack 50 pcs.

Customs tariff 85389099
Weight/Piece 0.00248 KG
Catalog page information Page 26 (CL-2009)
Product notes
WEEE/RoHS-compliant since:
01/01/2003
http://
www.download.phoenixcontact.com
Please note that the data given
here has been taken from the
online catalog. For comprehensive
information and data, please refer
to the user documentation. The
General Terms and Conditions of
Use apply to Internet downloads.

CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 26 of 27 1/31/23 447
D-UT 2,5/10 Order No.: 3047028
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http://www.phoenixcontact.de Mar 24, 2010
Address
PHOENIX CONTACT Deutschland GmbH
Flachsmarktstr. 8
32825 Blomberg,Germany
Phone +49 5235 3 12000
Fax +49 5235 3 41200
http://www.phoenixcontact.de
© 2010 Phoenix Contact
Technical modifications reserved;
CITY OF WEST SACRAMENTO PO# WASHINGTON & BRODERICK LTG PROJECT JAM SO# 76604 HFR BBS SUBMITTALS 27 of 27 1/31/23 448
Advanced performance in a single sensor
Vantage Next paired with Vantage Vector is a one-of-akind solution that provides both state-of-the-art video and advanced radar detection for maximum intersection
performance and safety. Combined with Iteris’ leading allweather stop bar detection, the Next platform with Vector sensor offers multiple applications including use with adaptive systems, advanced dilemma zone and collision avoidance
functionality. The system’s improved zone logic, phase
input control and greater data set is a game changer – it’s essentially the only sensor you will ever need!
Together with the Vantage Next platform, Vector provides advanced individual lane detection, delivering even more precise traffic data. The 16 radar zones are easily configurable and can be programmed to any of the seven zone types
including: presence, delay, extension, count, pulse, CSO and none. In addition, they can be combined with 32 video zones to provide a powerful data set for advanced ITS applications.

These include long-left-turn pockets and queue detection making it the ideal solution for all traffic management needs.

Traffic adaptive and responsive
When used with adaptive traffic control systems, the Next with Vector solution improves efficiency and responsiveness by providing accurate and robust detection data to feed into virtually any platform. The Iteris system is fully compatible with Iteris’ VantageLive! and SPM platforms as well as other third party web and mobile-based traffic measurement
applications.

Lane by lane functionality for intelligent
intersection data
A cost-effective and easy-to-install
sensor – no more cutting loops or pulling
extra cables
The ideal solution for adaptive
traffic control systems
An all-in-one hybrid detection
system with powerful
performance beyond any
other detection solution
Vantage Next® with Vantage Vector®
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECTJAM SO# 76604 HFR VDS SUBMITTALS CCO PENDING 1 of 10 1/17/23 449
iteris.com
Copyright © 2021 Iteris, Inc. All rights reserved.

NOTICE: Iteris, Inc. reserves the right to change product specifications without notice. Information furnished is for informational purposes only. This information may not be complete or the latest revision. For the most up-to-date information, please contact Iteris, Inc.

March 2019 Rev 1
Specifications
More Benefits
• Fully compatible with Iteris’ SPM and VantageLive! software for more detailed and accurate traffic data
• Includes SmartCycle® and PedTrax® for bicycle and pedestrian detection and counting
• Vehicle detection up to 600 feet
• Color-coded zones for effortless viewing of phase activity • Choose from a rack-mount or shelf-mount cabinet control units Vector on Next – Radar Zone Operation Next Video Stream Displaying Video and Radar Operation Imager Focal Length 5.4o tele to 50.7o wide
Dynamic Range > 100dB

1.0 Lux Minimum Illumination
3D-DNR Noise Reduction
Lens 12x Optical Zoom
Heater Indium Tin Oxide
Connections Terminal Block
RJ-45
cat5e
Radar
Frequency 24GHz (K-band)
Accuracy Speed 0 to 150mph ±1mph (0 to 240kph ±1.5kph)
Detection Minimum 4 lanes
Tracked Objects Up to 60
Weight 10 Pounds (4.55kg)
Environment
Temperature -35oF to +165oF (-34oC to +74oC)
Electrical 48VDC 10W(Typical) 20W(Max)
Physical 17” (432mm) D x 15” (381mm) W x 14” (356mm) H
Excluding Mounting Bracket
Weight 10 Pounds (4.55kg)
Environment
Temperature -35oF to +165oF (-34oC to +74oC)
Humidity 0% to 95% non-condensing
Vibration 0.5G, 3 axes, 5-30Hz
Shock 10G in all 3 axes
Ingress Protection IP 67
Regulatory NEMA TS-2
FCC part 15, Class A
Warranty 3 years limited waranty
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECTJAM SO# 76604 HFR VDS SUBMITTALS CCO PENDING 2 of 10 1/17/23 450
surge.ascopower.com
[email protected] • 1-800-237-4567
© Copyright November 2017. Publication ID-50211 RevASCO Power Technologies 14550 58th St. North, Clearwater, FL 33760
1 1
2 2
3 3
4 4
5 5
6 6
7 7
A
B
C
D
± 2°
± .015
± .03
± .1

ANGULAR

THIRD ANGLE PROJECTION

DIMENSIONS ARE IN INCHES UNLESS
OTHERWISE SPECIFIED. DO NOT

SCALE DRAWINGS
REV.

DIMENSIONAL TOLERANCES

UNLESS OTHERWISE SPECIFIED

INCHES MM
TITLE:

DRAWN:

ENGR:

CHECKED:

DATE:

SIZE
D
± 2
± .8
± .38
.X
.XX
.XXX
X
.X
.XX

DRAWING NUMBER SHEET
HVCP-48-4RJ45 Cutsheet Dimensions - 1 /1
rprinz 11/17/2017
MATERIAL:

FINISH: ASCO®
CAGE CODE: 60508
ASCO POWER TECHNOLOGIES, L.P.

FLORHAM PARK, NEW JERSEY 07932 U.S.A.

PROPERTY OF ASCO
POWER TECHNOLOGIES.

USE PERMITTED FOR OUR
WORK ONLY. ALL RIGHTS

OF DESIGN OR INVENTION
ARE RESERVED.

DIMENSIONS AND

TOLERANCES ARE IN

ACCORDANCE WITH ASME
Y14.5-2009.

REVISION HISTORY

REV ECN DESCRIPTION DATE APPROVED
- 6/22/2017
.25
[6.35]
.250
[6.35]

5.88 [149.23]
.13
[3.18]

6.50 [165.10]

6.46 [164.08]

1.49 [37.88]

2.38 [60.33]
.13
[3.18]

5.88 [149.23]
.13
[3.18]

2.38 [60.33]
.13
[3.18]

6.50 [165.10]

3.00 [76.20]

1.49 [37.88]

6.46 [164.08]

6.46 [164.08]
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
A
B
C
D
± 2°
± .015
± .03
± .1

ANGULAR

THIRD ANGLE PROJECTION

DIMENSIONS ARE IN INCHES UNLESS
OTHERWISE SPECIFIED. DO NOT

SCALE DRAWINGS

DIMENSIONAL TOLERANCES

UNLESS OTHERWISE SPECIFIED

INCHES MM
TITLE:

DRAWN:

ENGR:

CHECKED:

DATE:

SIZE
D
± 2
± .8
± .38
.X
.XX
.XXX
X
.X
.XX

DRAWING NUMBER S
HVCP-48-4RJ45 Cutsheet Dimensions
rprinz 11/17/2017
MATERIAL:

FINISH: ASCO
CAGE CODE: 60508

ASCO POWER TECHNOLOGIE
FLORHAM PARK, NEW JERSEY 07932

PROPERTY OF ASCO
POWER TECHNOLOGIES.

USE PERMITTED FOR OUR
WORK ONLY. ALL RIGHTS

OF DESIGN OR INVENTION
ARE RESERVED.

DIMENSIONS AND

TOLERANCES ARE IN

ACCORDANCE WITH ASME
Y14.5-2009.

REVISION HISTORY

REV ECN DESCRIPTION DATE AP
- 6/22/2017
.25
[6.35]
.250
[6.35]

5.88 [149.23]
.13
[3.18]

6.50 [165.1

6.46 [164.08]

1.49 [37.88]

2.38 [60.33]
.13
[3.18]

5.88 [149.23]
.13
[3.18]

2.38 [60.33]
.13
[3.18]

6.50 [165.10]

3.00 [76.20]

1.49 [37.88]

6.46 [164.08]

3.42 [86.95]

2.20 [55.80]
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
A
B
C
D
± 2°
± .015
± .03
± .1

ANGULAR

THIRD ANGLE PROJECTION

DIMENSIONS ARE IN INCHES UNLESS
OTHERWISE SPECIFIED. DO NOT

SCALE DRAWINGS
REV.

DIMENSIONAL TOLERANCES

UNLESS OTHERWISE SPECIFIED

INCHES MM
TITLE:

DRAWN:

ENGR:

CHECKED:

DATE:

SIZE
D
± 2
± .8
± .38
.X
.XX
.XXX
X
.X
.XX

DRAWING NUMBER SHEET
HVCP-48-4RJ45 Cutsheet Dimensions - 1 /1
rprinz 11/17/2017
MATERIAL:

FINISH: ASCO®
CAGE CODE: 60508
ASCO POWER TECHNOLOGIES, L.P.

FLORHAM PARK, NEW JERSEY 07932 U.S.A.

PROPERTY OF ASCO
POWER TECHNOLOGIES.

USE PERMITTED FOR OUR
WORK ONLY. ALL RIGHTS

OF DESIGN OR INVENTION
ARE RESERVED.

DIMENSIONS AND

TOLERANCES ARE IN

ACCORDANCE WITH ASME
Y14.5-2009.

REVISION HISTORY

REV ECN DESCRIPTION DATE APPROVED
- 6/22/2017
.25
[6.35]
.250
[6.35]

5.88 [149.23]
.13
[3.18]

6.50 [165.10]

6.46 [164.08]

1.49 [37.88]

2.38 [60.33]
.13
[3.18]

5.88 [149.23]
.13
[3.18]

2.38 [60.33]
.13
[3.18]

6.50 [165.10]

3.00 [76.20]

1.49 [37.88]

6.46 [164.08]

3.42 [86.95]

2.20 [55.80]
1 1
2 2
3 3
4 4
5 5
6 6
7 7
A
B
C
D
± 2°
± .015
± .03
± .1

ANGULAR

THIRD ANGLE PROJECTION

DIMENSIONS ARE IN INCHES UNLESS
OTHERWISE SPECIFIED. DO NOT

SCALE DRAWINGS
REV.

DIMENSIONAL TOLERANCES

UNLESS OTHERWISE SPECIFIED

INCHES MM
TITLE:

DRAWN:

ENGR:

CHECKED:

DATE:

SIZE
D
± 2
± .8
± .38
.X
.XX
.XXX
X
.X
.XX

DRAWING NUMBER SHEET
HVCP-48-4RJ45 Cutsheet Dimensions - 1 /1
rprinz 11/17/2017
MATERIAL:

FINISH: ASCO®
CAGE CODE: 60508
ASCO POWER TECHNOLOGIES, L.P.

FLORHAM PARK, NEW JERSEY 07932 U.S.A.

PROPERTY OF ASCO
POWER TECHNOLOGIES.

USE PERMITTED FOR OUR
WORK ONLY. ALL RIGHTS

OF DESIGN OR INVENTION
ARE RESERVED.

DIMENSIONS AND

TOLERANCES ARE IN

ACCORDANCE WITH ASME
Y14.5-2009.

REVISION HISTORY

REV ECN DESCRIPTION DATE APPROVED
- 6/22/2017
.25
[6.35]
.250
[6.35]

5.88 [149.23]
.13
[3.18]

6.50 [165.10]

6.46 [164.08]

1.49 [37.88]

2.38 [60.33]
.13
[3.18]

5.88 [149.23]
.13
[3.18]

2.38 [60.33]
.13
[3.18]

6.50 [165.10]

3.00 [76.20]

1.49 [37.88]

6.46 [164.08]

6.46 [164.08]
12345678
A
B
C
D
± 2°
± .015
± .03
± .1

ANGULAR

THIRD ANGLE PROJECTION

DIMENSIONS ARE IN INCHES UNLESS
OTHERWISE SPECIFIED. DO NOT

SCALE DRAWINGS

DIMENSIONAL TOLERANCES

UNLESS OTHERWISE SPECIFIED

INCHES MM
TITLE:

DRAWN:

ENGR:

CHECKED:

DATE:

SIZE
D
± 2
± .8
± .38
.X
.XX
.XXX
X
.X
.XX

DRAWING NUMBER S
HVCP484RJ45 Ctht Dii
rprinz 11/17/2017
MATERIAL:

FINISH: ASCO
CAGE CODE: 60508

ASCO POWER TECHNOLOGIE
FLORHAM PARK, NEW JERSEY 07932

PROPERTY OF ASCO
POWER TECHNOLOGIES.

USE PERMITTED FOR OUR
WORK ONLY. ALL RIGHTS

OF DESIGN OR INVENTION
ARE RESERVED.

DIMENSIONS AND

TOLERANCES ARE IN

ACCORDANCE WITH ASME
Y14.5-2009.

REVISION HISTORY

REV ECN DESCRIPTION DATE AP
- 6/22/2017
.25
[6.35]
.250
[6.35]

5.88 [149.23]
.13
[3.18]

6.50 [165.1

6.46 [164.08]

1.49 [37.88]

2.38 [60.33]
.13
[3.18]

5.88 [149.23]
.13
[3.18]

2.38 [60.33]
.13
[3.18]

6.50 [165.10]

3.00 [76.20]

1.49 [37.88]

6.46 [164.08]

3.42 [86.95]

2.20 [55.80]
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
A
B
C
D
± 2°
± .015
± .03
± .1

ANGULAR

THIRD ANGLE PROJECTION

DIMENSIONS ARE IN INCHES UNLESS
OTHERWISE SPECIFIED. DO NOT

SCALE DRAWINGS
REV.

DIMENSIONAL TOLERANCES

UNLESS OTHERWISE SPECIFIED

INCHES MM
TITLE:

DRAWN:

ENGR:

CHECKED:

DATE:

SIZE
D
± 2
± .8
± .38
.X
.XX
.XXX
X
.X
.XX

DRAWING NUMBER SHEET
HVCP-48-4RJ45 Cutsheet Dimensions - 1 /1
rprinz 11/17/2017
MATERIAL:

FINISH: ASCO®
CAGE CODE: 60508
ASCO POWER TECHNOLOGIES, L.P.

FLORHAM PARK, NEW JERSEY 07932 U.S.A.

PROPERTY OF ASCO
POWER TECHNOLOGIES.

USE PERMITTED FOR OUR
WORK ONLY. ALL RIGHTS

OF DESIGN OR INVENTION
ARE RESERVED.

DIMENSIONS AND

TOLERANCES ARE IN

ACCORDANCE WITH ASME
Y14.5-2009.

REVISION HISTORY

REV ECN DESCRIPTION DATE APPROVED
- 6/22/2017
.25
[6.35]
.250
[6.35]

5.88 [149.23]
.13
[3.18]

6.50 [165.10]

6.46 [164.08]

1.49 [37.88]

2.38 [60.33]
.13
[3.18]

5.88 [149.23]
.13
[3.18]

2.38 [60.33]
.13
[3.18]

6.50 [165.10]

3.00 [76.20]

1.49 [37.88]

6.46 [164.08]

3.42 [86.95]

2.20 [55.80]
Note: DO NOT daisy chain grounds. NOT intended for shield termination.

Install in accordance with all applicable codes.

HVCP-48-4RJ45 4RJ45MKIT-PLT 4RJ45MKIT-BKT
Installation Instructions Wiring Diagram
Dimensions
Seulement le personnel qualifié doit installer ou maintenir ce systéme. Des précautions de sécurité en électricité doivent être suivis lors de l’installation ou de la maintenance de cet equipement. Pour eviter tout risque de choc électrique, débranchez et verouiller toutes les sources d’alimentation de cet equipement avant de.

Only qualified personnel should install or service this system. Electrical safety pre-cautions must be followed when installing or servicing this equipment. To prevent risk of electrical shock, turn off and lock out all power sources to the unit before making electrical connections or servicing.

V DANGER!

1. Mount the device as close to the protected
equipment as possible.

2. Connect an RJ-45 cable to the Field (Input/Line)
side of the device.

3. Connect an RJ-45 cable to the Protected (Output/
Load) side of the device.

4. Connect a Ground wire from the #6 screw
terminal located on the Field bracket to a “building
approved AC ground” point. This ground wire
should be as short and straight as possible.
4 IN
4 OUT
3 IN
3 OUT
2 IN
2 OUT
1 IN
1 OUT
1 2
3 4 & 5
6 7 & 8
SDIO+
SDIOVID+
+48V
VID-
-48V
RJ45 Pinout
HVCP-48-4RJ45
To Camera
To CCU
Plate
(Optional)
Bracket
(Optional)
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECTJAM SO# 76604 HFR VDS SUBMITTALS CCO PENDING 3 of 10 1/17/23 451
Vantage Next® Platform
The next generation of an integrated
detection system
State-of-the-art platform
Vantage Next® is Iteris’ next generation video detection platform that capitalizes on the latest technology. Vantage Next uses a powerful processor that enables future functional growth while maintaining proven Iteris video detection
performance and reliability. The architecture supports
expanding ITS applications and easily integrates with existing and future technologies.

Integrated multi-feature control cabinet
system for simple installation
Sending high-resolution streaming video
to a traffic management center
Form factor options for different
cabinet configurations
Easy setup and Configuration
With a user-friendly configuration software and fewer
components, the Vantage Next platform sets the bar for
simple installation and ease of use.

Surge Panels and Extenders
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECTJAM SO# 76604 HFR VDS SUBMITTALS CCO PENDING 4 of 10 1/17/23 452
iteris.com
Copyright © 2021 Iteris, Inc. All rights reserved.

April 2019 Rev 3
Benefits
• Easy to install, configure and maintain
• CAT5 cable connections
• Simple and convenient access
• Flexible and scalable
• Multiple CCU configurations available
Windows is a registered trademark of Microsoft.
iOS is a registered trademark of Apple.

Vantage Next Viewer
and Next Setup Tool
Specifications
Video Processor
Power 12 or 24 VDC, 5W typical
Video Output Compressed Digital Stream
Detector I/O 4 open-collector outputs and 4 inputs per
processor card
128 total outputs /64 total inputs using
extension modules
Status Indicators Primary power
Video input status
Detection outputs
Communications Ethernet, DCAM I/F
CCU
Communications Ethernet
USB Type A (x2)
Wi-Fi
SDLC communications
Video Output MPEG-4 and H.264
Resolution XGA 1024 X 768
Fixed frame rate of 15fps
19” Rack Mount
Power 110/220 VAC
Dimensions 19”L x 8.75”D x 1.75”H
(483mm L x 222mm D x 45mm H)
Weight 3.9 lb (1.77kg)
Configurations Up to 4 sensors, video rocessors required NEMA Shelf Mount
Power 48VDC @ 120W
External Power Supply
110/220 VAC
Dimensions 4” L x 10.5” D x 10.5” H
(102mm L x 267mm D x 267mm H)
Weight 6lbs (2.72kgs)
Configurations Up to 4 sensors, video processors required TS2; 2 or 4 sensors, no video processors
required
General
Op. Tempature -35oF to +165oF (-34oC to +74oC)
Humidity 0% to 95% non-condensing
Vibration 0.5G, 3 axes, 5-30Hz
Shock 10G in all 3 axes
Regulatory NEMA TS-2 compliant
FCC part 15, Class A
Warranty 3 years limited warranty
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECTJAM SO# 76604 HFR VDS SUBMITTALS CCO PENDING 5 of 10 1/17/23 453
82-11540 10.4" TFT LCD VIDEO Monitor

Features:
□ High Quality Horizontal and vertical scaling
□ W/2D-interlacing for display.
□ 2/4 H Adaptive comb filter for Y/C Separation.
□ Image enhancement W/2D peaking and CTI.
□ Remote control is supported.
□ 2 CH Audio I/O / PC D-Sub input.
□ Best Wide Viewing Angle .
□ NTSC / PAL Auto Detect .
□ Multiple Video Input / Output Interface W/BNC Plug.
□ Easy OSD Menu User Interface .
□ VESA Standard Bracket .

Specification
Model 82-11540
LCD Panel 10.4" TFT LCD
Front Control Power ON/OFF ; OSD Control Function
Display Resolution 640 x 480
Active Area (mm) 211.2 x 158.4
LCD Panel Type TN ModeNormally White
Dot Pitch (mm) 0.330 x0.330
LCD Profile Ratio 43
Display Colors 16.2M
Brightness 350cd/ typ.

Contrast Ratio 3001 typ.

Viewing Angle L/R70°/70°U/D40°/70°
Response Time Tr:25ms Tf:40ms
Power Source DC12V.3A
Input Signal(Video) A)0.5 to 2.0 Vp-p composite video
(B)Y/C Signal: Y:1.0Vp-p w/Neg. SYNC. C: 0.285Vp-p
Input Signal(PC) VGA.SVGA VGA
In/Output Impedance 75 ohms / Auto Terminal Output
Operation System NTSC525 TV LinesPAL625 TV Lines
PC Input Connector 15 pin D-SUB connector,R.G.B aualogy Video input/output Connector 2CH BNC Input/Output
Audio input/output Connector 2CH RCA Input/Output
Power Consumption 17.5 watts ,max
Y/C input Connector 4-pin DIN connector x 1
Dimension(W/L/H)/Weight 266.2mmx213.3x56/2.38Kg
Bracket VESA 100/75 Standard
Operation Temperature -10° ~ 60°
Certifications UL,CE,FCC,BSMI,C-Tick
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECTJAM SO# 76604 HFR VDS SUBMITTALS CCO PENDING 6 of 10 1/17/23 454
Monoprice Adjustable
Tilting/Swiveling Wall Mount
Bracket for LCD LED Plasma (Max
30Lbs, 10~24inch)
-The MHA-100 Adjustable Tilting/Swiveling Wall mount bracket gives you a rock solid platform-Inch mount your flat panel display-The long cantilever arm provides smooth and easy movement and a wide range of motion-Display mounting arms easily adjust-Inch fit a wide range of mounting patterns
Monoprice Adjustable Tilting/Swiveling Wall Mount Bracket for LCD LED Plasma (Max 30Lbs, 10~24inch)
The MHA-100 Adjustable Tilting/Swiveling Wall mount bracket gives you a rock solid platform-Inch mount your flat panel display onto. The long cantilever arm provides smooth and easy movement and a wide range of motion. Display mounting arms easily adjust-Inch fit a wide range of mounting patterns. Supports VESA :: 75x75 or 100x100Max Load Capacity :: 30 lbs Min / Max Extension :: 2. 5" - 13. 5"IMPORTANT! Please note that the screen sizes listed are only approximations. The VESA pattern use d-Inch mount the display and the weight of the display are the primary indicators of whether a given TV and mount are compatible. Please check the VESA pattern listed in your product manual-Inch ensure that this mount will work with your display. Please watch our video for installation guidelines:

City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECTJAM SO# 76604 HFR VDS SUBMITTALS CCO PENDING 7 of 10 1/17/23 455
1122 Industry Street Bldg. B Phone (425) 438-1133
Everett, WA 98203 Fax (425) 438-1585
The leader in providing innovative solutions, support and manufacturing for the transportation industry

SDLC Components (TS2)
Western Systems manufacturers TS2 interface panels and cables for connecting TS2 devices:
0285010030 SDLC interconnect assembly (TS2) 6 position w/sheet metal L bracket 0285010035 SDLC interconnect assembly (TS2) 9 position w/sheet metal L bracket 0630041000 SDLC cable (TS2) connectors both ends 3ft
0630041010 SDLC cable (TS2) connectors both ends 5ft
0630041040 SDLC cable (TS2) connectors both ends 7ft
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECTJAM SO# 76604 HFR VDS SUBMITTALS CCO PENDING 8 of 10 1/17/23 456
CAT5E 350MHz Outdoor
Solid Direct Burial F/UTP Bulk Cable
RoHS
PrimusCable.com - (951) 824-1571
Rev. 07/11/13
Category 5E Outdoor Direct Burial AL Foil
Shielded F/UTP 24 AWG 4 Pair 8 Solid Bare Copper
Conductors, Waterblock Tape, Black UV CMX PVC
Jacket 1000FT (ETL)
Applications
• 10/100/1000Base-T
• 100Base-VG
• 155 Mbps and 622-Mpbs ATM
• Other high-performance applications
▫ Outside Plant
▫ Direct Burial
▫ Aerial
Compliance
• ISO/IEC 11801
• TIA/EIA-568-C.2 Category 5e
• ANSI/ICEA S-90-661 Category 5e
• NEMA WC63.1 Category 5e
• ETL Verified
• RoHS Compliance for the Requirement of European
Union Issued Directive 2002/95/EC
Physical Characteristics
• Conductor Size: 24AWG
• Conductor Material: Solid Bare Copper
• Insulation Material: High Density Polyethylene (HDPE) • Insulation Diameter: 0.88 ± 0.03mm
• Number of Conductors: 8 Conductors
• Number of Pairs: 4 Pairs
• Outer Jacket Rip Cord: Yes
• Outer Shield Material: AL Foil/Mylar
• Drain Wire: Tinned Copper 0.45mm
• Outer Jacket Material: LSZH
• Outer Jacket Diameter: 6.6mm ± 0.5mm
Technical Diagram
Pull Box
Spool
Cable Features
• Tested to 350MHz.
• Meets or Exceeds CAT5E TIA568 C.2 Standards.
• Cable is Marked in Descending Order so You Always Know How Much Cable is Left.
• Extra Headroom Provides Room for Growth.
• Low Attenuation and Power-Sum Crosstalk.

Construction Facts
• This Outdoor Direct Burial Cable has HDPE Insulation. • AL Foil Shielding is Used to Eliminate Interference in Noisy Environments.
• The Cable Includes Waterblock Tape for Added Moisture Protection. • Longitudinal Rip Cord for Easy Jacket Opening.

Cable Put-Ups:
• Supplied in 1000ft Increments in a Pull Box and/or Wooden Spool.

Item# C5CMXT-416BK
Item# C5CMXT-2152BKWS
Available Jacket Colors

Page 1 ends

CAT5E 350MHz Outdoor Direct Burial Shielded Solid Bulk Cable Electrical Specifications Frequency
MHz
(Maximum)
ATT
dB/100 m
(328 ft.)
(Maximum)
ACR
dB/100 m
(328 ft.)
(Maximum)
DELAY
ns/100 m
(328 ft.)
(Minimum)
NEXT
dB/100 m
(328 ft.)
(Minimum)

PS-NEXT
dB/100 m
(328 ft.)
(Minimum)
ELFEXT
dB/100 m
(328 ft.)
(Minimum)
PS-ELFEXT dB/100 m
(328 ft.)
(Minimum)
Return Loss
dB
(Minimum)

1.0 2.0 N/A 570.00 65.3 62.3 63.8 60.8 20.0

4.0 4.1 N/A 552.00 56.3 53.3 51.8 48.8 23.0

8.0 5.8 N/A 546.73 51.8 48.8 45.7 42.7 24.5

10.0 6.5 N/A 545.38 50.3 47.3 43.8 40.8 25.0

16.0 8.2 N/A 543.00 47.2 44.4 39.7 36.7 25.0

20.0 9.3 N/A 542.05 45.8 42.8 37.8 34.8 25.0

25.0 10.4 N/A 541.20 44.3 41.3 35.8 32.8 24.3

31.25 11.7 N/A 540.44 42.9 39.9 33.9 30.9 23.6

62.5 17.0 N/A 538.55 38.4 35.4 27.9 24.9 21.5
100 22.0 N/A 537.60 35.3 32.3 23.8 20.8 20.1
155 28.1 N/A 536.90 32.4 29.4 20.0 17.0 18.0
200 32.4 N/A 536.50 30.8 27.8 17.8 14.8 17.4
300 41.8 N/A 536.10 29.3 26.3 14.3 11.3 16.5
350 44.9 N/A 535.90 27.1 24.1 12.9 9.9 16.0
CAT5E •SATISFACTIONGUARANTEED•SATISFAC IT

AUGNO RANTEED
City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECTJAM SO# 76604 HFR VDS SUBMITTALS CCO PENDING 9 of 10 1/17/23 457
CAT5E 350MHz Outdoor
Solid Direct Burial F/UTP Bulk Cable
RoHS
PrimusCable.com - (951) 824-1571
Rev. 07/11/13 Page 2
Pair Color Code Chart
Pair 1 ----- White/Blue Stripe & Blue
Pair 2 ----- White/Orange Stripe & Orange
Pair 3 ----- White/Green Stripe & Green
Pair 4 ----- White/Brown Stripe & Brown
Mechanical Characteristics
• Storage Temperature Range: N/A
• Installation Temperature Range: N/A
• Operating Temperature Range: N/A
• Bulk Cable Weight: N/A / 1000FT
• Max. Recommended Pulling Tension: N/A
• Min. Bend Radius/Minor Axis: N/A
• Min. Bend/Installation: N/A
• Test Object: Jacket
• Test Material: PVC
• Before Tensile Strength: ≥10.0
▫ Aging Elongation: ≥125
▫ Aging Condition: 100°C x 24hrs x 10Days
• After Tensile Strength: ≥8.0
▫ Aging Elongation: ≥100
▫ Cold Bend: No Visible Cracks (-20°C ± 2°C x 4h)
Electrical Characteristics
• Maximum CapacitanceUnbalance to earth: 330 (pf/100m)
• Nominal Velocity of Propagation: N/A
• Maximum Delay: 537.60 @ 100MHz (ns/100m)
• Maximum Delay Skew: ≤ 45 (ns/100m)
• Maximum Conductor DC Resistance: 9.5 (@ 20°C OHm/100m) • Maximum Operating Voltage - UL: N/A
• Maximum DCR Unbalanced: 5% (@ 20°C)
• Attenuation (Maximum)
▫ 22.0dB/100m (328.1ft.) @ 100MHz
▫ 44.9dB/100m (328.1ft.) @ 350MHz
• 1.0 - 100MHz Impedance: 100Ω ± 15%
• NEXT (Minimum)
▫ 35.3dB/100m (328.1ft.) @ 100MHz
▫ 27.1dB/100m (328.1ft.) @ 350MHz
• PS-NEXT (Minimum)
▫ 32.3dB/100m (328.1ft.) @ 100MHz
▫ 24.1dB/100m (328.1ft.) @ 350MHz
• Return Loss (Minimum)
▫ 20.1dB/100m (328.1ft.) @ 100MHz
▫ 16.0dB/100m (328.1ft.) @ 350MHz
Jacket Printing
PRIMUS CABLE CAT5E FTP 4PR 24AWG 350MHZ DIRECT BURIAL
(DRY) UV OUTDOOR LSZH ETL VERIFIED TO ANSI/TIA/EIA –
568 – B . 2 ZONE A B C D E F / Device 1 2 3 4 5 6 7 8 9 Sequential foot markers on jacket.

Although Primus Cable makes every reasonable effort to ensure their accuracy at the time of this publication, information and specifications described herein are subject to error or omission and to change without notice, and the listing of such information and specifications does not ensure product availability.

Primus Cable provides the information and specifications herein on an “AS IS” basis, with no representations or warranties, whether express, statutory or implied. In no event will Primus Cable be liable for any damages (including consequential, indirect, incidental, special, punitive, or exemplary damages) whatsoever, even if Primus Cable has been advised of the possibility of such damages, whether in an action under contract, negligence or any other theory, arising out of or in connection with the use, or inability to use, the information or specifications described herein.

All sales of Primus Cable products are subject to Primus Cable’s standard terms and conditions of sale.

Primus Cable believes this product to be in compliance with EU RoHS (Directive 2002/EC, 27 Jan 2003). Material manufactured prior to the compliance date may be in stock at Primus Cable facilities and in our Distributor’s inventory. The information provided in this Product Disclosure, and the identification of materials listed as reportable or restricted within the Product Disclosure, is correct to the best of Primus Cable’s knowledge, information, and belief at the date any other operation of the product itself or the one that it becomes a part of. This Product Disclosure is not to be considered a warranty or quality specification and regulations based on their individual usage of the product.

Primus Cable declares this product to be in compliance with EU LVD (Low Voltage Directive 73/23/EEC), as amended by directive 93/68/EEC City of West Sacramento PO# WASHINGTON & BRODERICK LTG PROJECTJAM SO# 76604 HFR VDS SUBMITTALS CCO PENDING 10 of 10 1/17/23 458
1751480.1 7203-001
Appendix
WASHINGTON & BRODERICK LIGHTING AND SAFETY PROJECT Page | 8-1 PART 8 APPENDIX (BOUND

SEPARATELY)
459
Contract Drawings
Washington & Broderick Lighting and Safety Project Page | 9-1 PART 9 CONTRACT DRAWINGS
(BOUND SEPARATELY)
460
461
-----------
�J-, €589
,-,-(
Badge ID Specification Badge ID Specification
(589 Existing (596
(590 Existing (597
C591 Existing (598
(592 Existing (599
C593 Existing (600
(594 Existing (601
DMS50-80W48LED4K-G3-LE3F-UNV-DMG-HS-BKTX
DMS50-80W48LED4K-G3-LE3F-UNV-DMG-HS-BKTX
DMS50-80W48LED4K-G3-LE3F-UNV-DMG-HS-BKTX
DMS50-80W48LED4K-G3-LE3F-UNV-DMG-HS-BKTX
GCM1-60J-MV-40K-3F-GY-115-FOC-PCR7-WL-RWG
Existing
C595 Existing
DATA SOURCES: City ofWet:t sac,atn•nto CtrpiUJI Pro;&ct• 0flpa11'r\•nt. Cl)' ofWHI S.etamtl\tO, Sll!C Rt9iot1al ms Co-OS), Ma:Jtar, MicfMOft DISCLAIM ER: This map hn bean compiled u,ing a eombmalion of Nleord map,:. tu an es son map,:, and asob1,1ilt.s and il lntell(jed kw .,_fo,,mation onty and should not be used fo, legal des.criptions.

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LEGEND
'=-' Project Area
al Sheet Layout - Streetlights
1,1 Streetlight

WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
CITY
OF
0 WEST

SACRAMENTO
25 FEET
50 1110W CAPITOLAVE_

WEST SACRAMENTO, CA
PHONE: (916)617-4980
FAX: (916) 374-9895
462 PAGE NUMBER: 01
Badge ID
C578
C579
C580
(581
C582
(583
C584
(585
(586
+-' 11/'1
19 Specification
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GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
Existing
GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
Existing
GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
Existing
GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
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LEGEND
'=-' Project Area
al Sheet Layout - Streetlights
1,1 Streetlight

WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
CITY
OF
0 WEST

SACRAMENTO
25 FEET
50 1110W. CAPITOLAVE.

WEST SACRAMENTO, CA
PHONE: (916)617-4980
FAX: (916) 374-9895
463 PAGE NUMBER: 02
t
Badge ID
(564
(567
C569
C571
C572
C573
C574
C577
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--------
•
•
•
-------------
Specifications
DMS50-80W48LW-D4K-G3-LE3F-ENV-DMG-HS-BKTX
GCM1-60J-MV-40K-3F-GY-115-FOC-PCR7-WL-RWG
DMS50-80W48LW-D4K-G3-LE3F-ENV-DMG-HS-BKTX
DMS50-80W48LW-D4K-G3-LE3F-ENV-DMG-HS-BKTX
GCM1-60J-MV-40K-3F-GY-115-FOC-PCR7-WL-RWG
DMS50-80W48LW-D4K-G3-LE3F-ENV-DMG-HS-BKTX
Existing
DMS50-80W48LW-D4K-G3-LE3F-ENV-DMG-HS-BKTX
----
DATA SOURCES: City ofWet:t sac,atn•nto CtrpiUJI Pro;&ct• 0flpa11'r\•nt. Cl)' ofWHI S.etamtl\tO, Sll!C Rt9iot1al ms Co-OS), Ma:Jtar, MicfMOft -----------
DISCLAIM ER: This map hn bean compiled u,ing a eombmalion of Nleord map,:. tu an es son map,:, and asob1,1ilt.s and il lntell(jed kw .,_fo,,mation onty and should not be used fo, legal des.criptions.

PATH: F:tGIS\Pt6ject&\CapiUJIPtojtc1iJ\5803_Wul'lil'l910.WU\580l_WHhi"9\0nAl'6fUlj)(JII -USER: bliaMa -DATE: 1211)2023 -----
--
--- --.--------
LEGEND
'=-' Project Area
al Sheet Layout - Streetlights
1,1 Streetlight

WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
CITY
OF
0 WEST

SACRAMENTO
25 FEET
50 1110W. CAPITOLAVE.

WEST SACRAMENTO, CA
PHONE: (916)617-4980
FAX: (916) 374-9895
464 PAGE NUMBER: 03
Badge ID Specification
(0681 GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
(0682 GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
(0683 GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
(0684 GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
(0685 GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
(0686 GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
--------·
◊
'
--------------------
LEGEND
,:., Project Area
al Sheet Layout - Streetlights
1,1 Streetlight

WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
CITY
OF
0 25 50
FEET
1110W. CAPITOLAVE.

WEST SACRAMENTO, CA
PHONE: (916)617-4980
FAX: (916) 374-9895
WEST
465 SACRAMENTO PAGE NUMBER: 04
,
'
Badge ID Specification
C0678 GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
C06 79
(0680
DATA SOURCES: City ofWet:t sac,atn•nto CtrpiUJI Pro;&ct• 0flpa11'r\•nt. Cl)' ofWHI S.etamtl\tO, Sll!C Rt9iot1al ms Co-O _
S), Ma:Jtar, Micf�Oft
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------------------
IDauglas St
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al Sheet Layout - Streetlights
1,1 Streetlight

WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
0 CITY �fl
OF
WEST

SACRAMENTO
25 FEET
50 1110W. CAPITOLAVE.

WEST SACRAMENTO, CA
PHONE: (916)617-4980
FAX: (916) 374-9895
PAGE NUMBER: 05
GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
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C2393
C2394
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DATA SOURCES: City ofWet:t sac,atn•nto CtrpiUJI Pro;&ct• 0flpa11'r\•nt. Cl)' ofWHI S.etamtl\tO, Sll!C Rt9iot1al ms Co-OS), Ma:Jtar, MicfMOft '
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'=-' Project Area
al Sheet Layout - Streetlights
1,1 Streetlight

WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
0 CITY �fl
OF
WEST

SACRAMENTO
25 FEET
50 1110W. CAPITOLAVE.

WEST SACRAMENTO, CA
PHONE: (916)617-4980
FAX: (916) 374-9895
PAGE NUMBER: 06
GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
467
Badge ID Specifications
C1609
C1610 GCJ1-30J-MV-40K-2R-GY-045-FOC-PCR7-WL-RWG
DATA SOURCES: City of Wet:t sac,atn•nto CtrpiUJI Pro;&ct• 0flpa11'r\•nt. Cl)' ofWHI S.etamtl\to. Mll..lM. Mic to.oft DISCLAIM ER: This map hn bean compiled u,ing a eombmalion of Nleord map,:. tu an es son map,:, and asob1,1ilt.s and il lntell(jed kw .,_fo,,mation onty and should not be used fo, legal des.criptions.

PATH: F:tGIS\Pt6ject&\CapiUJIPtojtc1iJ\5803_Wul'lil'l910.WU\580l_WHhi"9\0nAl'6fUlj)(JII -USER: bliaMa -DATE: 1211)2023 LEGEND
'=-' Project Area
al Sheet Layout - Streetlights
1,1 Streetlight

WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
0 CITY �fl
OF
WEST

SACRAMENTO
25 FEET
50 1110W. CAPITOLAVE.

WEST SACRAMENTO, CA
PHONE: (916)617-4980
FAX: (916) 374-9895
PAGE NUMBER: 07
GCJ2-30J-MV-40K-2R-GY-070-FOC-PCR7-WL-RWG
468
469
470
471
472
473
474
475
476
477
Badge ID Status Luminaire Badge ID Status
(603 Existing HPS (616 Existing
(604 Existing HPS (617 Existing
C605 Existing HPS C618 Existing
(606 Existing HPS (619 Existing
(607 Existing HPS (620 Existing
(608 Existing HPS (621 Existing
C609 Existing HPS C622 Existing
(610 Existing HPS (623 Existing
(611 Existing HPS (624 Existing
(612 Existing HPS (625 Existing
(613 Existing HPS (626 Existing
DATA SOURCES: City of Wet:t sac,atn•nto CtrpiUJI Pro;&ct• 0flpa11'r\•nt. Cl)' ofWHI S.etamtl\to. Mll..lM. Mic to.oft DISCLAIM ER: This map hn bean compiled u,ing a eombmalion of Nleord map,:. tu an es son map,:, and asob1,1ilt.s and il lntell(jed kw .,_fo,,mation onty and should not be used fo, legal des.criptions.

PATH: F:tGIS\Pt6ject&\CapiUJIPtojtc1iJ\5803_Wul'lil'l910.WU\580l_WHhi"9\0nAl'6fUlj)(JII -USER: bliaMa -DATE: 1211)2023 �----
G St
Luminaire
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
LEGEND
'=-' Project Area
al Sheet Layout - Streetlights
1,1 Streetlight

WASHINGTON DISTRICT LIGHTING AND SAFETY

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WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
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50 FEET
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WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
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SACRAMENTO
50 FEET
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No. 92390
Civil

WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
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SACRAMENTO
50 FEET
100
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WEST SACRAMENTO. CA
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WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
CllY
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0 WEST

SACRAMENTO
50 FEET
100
1110 W. CAPITOL AVE.

WEST SACRAMENTO. CA
PHONE: (916)617-4980
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WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
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0 WEST

SACRAMENTO
50 FEET
100
1110 W. CAPITOL AVE.

WEST SACRAMENTO. CA
PHONE: (916)617-4980
FAX: (916) 374-9695
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WASHINGTON DISTRICT LIGHTING AND SAFETY

CAPITAL PROJECTS DEPARTMENT

SURVEYING & MAPPING TEAM
CllY
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0 WEST

SACRAMENTO
50 FEET
100
1110 W. CAPITOL AVE.

WEST SACRAMENTO. CA
PHONE: (916)617-4980
FAX: (916) 374-9695
485 PAGE NUMBER: TS24
486

CITY COUNCIL AGENDA REPORT
MEETING DATE: February 21, 2024 ITEM # 7
SUBJECT:

INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[ ] Council [ X ] Staff
[ ] Other
Jamie Teske, Senior Project Manager
Capital Projects Department
ATTACHMENT [ ] Yes [ ] No [ ] Information [ ] Direction [ X] Action

OBJECTIVE
The purpose of this report is to provide the City Council with sufficient information to reject all bids for the Fire Station 43 Tenant Improvement (TI) Project (CIP 51031).

RECOMMENDED ACTION
Staff respectfully recommends that the City Council:
1) Reject all bids for the Fire Station 43 Tenant Improvement 23-072-ITB Project (CIP 51031); and 2) Authorize City staff to revise and re-bid the Fire Station 43 Tenant Improvement Project (CIP 51031).

BACKGROUND
Fire Station 43 was built in 1970 and is one of the oldest standing fire stations in West Sacramento. The station currently has one existing restroom serving all fire personnel and public guests. In addition, the existing dorms housing fire personnel do not provide adequate sleeping quarters. The restroom and dorms have never undergone renovations and/or upgrades and are needed in order to comply with applicable codes, regulations, and requirements. Due to the age of the facility, it has significant signs of wear and tear, moisture damage, ventilation issues and plumbing failures.

On November 16, 2022, the City Council entered a professional services contract with Indigo | Hammond + Playle Architects to provide architectural and design services for the Fire Station 43 Restroom Remodel Project.

The project is currently in design and preparing to complete the schematic design phase.

ANALYSIS
The Capital Projects Department conducted a competitive bid to select a construction contractor for the Fire Station 43 TI Project 23-072-ITB (CIP 51031). On December 4, 2023, an invitation to bid was advertised in the local paper, routed to the Chamber of Commerce, posted on the City’s website and through OpenGov.com. Bids were due January 12, 2024.

On January 12, 2024, City Staff received 10 bids. Four (4) bids were deemed non-responsive and were disqualified due to the prime contractor not retaining 51% of the work per the requirements set forth in the bid documents; one (1) was disqualified for not signing the Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion form; and the remaining five (5) proposed costs significantly over the project budget of $400,000. The most responsible and responsive bid was $608,000, which is $200,000 above the engineer’s estimate and project budget.

The Bid Results as Follows:

Contractor Total Bid Including Alternates
Treehenge $503,400.00
Disqualified for not retaining 51% of
the work
TPM $520,000.00
Disqualified for not retaining 51% of
the work
Kaler $571,050.00
Disqualified for not retaining 51% of
the work

CONSIDERATION OF REJECTION OF ALL BIDS FOR THE
FIRE STATION 43 TENANT IMPROVEMENT PROJECT 23-072-
ITB (CIP 51031)
487
CONSIDERATION OF REJECTION OF ALL BIDS FOR THE FIRE STATION 43 TI PROJECT (CIP 51031) February 21, 2024

Page 2 ends

Pride $585,502.00
Disqualified for not retaining 51% of
the work
Pro Builders $608,000.00 Significantly over budget
American River
Construction $622,100.00 Significantly over budget
Sauren Construction $634,978.00 Significantly over budget Rodan Builders $635,000.00 Significantly over budget
Hilbers $774,653.00 Disqualified
Pro-Ex Construction $1,146,000.00 Significantly over budget Environmental Considerations
This action is not subject to CEQA because it is not an activity that may cause either a direct or reasonably foreseeable indirect physical damage in the environment. (Pub. Resources Code, § 21065; CEQA Guidelines §§ 15060(c), 15378(a).

Commission Recommendation
Not applicable.

Strategic Plan Integration
Not applicable.

Alternatives
The City Council primary alternatives are summarized below:
1) Approve the Recommended Action as described above;
2) Delay the Recommended Action and direct staff to return with alternative recommendations; or 3) Reject the Recommended Action or cancel the project.

Staff recommends Alternative 1 as the best way to move forward with the Fire Station 43 TI Project in an efficient, effective, and fiscally responsible manner.

Coordination and Review
This report was prepared by the Capital Projects Department in coordination with and review by the Fire Department, Finance Department and City Attorney.

Budget/Cost Impact
The City Council has appropriated $400,000 to this project. Approximately half of the budget has been spent to date for design and project management/staffing costs. Additional funds will be necessary to complete the construction phase of this project and will be requested at the time the construction contract is brought to Council for consideration.
488

CITY COUNCIL AGENDA REPORT
MEETING DATE: February 21, 2024 ITEM # 8
SUBJECT:

CONSIDERATION OF AMENDMENT TO COVENANT TO CONSTRUCT BETWEEN THE

CITY OF WEST SACRAMENTO AND ERNESTO DELGADO HOSPITALITY GROUP, LLC, FOR PROPERTY LOCATED AT 324 C STREET AND RELATED ACTIONS INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:

Traci Michel, Director
Economic Development and Housing
[ ] Commission [ ] Staff
[X] Other
ATTACHMENT [X] Yes [ ] No [ ] Information [ ] Direction [X] Action

OBJECTIVE
The purpose of this item is to provide City Council with sufficient information to consider an Amendment to the Covenant to Construct between the City of West Sacramento and Ernesto Delgado Hospitality, LLC, for the property located at 324 C Street in the Washington District.

RECOMMENDED ACTION
Staff respectfully recommends that the Council:

1. Find that the Amendment to the Covenant to Construct is exempt from CEQA analysis under the Class 1 Categorical Exemption, under California Code of Regulations, Title 14, Division 6, Chapter 3, Article 19, Section 15301;

2. Approve the Amendment to the Covenant to Construct between the City and Ernesto Delgado Hospitality, LLC, for the property located at 324 C Street; and

3. Authorize the City Manager or designee to execute the Amendment.

BACKGROUND
On March 17, 2021, the City entered into a Covenant to Construct (“Agreement”) with Urban Farmbox LLC (now Ernesto Delgado Hospitality, LLC) for renovation of the former City-owned property located at 424 C Street. The Agreement was completed as part of a larger settlement involving the exchange of properties located at 319 and 325 3rd Street.

Pursuant to the terms of the Agreement, the Hospitality Group was required to develop, occupy, and operate a business on the property by no later than March 17, 2024. Due to a number of factors, the project has been delayed and the Hospitality Group is requesting an extension to the Agreement.

ANALYSIS
Following execution of the Agreement in 2021, the Hospitality Group set out to design and renovate the existing building at 424 C Street in order to bring a new restaurant concept to the site to serve the Washington District and residents citywide. During this process, it was discovered that alley improvements to the north of the property would be necessary to meet ADA and public access requirements.

Concurrent with this work, a new affordable housing project “Huddle on 5th” was proposed at 221 5th Street, which also required use of this alley. The Huddle on 5th is a new affordable housing program which will accommodate single-parent students and their families while also providing them with wrap-around services to ensure that they thrive as both students and parents. In order to accomplish the alley improvements as part of, and within the required timeframe for, the Huddle on 5th project, the Hospitality Group’s property improvements had to be delayed. Once the housing project and alley improvements are complete, the Hospitality Group is prepared to move forward and construct a new restaurant space on the 5th and C property.

Staff is recommending an Amendment to the existing Agreement to allow an extension for up to two years to complete all required improvements. This extension will not only help to avoid construction conflicts that often occur with neighboring properties under development simultaneously, but it also supports the project moving forward at a time when market conditions might better support the financing and construction of a new restaurant.

Environmental Considerations
This proposed Amendment to the Covenant to Construct is exempt from CEQA analysis under the Class 32 Categorical Exemption, under California Code of Regulations, Title 14, Division 6, Chapter 3, Article 19, Section 489
Ernesto Delgado Hospitality Amendment to Covenant to Construct February 21, 2024

Page 2 ends

15332 (infill development). These actions will permit the Hospitality Group to construct future minor improvements to an existing building.

Commission Recommendation
Not applicable.

Strategic Plan Integration
Not applicable.

Alternatives
The Council’s primary alternatives to the recommended action include:

1. Let the existing Covenant to Construct expire; or

2. Propose modified terms of the Amendment to Covenant to Construct.

These alternatives are not recommended as they would delay improvements to the 324 C Street property. The current Covenant to Construct with Ernesto Delgado Hospitality LLC is set to expire in March 2024. The process for completing design work and obtaining permits can take up to a year to complete. It is highly unlikely that another restaurant operator would be able to take over the property, complete improvements and begin operations earlier than the Hospitality Group.

Coordination and Review
This report was written and reviewed in coordination with the Community Development Department and the City Attorney’s office.

ATTACHMENT

1. Amendment to Covenant to Construct
490
2459473.1 7203.391 1

NO FEE DOCUMENT
Government Code § 6103 & § 27383
Recording Requested By and
When Recorded, Mail This Document
and Tax Statements To:

City of West Sacramento
1110 West Capitol Avenue
West Sacramento, CA 95691
Attn: City Clerk
______________________________________________________________________________

AMENDMENT TO COVENANT TO CONSTRUCT
This Amendment to Covenant to Construct (“Amendment”) is made and entered into February 21, 2024 (the “Effective Date”), by and between the City of West Sacramento, a California municipal corporation (“City”), and The Ernesto Delgado Hospitality Group, LLC, a Wyoming limited liability company (the “Hospitality Group”).

RECITALS
A. Hospitality Group owns that certain real property located at 324 C. Street, in the City of West Sacramento, State of California, legally described in Exhibit A, attached hereto and incorporated herein (the “Property”).

B. On or about March 17, 2021, the parties entered into a Covenant to Construct (“Agreement”) under the terms of a Settlement Agreement between the Urban Farmbox LLC, a California limited liability company and the City dated February 5, 2021, and a related Exchange Agreement dated February 5, 2021. The Agreement was recorded on March 17, 2021, in the Official Records of the Yolo County Recorder as Document No. 2021-0010788.

C. Pursuant to the terms of Section 1 of the Agreement, the Hospitality Group was to cause the development, occupancy, and operation of a business on the Property by March 17, 2023, twenty-four (24) months after the date the Agreement was recorded with the Official Records of Yolo County (the “Operation Deadline”).

D. The Operation Deadline was subject to the terms of Section 1(e) of the Agreement, which allows for a one (1) year extension of the Operation Deadline based upon the City’s reasonable approval if the Hospitality Group is making material progress towards development, occupancy, and operation of a business on the Property.

E. The Hospitality Group has requested an additional extension of the Operation Deadline, and the City has agreed to such extension, subject to the terms of the Agreement and the terms contained herein.

NOW, THEREFORE, in consideration of the mutual covenants and undertakings set forth herein and in the Agreement, and other good and valuable consideration, the receipt and sufficiency of which hereby are acknowledged, the City and the Hospitality Group hereby agree as follows:

Attachment 1
491
2459473.1 7203.391 2

AGREEMENT

1. Extension of Operation Deadline. The Operation Deadline shall be extended for one (1) year from March 17, 2024, to March 17, 2025. At the reasonable discretion of the City manager, the Operation Deadline may be extended one additional (1) year at the request of the Hospitality Group, provided that the Hospitality Group has made material progress towards, and is continuing in good faith towards development, occupancy, and operation of a business on the Property.

2. No Other Amendments. Except as expressly amended herein, the Agreement remains unchanged and in full force and effect.

3. Conflict. In the event of any conflict between the terms of the Agreement and this Amendment, this Amendment shall control.

4. Counterparts. This document may be executed in one or more counterparts, each of which shall be deemed an original but all of which together shall constitute one and the same document.
(Signatures on Next Page)
492
2459473.1 7203.391 3
IN WITNESS WHEREOF, the parties hereto have caused this Amendment to be executed by City and Developer as follows:

CITY: HOSPITALITY GROUP:

City of West Sacramento,
a California municipal corporation
By: ________________________________
Aaron Laurel, City Manager

The Ernesto Delgado Hospitality Group, LLC,
a California limited liability company
By: ______________________________
Ernesto Delgado, Manager
493
2459473.1 7203.391 Exhibit A to Covenant to Construct
Exhibit A to Covenant to Construct
(Legal Description of Property)
494
2459473.1 7203.391 Exhibit A to Covenant to Construct 495 2459473.1 7203.391

CERTIFICATE OF ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California )
)
County of ______________ )
On ________________________ before me, ________________________, Notary Public, personally appeared _________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature ______________________________ (Seal)
496
2459473.1 7203.391

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature ______________________________ (Seal)
497

CITY COUNCIL AGENDA REPORT
MEETING DATE: February 21, 2024 ITEM # 9
SUBJECT:

PUBLIC HEARING AND CONSIDERATION OF RESOLUTION 24-18 ADOPTING THE

WEST SACRAMENTO SIDEWALKS AND TRANSPORTATION EQUITY PROGRAM PLAN INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[ ] Council [X] Staff
[ ] Other
Stephanie Chhan, Senior Transportation Planner
Community Development Department
ATTACHMENT [X] Yes [ ] No [ ] Information [ ] Direction [X] Action

OBJECTIVE
The objective of this report is to present the daft final Sidewalks and Transportation Equity Program Plan to City Council for consideration of adoption.

RECOMMENDED ACTION
Staff respectfully recommends that the City Council:
1) Conduct a public hearing;
2) Find the adoption of the Sidewalks and Transportation Program Plan is exempt from review under the California Environmental Quality Act and qualifies for a Statutory Exemption under Senate Bill 922 as a pedestrian transportation plan that establishes a comprehensive, coordinated approach to improving pedestrian infrastructure and safety pursuant to Public Resource Code Section 21080.20; and 3) Approve Resolution 24-18 adopting the Sidewalks and Transportation Equity Program Plan.

BACKGROUND
In June 2021, the California Department of Transportation awarded the City of West Sacramento $258,419 in state funding under the Fiscal Year 2021-22 Sustainable Transportation Planning Grant Program, contingent upon the City executing a grant agreement and meeting the local match requirement of 11.47%, or $33,481, for the West Sacramento Sidewalk Transportation and Equity Program (STEP).

In August 2021, the City Council adopted Resolution 21-37, authorizing the City Manager to execute a grant agreement with the California Department of Transportation (Caltrans) and to allocate $33,481 from Measure N as a match the $258,419 award.

The City currently lacks a complete inventory of existing sidewalk assets, as well as staff capacity to collect this data independently. By completing this work, the City will be able to equitably prioritize sidewalk gap closures and repairs in neighborhoods where residents rely on walking for daily trips most often, which will help enhance safety, connectivity, and accessibility for those residents.

A request for proposals was issued to seek qualified consultants, and on May 18, 2022, the City Council awarded a professional services contract to NN Engineering, Inc. in partnership with Civic Thread (formerly “WALKSacramento”), DIYSL Consulting, and UNICO Engineering (collectively referred to as “Consultant Team”) to develop the STEP Plan. The Consultant Team supported City staff with the following tasks as identified in the grant agreement:
• Task 1: Citywide Sidewalk Inventory & Assessment
• Task 2: STEP Project Prioritization Framework
• Task 3: STEP Implementation & Investment Strategy
• Task 4: Public Outreach
• Task 5: Advisory Committee Meetings
• Task 6: Draft and Final STEP Plan
• Task 7: City Council Review/Approval
Throughout the summer and fall of 2022, the project team set up a community advisory committee, began data collection of sidewalk status, and researched best practices on equity-based approaches in prioritizing projects.

With this background, staff presented an update and sought City Council feedback on the STEP vision, goals, and outreach approach on February 15, 2023.
498
STEP Plan Adoption
February 21, 2024

Page 2 ends

ANALYSIS
After City Council confirmation of the STEP vision and goals, the project team continued with the development of the STEP Plan. Updates were brought to the TMI Commission at key points for input:
• August 21, 2023 – staff presented the draft project prioritization framework to be used in developing a STEP project priority list. The TMI Commission supported the project prioritization process and the definition of Equity Priority Areas. The TMI Commission provided feedback on the scoring criteria (i.e. proximity to key destinations, posted speed limits, youth population, older adult populations, zero-vehicle households, etc.) used to identify street segments of highest priority for pedestrian improvements based on safety, health and equitable access.
• November 6, 2023 - staff presented the proposed STEP project list and top five priority projects. The TMI Commission supported the project list and the top five priority projects. These five projects (in no particular order) are:
• Project 1: Bryte
• Project 2: South of Sacramento Ave
• Project 3: Broderick
• Project 6: Michigan-Glide
• Project 8: River City High School
• January 8, 2024 - staff presented the draft STEP Plan and recommended that the TMI Commission move the City Council adopt the final STEP Plan, alongside any comments or guidance set forth by the Commissioners. Staff presented some anticipated changes between the draft and final STEP Plan, but the TMI Commission did not have any comments or policy guidance to incorporate into the final plan.

Throughout the development of the STEP Plan, the project team has conducted extensive outreach to keep the community apprised of the project and to seek community involvement and feedback. The project team hosted seven community advisory committee meetings with of nine members, ten focus group discussions with 72 participants, three sidewalk audits with 33 participants, one community survey with 475 respondents, a virtual community workshop that also included an in-person watch party, and four pop-up events with 175 attendees.

The draft STEP Plan was released for public comment between December 8, 2023 to January 17, 2024 – an extended public comment period to account for the holidays. Hardcopies of the draft STEP Plan were available at City Hall and the Community Center, and available by mail upon request. The City promoted the draft STEP Plan on social media and distributed the flyers to community-based organizations, parent-teacher associations, faith-based groups, and other local organizations. The City was also able to partner with Meals on Wheels to distribute flyers and the Executive Summary of the draft STEP Plan. Spanish and Russian interpretation and translation was interwoven into the project outreach. For example, Spanish and Russian interpretation was available at select sidewalk audits and pop-up events. The community survey was released in English, Spanish, and Russian. Excerpts of the draft STEP Plan executive summary were translated to Spanish and Russian.

Community input was critical in the establishment of the STEP goals and objectives, definition of priority areas, identification of the prioritization process, and refinement of the STEP list of projects.

The draft final STEP Plan is included as Attachment 1. The draft final STEP Plan includes updated project scoring based on data refinement and updated Project 6: Michigan-Glide to include Glide Avenue. Appendices to the STEP Plan include memorandums and summary documentation that provide more detail on the development of plan and a response to public comment table. Due to the technical nature and length, the whole appendix is available on the STEP Plan project website. The public comment table has been extracted and included as Attachment 2 for City Council.

As part of the Caltrans Sustainable Transportation Planning Grant Program, the City will consider adoption of the STEP Plan. As such, staff recommends that City Council approve Resolution 24-18 (Attachment 3).

Environmental Considerations
The STEP Plan qualifies for a Statutory Exemption under Senate Bill 922 as a pedestrian transportation plan because it was developed by the City to promote and encourage residents to choose walking through the creation of safe, comfortable, connected, and accessible pedestrian networks. Projects identified in the plan remain subject to CEQA unless other exemptions apply (Public Resources Code Section 20180.20(a)(3)). As such, staff has prepared a Notice of Exemption for the West Sacramento STEP Plan (Attachment 4). Individual environmental reviews will be conducted for each recommended STEP project at the time of implementation.

Generally, the STEP projects qualify for Categorical Exemptions, which can be done by staff. 499
STEP Plan Adoption
February 21, 2024

Page 3 ends

Commission Recommendation
The draft STEP Plan was presented to the Transportation, Mobility, and Infrastructure Commission on January 8, 2024. Staff shared the anticipated changes between the draft and final draft Plan with the Commission. The TMI Commission did not have any further comments or policy guidance for staff to consider. Due to the timing and deadlines of Caltrans Sustainable Transportation Planning Grant Program, the TMI Commission moved to recommend the final STEP Plan.

Strategic Plan Integration
This project advances the 2023 Strategic Plan strategic principle of Mobility and Connectivity to provide convenient and sustainable choices for people to get where they’re going. The STEP initiative also directly implements the goals, strategies and tactics set forth by the General Plan 2035; Mayors’ Commission on Climate Change; Bicycle, Pedestrian, and Trails Master Plan; Age Friendly Action Plan; Mobility Action Plan; and forthcoming Climate Action Plan. Specifically, STEP is the initial effort to implement General Plan Goal M-6:
“Develop and maintain a safe, accessible and integrated pedestrian system that promotes walking” and General Plan Policies M-6.1 Cohesive Network, M-6.2 Continuous Network, M-6.7 Safe Pedestrian Crossings, M-6.9 Safe Sidewalks, and M-6.10 Completion of Sidewalk System.

Alternatives
The City Council’s primary action alternatives are as follows:
1) Approve the recommended actions as stated above; or
2) Approve with modifications to the West Sacramento Sidewalks and Transportation Equity Program; or 3) Direct the item to be moved to a later meeting; or
4) Decline to hold a public hearing and adopt the West Sacramento Sidewalks and Transportation Equity Program.

Alternative 1 is the recommended action. Alternative 2 is not recommended given that the project team has developed the final STEP Plan with extensive public outreach. Alternatives 3 and 4 are not recommended as the City needs to complete the project within the schedule of the Caltrans Sustainable Transportation Planning Grant timeline. If the project is delayed and not completed within the grant timeline, the City cannot incur valid project cost after the grant deadline of March 30, 2024. Furthermore, grant award performance is taken into consideration and evaluation of future grant applications.

Coordination and Review
This report was coordinated by the Transportation & Mobility Division of the Community Development Department. Elements of the Agenda Report’s content were coordinated with the STEP project team comprised of NN Engineering, Inc., Civic Thread, DISYL Consulting, and UNICO. Varying levels of coordination of the project have also occurred with the City Manager’s Office, Community Development Department, Capital Projects Department, Economic Development and Housing Department, Parks and Recreation Department, and Public Works Department.

Budget/Cost Impact
This project was appropriated to the FY 2021-22 Operations and Maintenance budget as approved by Council via Resolution 21-37 for a total appropriation of $291,900 with $258,419 from FY 21-22 Caltrans STEP GrantRMRA (SB1) and the City’s local match commitment of 11.47%, or $33,481 of Measure N – Community Improvements Funds. The City Council adopted Resolution 22-60 on May 18, 2022 appropriating $48,580 from Measure N – Community Investment to the Caltrans STEP Grant cost center (252-9656) to meet a shortfall of $48,580, related to estimated staff and resources cost and 10% contingency needed to complete the project. On April 21, 2023, the City executed Amendment 1 to the Contract for Services with NN Engineering, Inc. to extend the contract to March 30, 2024 to align with the grant timeline and to increase compensation by $20,490, for a new not-to-exceed contract total of $312,336 for in-person support at outreach events and Commission and City Council meetings. No additional funds are being requested at this time.

ATTACHMENTS

1. Draft Final Sidewalks and Transportation Equity Program Plan

2. Sidewalks and Transportation Equity Program Plan Appendix Excerpt – Public Comment Table

3. Resolution 24-18

4. Notice of Exemption
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City of West Sacramento

SIDEWALKS AND

TRANSPORTATION

EQUITY PROGRAM PLAN
DRAFT FINAL February 2024
Attachment 1
501
502
West Sacramento Sidewalks and Transportation Equity Program i
Table of Contents
Page
Executive Summary ................................................................................. 1 1 Introduction .....................................................................................11 What is STEP?..............................................................................................................12 Why is STEP Important? ...............................................................................................13 Goals & Objectives........................................................................................................14 Project Timeline ............................................................................................................15 2 Community Engagement..................................................................16 Community Engagement Approach...............................................................................17 Advisory Committee ......................................................................................................18 Sidewalk Audits.............................................................................................................18 Focus Groups & Interviews ...........................................................................................21 Community Survey........................................................................................................22 Pop-Up Events..............................................................................................................22 3 Best Practices Review.....................................................................23 Lessons Learned and Incorporated...............................................................................26 4 Sidewalk Inventory & Assessment ..................................................27 5 Identify and Prioritize STEP Projects ..............................................32 Step 1: Define What Constitutes a Project.....................................................................33 Step 2: Identify Equity Priority Areas .............................................................................33 Step 3: Apply STEP Goals and Factor Scoring to Street Segments ..............................36 Step 4: Prioritize Missing Sidewalks ..............................................................................43 Step 5: Form Projects from Scored Segments...............................................................43 Step 6: Apply Equity Weighting .....................................................................................46 Step 7: Ground Truth Prioritization Scoring with Community and Partner Engagement..................................................................................................................46 Step 8: Evaluate Implementability of Projects................................................................47 6 Implementation................................................................................48 STEP Projects...............................................................................................................49 Funding STEP Projects ................................................................................................. 55 CEQA Considerations ...................................................................................................67 Moving Forward with STEP...........................................................................................68 © 2023 California Department of Transportation and City of West Sacramento. All Rights Reserved. 503
West Sacramento Sidewalks and Transportation Equity Program ii
Table of Figures
Page
Figure 1 STEP Goals and Objectives ............................................................................14 Figure 2 STEP Project Milestones.................................................................................15 Figure 3 STEP Engagement Strategies Overview.........................................................17 Figure 4 West Sacramento Sidewalk Inventory .............................................................29 Figure 5 Top 25% Disadvantaged Communities Per SB 535 & CalEnviroScreen 4.0....30 Figure 6 Sample of Analysis of Aerial Drone Data.........................................................31 Figure 7 Equity Priority Area Criteria .............................................................................35 Figure 8 Composite Street Segment Scores ................................................................. 42 Figure 9 Top 50% of Street Segments Where Sidewalk is Missing on Both Sides.........44 Figure 10 Area of Greatest Sidewalk Deficiency............................................................45 Figure 11 Approved Crosswalk and Sidewalk Improvement Projects ............................46 Figure 12 STEP Projects Map.......................................................................................52 Figure 13 Community Facility Districts ..........................................................................56 Table of Tables
Page
Table 1 Equity Metrics by City .......................................................................................25 Table 2 Prioritization Factors by City .............................................................................25 Table 3 STEP Goals & Associated Scoring Criteria.......................................................38 Table 4 Spot Improvement Examples............................................................................49 Table 5 STEP Project Details ........................................................................................53 Table 6 West Sacramento General Sales Tax Measures ..............................................57 Table 7 Summary of STEP Funding Mechanisms .........................................................66 Appendices
Appendix A: STEP Best Practices Review
Appendix B: STEP Engagement
Appendix C: STEP Project Prioritization & Identification Methodology Appendix D: STEP Implementation & Investment Report
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West Sacramento Sidewalks and Transportation Equity Program 1 EXECUTIVE SUMMARY
Sidewalks are a foundational component of a city’s transportation system. Sidewalks can provide safe, connected, and accessible passage to everyday destinations—home, school, employment, recreation, entertainment, healthcare, shopping. Yet, in some neighborhoods in West Sacramento, sidewalks are distressed, non-compliant, or completely absent. The Sidewalk Equity and Transportation Program (STEP) seeks to address this access imbalance by starting with what we know as the most basic need for people to transport themselves – a continuous and connected sidewalk network. This STEP Plan, the first of its kind for the City of West Sacramento, was carefully crafted alongside the community at every stage in the process to identify a list of sidewalk construction projects that will fill in sidewalk gaps in high priority areas. Improving sidewalks has the power to uplift communities across the City, especially the communities that stand to benefit the most from safer and more convenient transportation options.

A Collaborative Community Effort
A plan centering equity is one that must center community voices. This plan from the start sought to bring in West Sacramento communities representing voices often left out from planning processes as key contributors and collaborators to develop the STEP Plan. Our engagement strategies were carefully selected and implemented to ensure we incorporated the needs and priorities of:

Affinity groups that have been systematically excluded from planning processes

People who rely on active transportation (e.g., walk, bike, rolling, mobility devices)
Households with zero or one vehicle
Residents of Disadvantaged Communities
People with limited English-speaking proficiency
People with limited or no internet access
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West Sacramento Sidewalks and Transportation Equity Program 2 A core component of STEP was the establishment and participation of the 9-community member Advisory Committee. Other engagement activities included community sidewalk audits, focus group interviews, a community survey, and pop-up events. Community input was critical in the establishment of the STEP goals and objectives, definition of priority areas, identification of the prioritization process, and refinement of the STEP list of projects.

STEP Goals
These goals, developed by city staff and the community, are the foundation of the STEP Plan development and implementation.
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West Sacramento Sidewalks and Transportation Equity Program 3 Best Practices Review
A first step in understanding how to incorporate equity into STEP development was to review how peer cities defined and incorporated equity to prioritize sidewalk investments.

Key findings from this review were foundational to the development of STEP’s prioritization criteria and weighting methodology. The following list includes what lessons learned and incorporated from the review:
• An institutional understanding of the connection between investment, equity, and place is needed
• There are many ways to both measure and prioritize equity • Meaningful and intentional community engagement is a key component to the creation of an equitable project planning and prioritization process • A data-driven methodology is useful for identifying and prioritizing project investments
Sidewalk Inventory & Assessment
A citywide sidewalk inventory and assessment provides the foundation for STEP. A comprehensive citywide database of sidewalk presence, quality, and compliance is a critical first step that informs the prioritization process and the plan for preventative maintenance and development projects. The sidewalk inventory used in this plan is comprised of a combination of existing GIS data from the City and new data gathered as part of this project.

Additional sidewalk data was collected in areas designated disadvantaged using CalEnviroScreen 4.0 to complement and build upon the existing sidewalk inventory, including both drone aerial mapping and lived experience insights. The additional data collection effort confirmed the status of whether a sidewalk was present or missing on either side of a street and identified the width of sidewalks where they were present, based on drone aerial imagery.

According to the sidewalk inventory, just under two-thirds (61%) of street segments have contiguous sidewalks on both sides of the street. The remainder of the street network is either missing sidewalks entirely or has gaps on one or both sides where some sidewalks are present.
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West Sacramento Sidewalks and Transportation Equity Program 4 508
West Sacramento Sidewalks and Transportation Equity Program 5 Prioritizing Projects
Through the extensive and critical engagement process, key criteria supporting each goal emerged for the prioritization process. These criteria were mapped upon West Sacramento streets and scored accordingly. The higher a street segment scored, the greater the need and the higher the priority.

Goal Prioritization Criteria
Safety & Safe Routes
Improves pedestrian safety and
provides safe access to key
destinations
• Proximity to key destinations
• # ped/bike-involved fatal or severely injured collisions • Population density
• Posted speeds
Health & Environment
Encourages a healthy, active lifestyle
and non-single occupancy vehicle
(SOV) travel
• Type 2 diabetes rates
• Asthma rates
Equitable Access
Improves non-SOV access for
historically underserved populations
• Sidewalk absence/gaps
• Older adults
• Youth
• Zero-vehicle households
• People with disabilities
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West Sacramento Sidewalks and Transportation Equity Program 6 510
West Sacramento Sidewalks and Transportation Equity Program 7 STEP Implementation
The STEP project list was created by first considering the areas that scored the highest in the prioritization analysis and the community input garnered throughout the engagement process. Top scoring street segments that are missing sidewalks on both sides of the street were identified and combined into project groupings based on proximity and relative size of the project. The project list was further refined as follows:
• Considering status of streets where the City is currently leading sidewalk and crosswalk improvement projects and where developers have submitted major private development projects approved by the City that include sidewalk improvements
• Ensuring a geographic spread of sidewalk improvements across West Sacramento
• Keeping costs under $5 million for greater funding/implementation opportunities
Incrementally, each project will move West Sacramento a step in the right direction towards creating a more walkable and safer city. To support the implementation of the STEP projects, potential funding mechanisms have been identified that may offer support for construction and maintenance.
*Designates project is selected to advance for concept development Project Number Project Name Project Score
1* Bryte 15
2* South of Sacramento
Ave
17 3* Broderick 19
4 State Streets 13
5 Washington District 16
6* Michigan-Glide 18
7 River Oaks 9
8* River City High School 12
9 Marshall Road 12
10 Pioneer Bluff 11
11 Evergreen Ave 14
12 West Capitol Ave 9
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West Sacramento Sidewalks and Transportation Equity Program 8 512
West Sacramento Sidewalks and Transportation Equity Program 9 Funding Mechanism Description
Source
(local/regional
/state/federal)
Construction Maintenance
Local
match/leverage
funds
Setting
(neighborhood or regional
improvement)
Measure N Sales tax Local    Neighborhood or regional Measure E Sales tax Local    Neighborhood or regional Tax Increment Financing
Tax
Increment
Financing
Local    Neighborhood or regional
City Impact Fees Impact Fee Local   Regional
Measure K (Formerly
Measure J) Sales tax Local    Neighborhood or regional Measure V Sales tax Local   Neighborhood or regional
ATP Grant State/Regional
(MPO)   Neighborhood or regional
HSIP Grant Federal  Neighborhood or regional
SS4A Grant Federal   Neighborhood or regional
CDBG Grant Federal  Neighborhood or regional
SACOG Regional
Funding Programs Grant Regional  Regional
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West Sacramento Sidewalks and Transportation Equity Program 10 Moving Forward with STEP
The STEP Plan identifies approximately 21 miles of new sidewalks that will greatly improve the pedestrian network. Upon approval of the STEP Plan by City Council, staff will move forward with consideration of the near-term projects and future programming of the longer-term projects. Each project identified in the STEP Plan will require project level environmental considerations, design, and right-of-way analysis prior to construction.

A safe, well-maintained, and complete sidewalk network is fundamental to support residents of all ages and abilities who walk or roll. Constructing the projects identified in the STEP Plan is only the beginning. Actions related to changes to standards, codes and policies, further improvements to the pedestrian infrastructure data inventory, integration of the STEP Plan into other planning documents and diversified funding for neighborhood multimodal transportation improvements are also recommended to support an equitable pedestrian network in West Sacramento.
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West Sacramento Sidewalks and Transportation Equity Program 11 1 INTRODUCTION
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West Sacramento Sidewalks and Transportation Equity Program 12 The City of West Sacramento is roughly 22 square miles, with closer to 16 miles of urbanized area where most transportation occurs, and roughly 190 miles of roadways.

The neighborhoods of Bryte, Broderick, and West Sacramento were developed long before the incorporation of West Sacramento in 1987. As the City has grown over time, the majority of pedestrian infrastructure investment have tracked with new development, wherein the funding from these new developments (including impact fees) supports the construction of new sidewalks or repair of deficiencies. For example, significant infill development along the City’s northeastern Riverfront has brought improvements to a limited area of the North that include the installation of high visibility bike lanes and cross walks, frontage improvements, and a Class 4 cycle track segment.

This development pattern has resulted in severe inequities and disproportionate investment in the City. The most severely disadvantaged communities in the City, North Central and Northwest, were developed before the City incorporated and were built without sidewalks in many areas. Additionally, sidewalks are recognized under the Americans with Disabilities Act of 1990 (ADA) as a vital part of accessible transportation infrastructure designed to improve the quality of life of persons with disabilities. ADA provides requirements and specifications on accessible sidewalks and street crossings.

While this Plan will not be able to provide universal specifications or solutions as there may be challenges to the citywide pedestrian network that are unique, it will provide the City with conceptual plans for five priority projects and options to consider when faced with the unique challenges of developing and maintaining a comprehensive pedestrian network in a developed landscape.

WHAT IS STEP?
“The most foundational and vital
component to an equitable
transportation system is the
provision of safe, contiguous
sidewalks that are universally
accessible and connect residents to
vital daily needs.”
The West Sacramento Sidewalk and Transportation Equity Program (STEP) establishes the data, processes, policies, and programs necessary for the City to invest in sidewalk gap closures, repairs, and maintenance in areas where they are most needed to make walking a high-quality and safe transportation option. Most importantly, the Project Prioritization Framework developed through STEP is centered on social equity and helps the City ensure that transportation investments are focused on neighborhoods that rely the most on walking, biking, and transit, while helping to address historical damages and disproportional impacts of the transportation system on these communities. 516
West Sacramento Sidewalks and Transportation Equity Program 13 The development of STEP was funded by the California Department of Transportation Senate Bill 1 Sustainable Transportation Planning Grant – Sustainable Communities category.

WHY IS STEP IMPORTANT?
STEP provides the City with prioritized locations for sidewalk gap closers and repairs, focusing in neighborhoods where residents rely on walking for daily trips most often. It enables the City to focus on equitable transportation investments that enhance safety, connectivity, and accessibility for these residents.
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West Sacramento Sidewalks and Transportation Equity Program 14 GOALS & OBJECTIVES
The goals for STEP were developed by city staff and the community and form the foundation of the STEP Plan development. They are to 1) improve safety and create safer routes for people of all ages and abilities, 2) improve the community’s health and our environment by supporting transportation choices other than driving, and 3) incorporate equity as a grounding principle for the STEP planning process and improvements so that those who stand to benefit the most from the program investments are prioritized and positively impacted. The STEP goals and objectives are illustrated in Figure 1.

Figure 1 STEP Goals and Objectives
An implementable STEP Plan should be consistent with adopted plans and local, regional, and statewide policies that affect the construction of pedestrian infrastructure. The following plans, documents, and policies were taken into consideration during the development of the STEP Plan:
• West Sacramento General Plan 2035
• 2018 West Sacramento Bicycle, Pedestrian and Trails Master Plan • West Sacramento Mobility Action Plan
• West Sacramento Age-Friendly Action Plan
• Mayors' Commission on Climate Change: Achieving Carbon Zero in Sacramento and West Sacramento by 2045
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West Sacramento Sidewalks and Transportation Equity Program 15 • City of West Sacramento's Americans with Disabilities Act (ADA) Self-Evaluation and Transition Plan
• West Sacramento Standard Design and Specifications

PROJECT TIMELINE
The City launched STEP in June 2022 and anticipates completion of the STEP Plan by March 2024. Major project milestones in the plan development process include (Figure 2):

Figure 2 STEP Project Milestones
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West Sacramento Sidewalks and Transportation Equity Program 16 2 COMMUNITY ENGAGEMENT
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West Sacramento Sidewalks and Transportation Equity Program 17 COMMUNITY ENGAGEMENT APPROACH
A key component for ensuring an equitable approach to STEP has been to center community involvement and feedback in every stage of the plan development. The STEP planning process incorporated equity-centered best practices for community engagement to ensure the plan authentically reflects the community needs and priorities. The iterative engagement process helped form the STEP goals and objectives, define priority areas, establish sidewalk improvement priorities, and refine the STEP list of projects. This chapter describes the engagement approach, while subsequent chapters highlight the application of findings from engagement activities to the STEP process.

STEP community engagement sought to go beyond the traditional strategies by implementing ones that elevated voices not often heard (Figure 3). To best understand current sidewalk and transportation needs, concerns, and priorities, key communities were identified and prioritized in all engagement and outreach efforts. These communities included:
• People that have been systematically excluded from planning processes • People who rely on transportation options other than driving a personal vehicle (walk, bike, rolling, mobility devices, public transit, etc.) • Households with zero or one vehicle
• Residents of Disadvantaged Communities0F
1 • People with limited English-speaking proficiency
• People with limited or no internet access
Figure 3 STEP Engagement Strategies Overview
1 Disadvantaged communities are those that experience relatively lower income levels; higher unemployment rates; and relatively higher exposure to environmental pollution, including exposure to impaired water and groundwater contamination. More information on the City of West Sacramento’s Disadvantaged Communities and Environmental Justice Element can be found here.
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West Sacramento Sidewalks and Transportation Equity Program 18 Community engagement activities included an Advisory Committee, sidewalk audits, focus group interviews, a public survey, a community workshop, and pop-up events. A variety of outreach methods were used to promote these activities, such as flyers, online postings, and local publications. Further engagement materials and summaries can be found in Appendix B.

ADVISORY COMMITTEE
A core component of the development of STEP was the establishment and participation of the 9-member Advisory Committee (AC). The AC was comprised of residents and community leaders who are representative of West Sacramento’s diverse populations, with an emphasis on representation from the City’s Disadvantaged Communities. The AC members’ key roles included providing guidance and feedback to the project team that reflects their community's values and needs, sharing best practices and locations for engagement, promoting events with their networks and peers, reviewing, and validating project findings, and attending meetings/workshops held throughout the project.

Provide guidance and feedback to the project team that
reflects their community’s values and needs
Share best practices and locations for engagement
Share information and promote events with their networks and peers
Attend up to 8 meetings/workshops to be held throughout the project

SIDEWALK AUDITS
Three sidewalk audits were conducted during late April 2023 and early May 2023 to achieve the following four primary project engagement goals:
• Discuss Community Values & Concerns
• Identify Safety Hazards
• Identify Improvements
• Support Selection of Priority Projects
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West Sacramento Sidewalks and Transportation Equity Program 19 These audits took place in Lighthouse Charter School and Bryte Park in the Broderick/Bryte neighborhood, as well as Joey Lopes Park, located in the neighborhood adjacent to the north side of the Capital City Freeway Corridor.

Each of the audits kicked off with a cognitive mapping activity and a sidewalk amenities and deficiencies “card sort” activity designed to encourage authentic discussion on community values, priorities, and concerns. The event concluded with a “dotmocracy” activity to help ground truth community priorities previously identified in the card sort activity, followed by a post-audit debrief.

Light refreshments and water were provided to participants throughout the event.

Community sidewalk audits were designed to be family friendly and included springthemed games and scavenger hunt activities to encourage participation from families with younger children. The sidewalk audit hosted at Lighthouse Charter School was supported with Russian interpretation services and the sidewalk audit hosted at Joey Lopes Park was supported with Spanish interpretation services. Co-hosting the third community sidewalk audit with the American Association of Retired People (AARP) further supported reaching a wider age range by engaging local AARP members in the event. 523
West Sacramento Sidewalks and Transportation Equity Program 20 524
West Sacramento Sidewalks and Transportation Equity Program 21 FOCUS GROUPS & INTERVIEWS
Early in the project, two virtual focus groups engaged staff from Broderick Bryte Community Action Network and the Slavic American Chamber of Commerce to discuss pedestrian needs in neighborhoods of focus. Interviews were also conducted with the City of Sacramento Department of Public Works and Oakland Department of Transportation staff to discuss their equity-centered approach to planning pedestrian projects.

Later in the project, five additional focus group discussions were held in varying formats with agency stakeholders (Sacramento Area Council of Governments and Yolo Climate Action Commission Equity & Engagement Working Group) and community members to gather additional feedback on sidewalk and pedestrian mobility priorities and ground truth initial drafts of the STEP prioritization framework. Community-oriented focus groups were held “pop-up” and “forum” style in English, Spanish, and Russian at Arthur F. Turner Library’s El día de los niños event, West Sacramento Community Center’s Senior Resource Fair event, and the Slavic Baptist Church to better meet people in places that are most convenient and comfortable to them. During the community-oriented events, participants were engaged in the same cognitive map activity and card sort activities as the sidewalk audits to build consistency around feedback. 525
West Sacramento Sidewalks and Transportation Equity Program 22 COMMUNITY SURVEY
A comprehensive survey was administered to residents of West Sacramento by a neutral research firm. This survey aimed to evaluate community experiences related to walking and wheeled transportation, such as bicycles and scooters, within the City, and ground truth community priorities. The study gathered responses from 475 individuals between April 7th and May 22nd, 2023. The survey was conducted in various formats, including automated telephone calls, online portal, and pop-ups at community events. Three local organizations – Slavic-American Chamber of Commerce, Mercy Coalition of West Sacramento, and Holy Cross Parish of West Sacramento – helped with survey outreach to their networks.

POP-UP EVENTS
To ensure a broad and inclusive reach for the STEP Plan development, particularly with the aim of bridging the digital divide, our engagement efforts extended beyond online and telephonic channels. Pop-Up events were hosted to meet people where they were already to bolster survey responses, garner feedback on the prioritization methodology, and to give notice on upcoming public workshops. Four pop-up events in collaboration with three local organizations—The Slavic American Chamber of Commerce, The Mercy Coalition of West Sacramento, and The Holy Cross Parish of West Sacramento — were hosted to provide residents with on-the-spot opportunities to complete the survey. 526
West Sacramento Sidewalks and Transportation Equity Program 23 3 BEST PRACTICES REVIEW
527
West Sacramento Sidewalks and Transportation Equity Program 24 An important early exercise in the development of STEP was to understand how to incorporate equity into the project prioritization process to guide sidewalk investments.

Current industry practices around equity metrics and weighting criteria were reviewed, particularly for capital improvement and sidewalk and pavement maintenance programs, looking at sidewalk, pedestrian and/or transportation priority plans in six cities:
• Sacramento Transportation Priorities Plan (2022)
• PedPDX: Portland Citywide Pedestrian Plan (2019)
• Oakland Capital Improvement Plan and 5-Year Paving Plan (2021) • Seattle Pedestrian Master Plan (2017)
• Dallas Sidewalk Master Plan (2021)
• Shoreline WA Sidewalk Prioritization Plan (2018)
The case studies were selected by city and consultant staff based on equity being a key component in their project prioritization frameworks for pedestrian projects and tools. The plans and programs summarized in this review contain varying levels of information based on publicly available documentation and conversations with city staff.

The review asked two important questions of each peer city to help steer the STEP development – How is equity measured and what factors are used to prioritize investments. The findings for these questions are summarized in Table 1 and Table 2.

These findings were shared with the Advisory Committee to garner their feedback on what to include as equity metrics and prioritization factors for STEP. The full case studies report can be found in Appendix A.
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West Sacramento Sidewalks and Transportation Equity Program 25 Table 1 Equity Metrics by City
Equity Metrics Sacramento Portland Oakland Seattle Dallas Shoreline Race      
Income     
Disability    
Age   
Limited English proficiency  
Social Vulnerability 
Physical activity rates (selfreported) 
Obesity rates 
Diabetes rates 
Lack of Basic Infrastructure  
Single-Parent Families 
Rent-Burden 
Low Educational Attainment 
Table 2 Prioritization Factors by City
Prioritization Factor Sacramento Portland Oakland Seattle Dallas Shoreline Health   
Equity      
Safety      
Connectivity/Access   
Pedestrian Demand  
Environment/Air Quality  
Economy 
Other
Fixing and
Maintaining
Transportation
System
Existing
Conditions,
Required
Work,
Improvement,
Collaboration,
Project
Readiness
Street
Classification,
Citizen
Requests
Proximity
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West Sacramento Sidewalks and Transportation Equity Program 26 LESSONS LEARNED AND INCORPORATED
The best practices review and the subsequent Advisory Committee feedback were foundational to steering the STEP development process. The following list includes what lessons learned and incorporated from the review:
• An institutional understanding of the connection between investment, equity, and place is needed. A common theme in the plans and interviews was a deep understanding and recognition that investment and disinvestment are place-based. These plans represent a growing number of cities working toward addressing historic inequities by centering equity in their prioritization processes. • There are many ways to both measure and prioritize equity. As seen in Table 1, each city defined, measured, scored, and prioritized equity based on a local context and engagement experience.
• Meaningful and intentional community engagement is a key component to the creation of an equitable project planning and prioritization process. In addition to quality data, the review made it clear that “ground truthing” the data analysis was as important as the analysis itself. Our engagement efforts including the focus groups, survey, and Advisory Committee meetings acted as an additional check to the data analysis ensuring it reflected lived experiences and priorities. • A data-driven methodology is useful for identifying and prioritizing project investments. Each plan involved a multi-step process to identify existing gaps in the network and identify priority areas based on data indicators that illustrate demand for pedestrian infrastructure such as but not limited to creating street classifications based on usage, total share of Equity Priority Communities, and percent of non-white populations.
530
West Sacramento Sidewalks and Transportation Equity Program 27 4 SIDEWALK INVENTORY &

ASSESSMENT
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West Sacramento Sidewalks and Transportation Equity Program 28 A foundational piece of STEP is a citywide sidewalk inventory. Establishing a comprehensive, citywide database of the presence and quality of sidewalks is a critical step in the project and lays the groundwork for the prioritization process and the development of a plan to make improvements to the sidewalk network.

West Sacramento’s existing sidewalk inventory identifies the status of whether a sidewalk is (1) present on both sides of the street, (2) present on one side of the street but missing on the other side, (3) present on both sides of the street but have gaps on both sides of the street, (4) present but has gaps on one side of the street and missing on the other side, or (5) missing on both sides of the street. The status of the City’s sidewalk network is illustrated in Figure 4.

Additional sidewalk data was collected using both drone aerial mapping and lived experience insights to complement and build upon the existing sidewalk inventory dataset.

The areas where additional data was collected was steered by Senate Bill 535 (SB 535) and CalEnviroScreen 4.0’s defined Disadvantaged Communities (Figure 5). The additional data collection effort confirmed the status of whether a sidewalk was present or missing on either side of a street and identified the width of sidewalks where they were present and the presence of obstructions such as utility poles, based on drone aerial imagery (Figure 6). The status and width of sidewalks in these high-need areas helped to determine the prioritization and scoring for these sidewalks.

COMMUNITY INPUT: SIDEWALK INVENTORY & ASSESSMENT
Lived Experience as Part of the Sidewalk Inventory
Lived experiences were critical to building out a sidewalk inventory reflective of how the community experiences it. These insights were captured by conducting the three community walk audits and hosting a communitywide survey. These insights both confirmed and highlighted community needs. Most survey respondents (85%) said they encounter gaps in the sidewalks and over half of respondents (53%) confirmed they have tripped or fallen because of a broken sidewalk. Out of 33 total sidewalk audit participants, 51% indicated they did not feel sidewalks were wide enough, 59% indicated the route did not appear to be well-lit at night, 54% indicated they did not feel there was adequate shade from tree canopy or shade structures, and 59% noted there were sidewalks that were cracked, crumbling, or uneven along the route. 532
West Sacramento Sidewalks and Transportation Equity Program 29 Figure 4 West Sacramento Sidewalk Inventory
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West Sacramento Sidewalks and Transportation Equity Program 30 Figure 5 Top 25% Disadvantaged Communities Per SB 535 & CalEnviroScreen 4.0 534
West Sacramento Sidewalks and Transportation Equity Program 31 Figure 6 Sample of Analysis of Aerial Drone Data
535
West Sacramento Sidewalks and Transportation Equity Program 32 5 IDENTIFY AND PRIORITIZE

STEP PROJECTS
536
West Sacramento Sidewalks and Transportation Equity Program 33 The identification and prioritization of sidewalk improvement projects informs project phasing and funding for the next ten to fifteen years. Importantly, this equity-centered process was grounded in the STEP goals and peer best practices review and then actively shaped by the Advisory Committee and community input garnered from the focus group discussions and survey. The prioritization process for identifying STEP projects was an iterative process that is described below. The project prioritization and identification methodology is also documented in full within Appendix C.

STEP 1: DEFINE WHAT CONSTITUTES A

PROJECT
To begin identifying and prioritizing potential STEP projects, the first step was to determine what constitutes a STEP project. A STEP project is defined as a grouping of high need street segments that may be along a primary city corridor; within a neighborhood and near a school, park, or other major destination; or within a similar land use (e.g., commercial, mixed used, multifamily housing). While this definition is not applied until after scoring, it helped to set the stage for the prioritization process.

STEP 2: IDENTIFY EQUITY PRIORITY
AREAS
The next step was to define Equity Priority Areas. This definition builds on the City's approach for identifying Disadvantaged Communities by incorporating the advice of the AC and community. A geography was identified as an Equity Priority Area at the census block group or tract level if:
• The population that identified as Black, Indigenous, or People of Color was greater than 70%, or
• The population living below 200% of the federal poverty level was greater than 40%, or
• The geography was in the top 25% of tracts in Yolo County that identified as a Disadvantaged Community per SB 535 and CalEnviroScreen 4.01F 2 (Figure 7)
These definitions are consistent with either the Sacramento Area Council of Government’s (SACOG) Environmental Justice Areas or SB 535 Disadvantaged Communities, which aligns the process and projects well to potential funding sources that use some measure 2 SACOG Environmental Justice Areas: https://www.sacog.org/home/showpublisheddocument/48/638212803225970000 and SB 535 Disadvantaged Communities: https://oehha.ca.gov/calenviroscreen/sb535 537
West Sacramento Sidewalks and Transportation Equity Program 34 of disadvantage as a funding criterion. Equity Priority Areas are used in a later step in the prioritization process as a weighting factor to ensure that sidewalk improvements are prioritized in areas where the community needs them most.

COMMUNITY INPUT: EQUITY PRIORITY AREAS
Prioritizing Equity Priority Areas
When asked to rank priority objectives for STEP, the AC members ranked “Prioritizing vulnerable groups” as the top objective. Survey respondents further clarified what communities are most important to prioritize for sidewalk investments – People who don’t have a car (27%), older adults (25%), and youth and young adults (21%) were the top three highest priorities. In addition, the focus group interviews with Broderick and Bryte Community Action Network and Slavic American Chamber of Commerce (SAC) helped to confirm priority areas. Key areas shared by these two groups included the Broderick/Bryte neighborhood and the neighborhood known as the “State Streets.” 538
West Sacramento Sidewalks and Transportation Equity Program 35 Figure 7 Equity Priority Area Criteria
Top 25% Disadvantaged Communities Per SB 535 &
CalEnviroScreen 4.0
Population Living Below 200% of the Federal
Poverty Level
Population Identifying as Black, Indigenous, and
People of Color
539
West Sacramento Sidewalks and Transportation Equity Program 36 STEP 3: APPLY STEP GOALS AND FACTOR

SCORING TO STREET SEGMENTS
Scoring was structured around the previously identified STEP goals that elevate the importance of a contiguous sidewalk network for all in West Sacramento. Each STEP Goal had its own set of prioritization factors based on publicly available data sources such as the City of West Sacramento, the American Community Survey (ACS) 5-Year Estimates, University of California, Berkeley, Transportation Injury Mapping System (TIMS), and Centers for Disease Control and Prevention (CDC). The goals and factors were reviewed and validated by city staff and through several community engagement activities. The prioritization criteria and associated goals are identified in Table 3.

Each street segment in the City was scored using the factors and scoring thresholds identified in Table 3, with a final cumulative score then used to identify street segments of highest priority, based on safety, health and equitable access. The composite street segment scores are presented in Figure 8.
540
West Sacramento Sidewalks and Transportation Equity Program 37 COMMUNITY INPUT: STEP GOALS & FACTORS
Determining How to Incorporate Equity
AC members voted unanimously to incorporate equity as an overarching framework into the STEP prioritization process. The top project goal AC members ranked in a poll was “Safe Routes to Schools,” followed by a two-way tie between “Safe Routes to Parks and Healthy Food” and “Safe Routes to Essential Destinations,” with “Reduce Pedestrian-Related Fatalities and Collisions” in third. In terms of equity metrics to center in the prioritization framework, AC members ranked “Physical Disabilities” the highest, followed by “Income” and “Race.”
Defining Equitable Access
When iterating on the Equitable Access criteria among the AC members, key feedback elevated by the group was a request to incorporate physical disabilities as a factor in the prioritization framework. Subsequently, “people with disabilities” was added as an Equitable Access criterion.

Prioritizing Access to Key Destinations
Priority project goals around safe routes to parks, healthy retail, and essential community destinations were embedded into the STEP process by incorporating feedback from the community sidewalk audit routes that identified these destinations, particularly in neighborhoods that have experienced historic disinvestment. Survey respondents echoed this sentiment by identifying “areas where there are schools, parks, healthy food options, and local businesses that people can walk or roll to” to improve first for existing sidewalk improvements (23%) and “around schools, parks, healthy food options, and other community destinations” for where to build new sidewalks first (23%). During a focus group with Yolo Climate Action Commission Equity & Engagement Working Group (YCAC), YCAC identified libraries as an addition to the key destinations list. 541
West Sacramento Sidewalks and Transportation Equity Program 38 Table 3 STEP Goals & Associated Scoring Criteria
Goal Factors Data Source Unit of Analysis Scoring Threshold Safety & Safe Routes
Improves pedestrian safety and
provides safe access to key
destinations
Proximity to key
destinations (e.g.,
schools, transit,
parks, trails, healthy
food, future mobility
hubs)2F
3 City of West Sacramento
Key destinations per square mile
within a quarter mile of a
centerline segment
High: 2
Medium: 1
Low: 0
Safety & Safe Routes
Improves pedestrian safety and
provides safe access to key
destinations
# ped/bike-involved
fatal or severely
injured collisions
UC Berkeley SafeTREC
KSI ped/bike crashes per square
mile within a quarter mile of a
centerline segment
High: 2
Medium: 1
Low: 0
Safety & Safe Routes
Improves pedestrian safety and
provides safe access to key
destinations
Population density ACS 2021 5-Year
Estimates3F
4 Population per square mile per
block group or census tract
within a quarter mile of a
centerline segment
High: 2.0
Medium: 1.0
Low: 0.0
Safety & Safe Routes
Improves pedestrian safety and
provides safe access to key
destinations
Posted speeds City of West Sacramento Posted speed along a centerline segment
>= 35 MPH: 2.0
>= 25 MPH: 1.0
< 25 MPH: 0.0
3 Distances will be calculated based on walkshed analysis to account for physical barriers (e.g., deep water ship channel, rail lines, freeways). 4 ACS stands for American Community Survey.
542
West Sacramento Sidewalks and Transportation Equity Program 39 Goal Factors Data Source Unit of Analysis Scoring Threshold Health & Environment
Encourages a healthy, active
lifestyle and non-single
occupancy vehicle (SOV) travel
Type 2 diabetes rates
CDC Social
Determinants of Health
(2018)
ACS 2018 5-Year
Estimates
Population aged >= 18 years
with diagnosed diabetes per
square mile per census tract
within a quarter mile of a
centerline segment
High: 2
Medium: 1
Low: 0
Health & Environment
Encourages a healthy, active
lifestyle and non-single
occupancy vehicle (SOV) travel
Asthma rates
Office of Statewide
Health Planning and
Development (OSHPD),
CA Health Interview
Survey (CHIS)
Population >= 18 years with
asthma per square mile per
census tract within a quarter mile
of a centerline segment
High: 2
Medium: 1
Low: 0
543
West Sacramento Sidewalks and Transportation Equity Program 40 Goal Factors Data Source Unit of Analysis Scoring Threshold Equitable Access
Improves non-SOV access for
historically underserved
populations
Sidewalk
absence/gaps
City of West Sacramento
NN Engineering
Condition of citywide sidewalk
and neighborhood-level sidewalk
along a centerline segment
Citywide sidewalk status (where
there is not granular sidewalk
data)
• Missing on both sides:

2.0 • Missing on one side,
gaps on the other: 1.5
• Gaps on both sides: 1.0
• Present on one side:

0.5 • Present on both sides:

0.0 Neighborhood-level sidewalk
status
• Sidewalk missing: 2.0
• 4-ft sidewalks
present:1.6
• 4.5-ft sidewalks
present: 1.2
• 5-ft sidewalks present:

0.8 • 5.5-ft sidewalks
present: 0.4
• 6-ft sidewalks present
today: 0.0
544
West Sacramento Sidewalks and Transportation Equity Program 41 Goal Factors Data Source Unit of Analysis Scoring Threshold Equitable Access
Improves non-SOV access for
historically underserved
populations
Older adults ACS 2021 5-Year
Estimates
Population >= 65 years per
square mile per block group or
census tract within a quarter mile
of a centerline segment
High: 2
Medium: 1
Low: 0
Equitable Access
Improves non-SOV access for
historically underserved
populations
Youth ACS 2021 5-Year
Estimates
Population < 18 years per square
mile per block group or census
tract within a quarter mile of a
centerline segment
High: 2
Medium: 1
Low: 0
Equitable Access
Improves non-SOV access for
historically underserved
populations
Zero-vehicle
households
ACS 2021 5-Year
Estimates
Zero-vehicle households per
square mile per block group or
census tract within a quarter mile
of a centerline segment
High: 2:

Medium: 1
Low: 0
Equitable Access
Improves non-SOV access for
historically underserved
populations
People with
disabilities
ACS 2021 5-Year
Estimates
People with disabilities per
square mile per block group or
per census tract within a quarter
mile of a centerline segment
High: 2
Medium: 1
Low: 0
545
West Sacramento Sidewalks and Transportation Equity Program 42 Figure 8 Composite Street Segment Scores
546
West Sacramento Sidewalks and Transportation Equity Program 43 STEP 4: PRIORITIZE MISSING SIDEWALKS
During the community engagement process, the community overwhelmingly noted that streets that lacked sidewalks or had gaps along the street segment were top priorities.

Given that feedback, scored street segments were filtered by the segments with missing sidewalks. Figure 9 shows the street segments that scored at or above the 50th percentile and did not have sidewalks on either side of the street, while Figure 10 zooms in on the area of West Sacramento with the most sidewalk deficiencies. The maps also note those areas in the SB 535 Disadvantaged Communities and Equity Priority Areas, further highlighting the inequities in sidewalk network presence.

COMMUNITY INPUT: MISSING SIDEWALKS
Prioritizing Missing Sidewalks
Survey respondents identified “where there are no sidewalks on both sides of the roads” as the top priority (26%) and “areas where there are gaps in the sidewalk network” as the second most important priority (20%) for improving existing sidewalks. Upon being briefed on this step in the methodology, the AC members approved the approach.

STEP 5: FORM PROJECTS FROM SCORED

SEGMENTS
Higher-scored segments with missing sidewalks were grouped into projects using the definition for projects from Step 1. A composite score calculated using total scores from each street segment included in the project was then calculated. The status of approved private development projects and planned or funded projects in West Sacramento’s Capital Improvement Plan (CIP) were taken into consideration when forming projects to reduce duplicated or overlapping efforts. For example, West Sacramento is underway with the Sacramento Avenue Complete Street Plan, which identifies pedestrian and bicyclist infrastructure improvements along that roadway, therefore Sacramento Avenue is not included as a STEP project. A map of the approved private development projects and planned/funded CIP projects is shown in Figure 11.
547
West Sacramento Sidewalks and Transportation Equity Program 44 Figure 9 Top 50% of Street Segments Where Sidewalk is Missing on Both Sides 548
West Sacramento Sidewalks and Transportation Equity Program 45 Figure 10 Area of Greatest Sidewalk Deficiency
549
West Sacramento Sidewalks and Transportation Equity Program 46 Figure 11 Approved Crosswalk and Sidewalk Improvement Projects STEP 6: APPLY EQUITY WEIGHTING
In addition to the segment scores established in Step 3, an equity weighting was given to projects where at least 50% of the project is within an Equity Priority Area.

STEP 7: GROUND TRUTH PRIORITIZATION

SCORING WITH COMMUNITY AND

PARTNER ENGAGEMENT
While prioritization scoring presented areas of need, it was important to cross check the data analysis with the lived experience and expectations of the community. The prioritization scoring was presented to the Advisory Committee and to the public for comment through other engagement strategies to confirm the streets showing as high priority in the analysis were matched with the streets and areas they believed should be high priority.
550
West Sacramento Sidewalks and Transportation Equity Program 47 STEP 8: EVALUATE IMPLEMENTABILITY OF

PROJECTS
Lastly, the following considerations were made to help create the final project list to ensure each of the proposed projects were realistically implementable over the next ten to fifteen years:
• Cost: Project cost is reasonable for scale of the project and potential funding source criteria
• Funding Sustainability: There’s reasonable likelihood of continued funding • Phasing: Project is capable of being implemented in phases or within short-term • Current/Planned Projects: Project is not already a part of an approved planned land development project or CIP project
• Geographic Spread: Projects represent needs across West Sacramento The final list of STEP projects is presented in the next chapter. 551
West Sacramento Sidewalks and Transportation Equity Program 48 6 IMPLEMENTATION
552
West Sacramento Sidewalks and Transportation Equity Program 49 Moving projects from identification to implementation requires resources such as time, funding, and staff capacity, along with continued community support. This chapter describes the STEP projects and identifies potential funding sources to support the construction and maintenance of these projects and the greater sidewalk network in West Sacramento. CEQA considerations are also discussed. The full Implementation and Investment Report can be found in Appendix D.

STEP PROJECTS
The prioritization process identified twelve sidewalk construction and spot improvement projects for the City to prioritize over the next ten to fifteen years. Each of the projects are of varying scale and scope. Constructing sidewalks to address deficiencies in the network is the highest priority for the City. However, several of the identified projects also have spot improvements that were identified during the sidewalk inventory that may improve safety, health, and access. Spot improvements may include the installation of a pedestrian hybrid beacon and intersection reconfigurations such as obstruction removal, tightening curb radii, and eliminating channelized slip lanes. Examples of these spot improvements are illustrated in Table 4.

Table 4 Spot Improvement Examples
Pedestrian
Hybrid
Beacon
553
West Sacramento Sidewalks and Transportation Equity Program 50 Curb
Radius
Reduction
Slip
Lane
Removal
554
West Sacramento Sidewalks and Transportation Equity Program 51 STEP projects are mapped in Figure 12 to show the location of sidewalk construction and spot improvements by each project. Overall, the project list includes construction of over 21 miles of sidewalks to fill in sidewalk gaps in key priority areas across West Sacramento.

Further details for each project including the project names, composite scores, total length of sidewalks constructed, estimated cost, timeline, and potential funding sources (discussed in the next section) are noted in Table 5.

Sidewalk standards can be applied relatively easily in the design and construction of new developments. However, to construct a standard sidewalk within an existing street is typically more difficult and expensive due to the constraining factors that are present such as:
• Right of way (ROW) and obstructions (e.g., utilities, mailboxes, fences, trees). • Topographic issues.
• Installation of curb and gutter and affiliated storm water drainage systems where required.
• Intersection improvement to improve safety and walkability, including signalized intersection modifications.
• Cost escalations for design engineering, construction management, and inflation.

Additionally, these roadways may require special design considerations to retrofit them with sidewalks or considerations that may deviate from the City's standard design.

The aforementioned items, particularly intersection improvements, can carry an order of magnitude cost that is much higher than basic sidewalk infrastructure itself. Most projects were scoped with the intent to keep costs under $5 million for greater internal and external funding/implementation opportunities. However, project scopes may escalate beyond the $5 million mark after a full survey and detailed scoping. The next section discusses potential internal and external funding sources for STEP projects. 555
West Sacramento Sidewalks and Transportation Equity Program 52 Figure 12 STEP Projects Map
556
West Sacramento Sidewalks and Transportation Equity Program 53 Table 5 STEP Project Details
Project
Number Name Composite Score
Blocks
Covered
(mi)
Sidewalk
Construction
Length (mi)
Cost
($-$$$$)B
Timeline
(Years)
Potential Funding
SourceC Notes
1 BryteA 15 7.86 2.30 $$$ 2-10
Measure E or G local
match, Measure N (PS,
CI), Measure K/J, ATP,
HSIP, SACOG Carbon
Reduction Program (trail
connection)
Large project area,
improvements near
school and park, access
to regional trail networkD
2 South of
Sacramento
AveA
17 1.84 0.77 $ 2-5 Measure N (CI) Access to transit & key destinations
3 BroderickA 19 2.66 1.44 $$ 2-5 Measure N (CI, IED) Access to transit 4 State Streets 13 1.32 0.38 $ 6-10 Measure N (CI) Access to parks, school 5 Washington
District 16 3.28 1.34 $$ 6-10 Measure N (CI), EIFD No. 1 Access to businesses 6 MichiganGlideA 18 5.97 4.65 $$$$ 2-5
ATP + Measure E or G
local match, Citywide
VMT
Measure N (PS, IED)
Large project area, near
school, access to key
destinations & transit
7 River Oaks 9 4.15 2.26 $$$$ 11-15 Citywide VMT Some streets without curb, drainage required
8 River City
HSA 12 4.67 2.24 $$$$ 2-5
ATP + Measure E or G
local match, Citywide
VMT
Measure N (PS, IED),
Traffic Impact Fee
Some streets without
curb, drainage required;
Includes large
intersection
reconfigurations and
crossing improvementsD
557
West Sacramento Sidewalks and Transportation Equity Program 54 9 Marshall
Road 12 4.40 3.17 $$$ 11-15 Citywide VMT, HSIP, Traffic Impact Fee Some streets without
curb, drainage required;
One intersection
reconfigurationD
10 Pioneer Bluff 11 1.97 1.10 $$$ 11-15 EIFD No. 1 Includes off-street mixed use path
11 Evergreen
Ave 14 3.32 1.59 $$ 6-10 Measure N (PS, IED), Citywide VMT Access to businesses 12 West Capitol
Ave 9 3.31 1.48 $$ 6-10 EIFD No. 1, Citywide VMT Access to businesses A. Designates project is selected to advance concepts for near term funding consideration. Conceptual plans are limited to sidewalk and basic crossing infrastructure such as crosswalks and curb ramps and may differ from elements described in this table.

B. Costs are planning level, assume construction costs only with generous contingency due to level of design, and are subject to change. Cost groupings are relative and are normalized between projects and assume an average level of construction complexity unless otherwise noted. Projects that include additional design elements beyond basic sidewalk infrastructure have been accounted for in this planning level estimate but may change once fully scoped and further design details are determined. $ = Less than $2 million, $$ = $2-3 million, $$$ = $3-5 million, $$$$ = Over $5 million C. Projects may be subject to additional criteria and considerations to confirm eligibility and funding authorization.

D. Intersection and crossing improvements are not fully designed; may include elements such as new signing and striping, rectangular rapid flash beacons, pedestrian hybrid beacons, and/or raised crossings; relative costs assume median level investment in crossing improvements and assume full reconstruction of curb/alignment and signal infrastructure.

GENERAL NOTES APPLICABLE TO ALL PROJECTS:
 Definitions and details on potential funding sources are found in the Funding STEP projects section.  Some project blocks include utility infrastructure or property owner encroachments into sidewalk zone and may incur additional costs to construct depending on final scope of work.
 Projects that include industrial or rural designation streets may not receive sidewalks, as consistent with the City’s Standard Specifications and Details; however, they are considered in this table for data reporting and planning level cost implications. 558
West Sacramento Sidewalks and Transportation Equity Program 55 COMMUNITY INPUT: STEP PROJECTS
Matches Community Need and Input
The prioritization, scoring, project list and five priority projects were presented to the AC and the community via a virtual community workshop (with in-person viewing option) and a weekend pop-up event at State Foods Supermarket (formerly Arteaga’s Supermarket). AC and community members expressed appreciation and support for the process and project list, noting that it was clear that community feedback was incorporated throughout the project. Community members encouraged the City to continue to collaborate with the community and local and regional partners to move the projects forward.

FUNDING STEP PROJECTS
West Sacramento relies on a variety of funding mechanisms for the construction of the transportation infrastructure. Federal and state grant programs, impact fees, and local tax measures may be used alone or in combination to develop the multimodal systems residents depend on to move about the City and the region, including sidewalks and other elements of pedestrian infrastructure such as the spot improvements described earlier.

Building a transportation system is easier and better funded than maintaining one.

Roadway maintenance such as paving and re-striping is often supported through tax measures with bond support. According to California Streets and Highways Code 5610, owners of property are responsible for maintaining sidewalk adjacent to their property.

Some cities in California have adopted local ordinances to affirm and/or further define sidewalk maintenance obligations and to hold the property owner liable for injuries resulting from damaged sidewalks that the property owner fails to repair. Currently, West Sacramento is responsible for and maintains sidewalks adjacent to City-owned properties and also repairs sidewalks within the sixteen Community Facilities Districts (CFD)4F 5 (Figure
13) that have been damaged by City owned trees. STEP provides an opportunity to recommend an equitable approach to address sidewalk maintenance issues should West Sacramento assume greater responsibility of sidewalk maintenance. 5 The Mello-Roos Act of 1982 provides a flexible alternative method for local governments to finance public facilities by selling tax-exempt bonds or levying taxes. Pursuant to California Government Code §53311-53368.3, a Community Facilities District (CFD) is formed with two-thirds majority vote of qualified voters within a within a geographic area. A CFD is a special tax district that allows for the financing public improvements and services. 559
West Sacramento Sidewalks and Transportation Equity Program 56 Figure 13 Community Facility Districts
560
West Sacramento Sidewalks and Transportation Equity Program 57 Potential funding mechanisms for the STEP projects are described below and summarized in Table 7. How these options currently support sidewalk construction and maintenance, or could so in the future, is highlighted.

Sales Tax Measures
Over the past two decades West Sacramento voters approved four separate one-quarter cent sales tax measures to support a variety of municipal projects and programs related to public safety, community development, capital improvements and community innovation (Table 6). Annual revenues for each measure over the past two fiscal years were between $4-5 million, exceeding the estimated annual revenues stated in each of the ballot measures. Each measure allows for year-to-year rollover of unused funds and all but Measure V are permanent. Each measure has different use categories, with most providing some option to support the construction and/or maintenance of sidewalks and pedestrian infrastructure. C. Projects seeking sales tax measure funding may need to provide sufficient justification and nexus to the voter-approved sales tax.

Table 6 West Sacramento General Sales Tax Measures
Measure
Effective
Date Expiration
Measure N 4/1/2019 N/A
Measure E 4/1/2017 N/A
Measure K (Formerly Measure J) 4/1/2003 N/A
Measure V 4/1/2013 3/31/2033
The owners of lots or portions of lots fronting on any
portion of a public street or place when that street or place is improved or if and when the area between the
property line of the adjacent property and the street line is maintained as a park or parking strip, shall maintain any sidewalk in such condition that the sidewalk will not endanger persons or property and maintain it in a
condition which will not interfere with the public
convenience in the use of those works or areas save and except as to those conditions created or maintained in, upon, along, or in connection with such sidewalk by any person other than the owner, under and by virtue of any permit or right granted to him by law or by the city
authorities in charge thereof, and such persons shall be under a like duty in relation thereto.

California
Streets
and
Highways
Code
5610.
561
West Sacramento Sidewalks and Transportation Equity Program 58 Measure N: The City established three use categories and percent allocation for which these funds may be used to be consistent with the original ballot language5F 6 :

1. Public Safety (PS) - primarily funds the cost of police and fire personnel, equipment, and facilities, but could also include other items that enhance or ensure the safety of residents and businesses (fixed at 50%, ~ $1.85 million annually).

2. Inclusive Economic Development (IED) - funds programs or projects designed specifically to serve disadvantaged West Sacramento residents, particularly those who have not yet experienced the quality-of-life improvements that the City's many public investments have brought to other parts of the community. Disadvantaged is defined using CalEnviroScreen, areas of the City falling within the 61st or higher percentile are automatically eligible. The policy also allows funds in this category to be used for city-wide programs and/or projects designed to serve residents experiencing quality of life challenges as defined in the policy (multi-year goal of 30%, ~ $1.11 million annually).

3. Community Improvements (CI) – funds projects anywhere in the City that improve the quality of life for residents and meet the "public good" tests of being both nonrivalrous and non-excludable. Examples include (but are not limited to) streets, sidewalks, parks, trails, streetlights, and other infrastructure improvements to which the entire community has access (multi-year goal of 20%, ~ $750,000 annually).

Improvements to sidewalks are explicitly mentioned in the Community Improvements category of Measure N and are therefore an eligible project. However, sidewalks/walkways and crossing improvements such as crosswalk visibility enhancements, Pedestrian Hybrid Beacons and Rectangular Rapid Flashing Beacons are proven safety countermeasures that can enhance and ensure the safety of residents.

Therefore, it could be argued that construction of these are eligible projects under the Public Safety category, particularly if there are documented traffic safety concerns in the area noted for improvement.

Lastly, several projects identified in STEP are in the disadvantaged area, as defined in the Inclusive Economic Development category. The City could also consider these eligible projects under this category, and/or could consider the use of funds in this category to support a means-based sidewalk maintenance fund program. 6Resolution 18-44 Measure N Policy,
https://www.cityofwestsacramento.org/home/showpublisheddocument/9186/636995661235530000 562
West Sacramento Sidewalks and Transportation Equity Program 59 Measure E: The City established three use categories6F 7 :

1. Capital Accelerator - Accelerate capital projects; fund projects that might otherwise not be funded, or fully funded.

2. Programmatic - Ongoing programs; maintenance.

3. Venture - Create targeted community impacts using innovative techniques or technologies.

Measure E funds provide opportunities to leverage City funds to satisfy local match requirements from state, federal, philanthropic, and other external funding sources, for example a portion of the local match on an ATP Medium or Large Infrastructure project.

These funds may also be used to support programmatic efforts, such as a means-based sidewalk maintenance fund program.

Measure K (Formerly Measure J): The measure includes several categories for funding appropriation, including road maintenance. Past fiscal year projects included restriping and traffic signal control; therefore, sidewalk and spot improvements and a means-based sidewalk maintenance fund program may be eligible costs.

Measure V: The measure includes three main categories for expenditures: light rail/streetcar operations, flood protection improvements (appropriations advised under Measure U) and street rehabilitation and transportation. After meeting commitments for light rail/streetcar and flood protection, the City could consider the use of funds in this latter category to support a means-based sidewalk maintenance fund program until the measure expires in 2033.

Tax Increment Financing
Measure G (Community Investment Action Plan): Measure G is a property tax measure (effective date 2012) created to direct revenue the City received from the dissolution of its Redevelopment Agency to continue funding community investment projects such as streets, bridges, transportation, parks and public infrastructure.

The City implements Measure G funding using criteria consistent with the City's Community Investment Action Plan, prioritizing a project's potential to leverage outside public and private funding, realize increases in long-term City revenues (e.g., sales and use tax, property tax, transient occupancy tax), facilitates the development of the City's General Plan, and more. The City conducts an assessment against these criteria before recommending this funding source for projects.

Enhanced Infrastructure Finance District No. 1 (EIFD No.1): In 2017, West Sacramento was the first city in California to establish an EIFD, which is a return to utilizing 7 Measure E Policy,
https://www.cityofwestsacramento.org/home/showpublisheddocument/9188/636995663990230000 563
West Sacramento Sidewalks and Transportation Equity Program 60 tax increment financing to foster economic development. EIFD No.1 consists of fourteen subareas within the City representing 4,144 acres, or 25% of the City, where current and future development is expected. EIFD No.1 is an important tool for the City to continue its efforts to transition many areas of the City from heavy industrial use to mixed-use areas that celebrate the City’s waterfront location, to enhance the City’s transportation network, and enhance the quality of public facilities for residents, businesses and visitors.

EIFD No.1 will be funded from property tax increment, a portion of existing Redevelopment Property Tax Trust Fund (RPTTF) revenues that are generated by growth within EIFD No.1 and allocated to the City.

Projects funded from EIFD No. 1 will be consistent with the City’s adopted General Plan 2035 which provides a vision for how the City will grow and change in the future. The expenditure of EIFD No. 1 revenues would provide community-wide benefits while incorporating public investment goals defined in the Infrastructure Finance Plan. To implement the General Plan 2035, it is anticipated that EIFD No. 1 expenditures will be used on projects that have community-wide benefit in implementation of master plans, specific plans, capital projects (including the City’s 5-year Capital Improvement Plan budgets), development agreements, and development projects.

Impact Fees
Traffic Impact Fees: West Sacramento’s traffic impact fee collects funds from new development in the City to fund regional transportation improvements that result from the traffic generated by the new development. The Traffic Impact Fee Program is currently supported by the 2005 Traffic Impact Fee Study, which identified and estimated the cost of 26 capital improvement program projects to mitigate future traffic impacts.

A focus on “regional improvement” may leave a funding gap for projects of local/community significance, such as neighborhood streets that provide connections to key destinations and improve health through increased traffic safety, physical activity and social connections. Many California cities use development impact fees to support projects that offset the transportation impacts of new development within the community, along with projects that may be considered regional transportation improvements. These projects may be along a city’s corridor network, such as complete street improvement projects in the City of Sacramento, or neighborhood walkway and crossing improvements near schools, such as in the City of Woodland and the City of Santa Monica. The City may consider changes to its Traffic Impact Fee Program to include some STEP or sidewalk projects.
564
West Sacramento Sidewalks and Transportation Equity Program 61 Citywide VMT Mitigation Fee Program: On June 28, 2023, the West Sacramento City Council approved a budget to initiate development of a Citywide VMT Mitigation Fee Program. The program will determine fees based on how a project will affect changes in vehicle miles traveled (VMT). The program will also allow for the pooling of development mitigation contributions to pay for larger and more effective VMT reduction strategies that are not feasible for individual projects. The VMT mitigation fee will be developed in collaboration with updates to the 2005 Traffic Impact Fee (TIF) and 2006 Traffic Impact Analysis (TIA) Guidelines in cooperation among the Finance, Economic
Development & Housing, Community Development, and Capital Projects Departments. VMT Mitigation Fees could be used for implementing sidewalk improvements if those improvements conclusively demonstrate reduction of VMT. It would be highly dependent upon the location, surrounding land uses, and extent of the improvements needed to ensure cost/benefit.

Similarly, The City of Los Angeles established a Transportation Impact Assessment Fee in 2019, authorized by the Coastal Transportation Corridor Specific Plan and West Los Angeles Transportation Improvement and Mitigation Specific Plan, to fund transportation improvements that reduce VMT per capita, enhance multimodal connectivity, and increase transportation options. These improvements may be physical infrastructure or programmatic.

Grant Programs
California Transportation Commission (CTC) Active
Transportation Program (ATP) (Statewide and MPO
programs): ATP is a significant funding source for active transportation projects in California. Funded using a combination of California’s allocation of USDOT Transportation Alternative funds and a portion of funds from California SB1, the goals of ATP are to increase the proportion of trips accomplished by walking and biking, increase the safety and mobility of nonmotorized users, advance efforts of regional agencies to achieve greenhouse gas reduction goals, enhance public health, and provide a broad spectrum of projects to benefit many types of users including disadvantaged communities. Projects that provide a direct benefit to disadvantaged communities, as defined in STEP, score higher in ATP. Projects may compete for 565
West Sacramento Sidewalks and Transportation Equity Program 62 statewide, small urban/rural and/or Metropolitan Planning Organization (MPO) level funds, based on eligibility criteria. West Sacramento would be eligible for statewide and MPO level funds, administered by SACOG. ATP is programmed every 2 years; Cycle 7 will occur in the spring of 2024.

Highway Safety Improvement Program (HSIP): HSIP is a core federal-aid program to States whose purpose is to achieve a significant reduction in fatal and serious injuries on all public roads. California’s share of HSIP funds are split between State HSIP for state highways and Local HSIP for local roads. Per the California Department of Transportation (Caltrans), California's Local HSIP focuses on infrastructure projects with nationally recognized crash reduction factors (CRFs). Starting in Cycle 11 of HSIP funding, agencies are required to have a completed Local Road Safety Plan (LRSP) or an equivalent, such as a Systemic Safety Analysis Report (SSAR) or a Safety Action Plan completed as a result of a federal Safe Streets and Roads for All (SS4A) award, to be eligible for HSIP funds. The LRSP or its equivalent must be updated and validated at least every five years. The City conducted a SSAR in 2018 and will be updating that plan in 2024- 2025 to a Comprehensive Safety Action Plan via a SS4A award; therefore, sidewalk and spot improvements of STEP projects may be eligible for HSIP funds if a proven safety risk and solution exists.

Safe Streets and Roads for All (SS4A): SS4A is a competitive, federal-aid program established by the Bipartisan Infrastructure Law to fund $5 billion in appropriated funds over 5 years for regional, local, and Tribal initiatives to improve roadway safety projects that significantly reducing or eliminating roadway fatalities and serious injuries. The program provides funding for two categories: 1) Planning and Demonstration Grants which support the development of a comprehensive safety action plan (Action Plan) that identifies the most significant roadway safety concerns in a community or 2) Implementation Grants which fund the implementation of projects and strategies to address roadway safety issues. SS4A requires an eligible Action Plan be in place before applying for federal implementation funds. The City was awarded a SS4A grant to complete a Comprehensive Safety Action Plan and will begin the process in 2024. Sidewalk and spot improvements of STEP projects may be eligible for SS4A funds if they are included in the Action Plan.
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West Sacramento Sidewalks and Transportation Equity Program 63 The City of West Sacramento has received an annual allocation of Community Development Block Grant (CDBG) funding from the U.S. Department of Housing and Urban Development (HUD) since 2016. The overall goal of HUD's CDBG Program is to develop and maintain viable urban communities by providing decent housing, a suitable living environment and expanded economic opportunities for persons from low- and moderateincome households. CDBG funds may be used for transportation infrastructure projects such as sidewalk construction, provided they expand economic opportunities for persons from low- and moderate-income households through increased mobility, safety and accessibility. As such, one of the City's goals for its CDBG funding is to Improve Infrastructure in Low- and Moderate-Income Neighborhoods, particularly those that are older and suffer from disinvestment. For example, CDBG funds were used to support the construction of the North Riverwalk Trail Extension in the Washington neighborhood, part of the Washington Realized Strategic Plan. This project improved access between 3rd and C Streets and the levee path, which connects to other local and regional opportunities. This is in alignment with the criteria used to identify STEP projects.

Sacramento Area Council of Governments (SACOG)
Regional Funding Programs: SACOG conducts funding rounds to allocate funds to transportation projects located within Sacramento, Sutter, Yolo, and Yuba counties based on available apportionments of regional Congestion Mitigation and Air Quality (CMAQ), Regional Surface Transportation Program (RSTP), State Transportation Improvement Program (STIP), and SACOG managed funds.7F
8 STEP projects may be eligible under these
individual funding programs.

Several other grant programs exist through statewide agencies such as the CTC, the California Air Resources Board, and the Strategic Growth Council, and regional agencies such as the Yolo-Solano Air Quality Management District and SACOG, which include pedestrian infrastructure as an eligible project type in projects focused on affordable housing, climate adaptation and/or accessibility. If elements of STEP projects or entire 8 Jurisdictions in El Dorado and Placer counties apply through the El Dorado County Transportation Commission and the Placer County Transportation Planning Agency, respectively. 567
West Sacramento Sidewalks and Transportation Equity Program 64 STEP projects apply for funding through these programs, the City will need to justify how the STEP projects meet the goals of these grant programs.

Additional Potential Funding Options
The prior section highlights active West Sacramento tax measures and grant sources whose primary goals include the improvement of the safety and viability of pedestrian travel. There are other funding sources that the City may also be able to access for construction and maintenance of sidewalk infrastructure.

The CTC’s Local Streets and Roads Program (LSRP) dedicates approximately $1.5 billion per year in new formula revenues to cities and counties for basic road maintenance, rehabilitation, and critical safety projects on the local streets and roads system. To be eligible to receive funding from the Controller, each year, cities and counties must submit a proposed project list adopted at a regular meeting by their board or council. Once reviewed and adopted by the Commission, the list of eligible cities and counties to receive funding is sent to the Controller to begin the apportionment process for that fiscal year.

CTC has previously adopted the following projects for the City: Targeted Traffic Operations Improvements, Southport Parkway Pavement Rehabilitation, Industrial Blvd & Harbor Blvd Pavement Rehabilitation, and State Streets Neighborhood Pavement Rehabilitation.

The CTC’s Local Partnership Program (LPP) provides funds to local agencies to improve aging infrastructure, active transportation, road conditions, transit and rail and health and safety benefits. To be eligible for either the competitive or formulaic funds from this program, an agency must have a voter approved fee or tax dedicated solely to transportation improvements, or fees that have been imposed for this sole purpose. The City is planning to develop a Citywide VMT Mitigation Fee Program – if adopted, it may meet this requirement. Another potential option that would allow the City to be eligible for this program would be the passage of a new tax measure. State law allows municipalities in California to increase sales tax up to an additional 3 percent for specific local purposes with at least two-thirds (66.67 percent) voter approval or for general local purposes with a simple majority (50 percent plus 1) voter approval. The current sales tax rate is 8.25 percent, which includes the state-mandated 7.25 percent, plus four separate ¼ cent voterapproved sales tax measures that fund important local projects. Therefore, the City has the legal authority to put another tax measure before the voters and could consider a tax measure that is solely focused on transportation improvements. LPP is programmed every two years. The last cycle occurred in 2022.

Another funding option is through the Mills-Alquist-Deddeh Act (Senate Bill 325) enacted by the California Legislature to improve existing public transportation services and encourage regional transportation coordination. Known as the Transportation Development Act (TDA) of 1971, this law provides funding to be allocated to transit and non-transit related purposes that comply with regional transportation plans. TDA established two funding sources: the Local Transportation Fund (LTF), and the State Transit Assistance (STA) fund. Providing certain conditions are met, counties with a 568
West Sacramento Sidewalks and Transportation Equity Program 65 population under 500,000 (according to the 1970 federal census) may also use the LTF for local streets and roads, construction and maintenance. Currently, the City utilizes its TDA funds for administrative planning fees to SACOG and the Yolo County Transportation District, and for fixed-route, paratransit, and the City’s On-Demand Rideshare Program.

Should there be LTF funds available, pedestrian facilities are eligible expenditures on TDA claims.
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West Sacramento Sidewalks and Transportation Equity Program 66 Table 7 Summary of STEP Funding Mechanisms
Funding Mechanism Description
Source
(local/regional
/state/federal)
Construction Maintenance
Local
match/leverage
funds
Setting
(neighborhood or regional
improvement)
Measure N Sales tax Local    Neighborhood or regional Measure E Sales tax Local    Neighborhood or regional Tax Increment Financing
Tax
Increment
Financing
Local  1  Neighborhood or regional
City Impact Fees Impact Fee Local   Regional
Measure K (Formerly
Measure J) Sales tax Local    Neighborhood or regional Measure V Sales tax Local   Neighborhood or regional
ATP Grant State/Regional
(MPO)   Neighborhood or regional
HSIP Grant Federal  Neighborhood or regional
SS4A Grant Federal   Neighborhood or regional
CDBG Grant Federal  Neighborhood or regional
SACOG Regional
Funding Programs Grant Regional  Regional
1 EIFD No.1 may finance the maintenance of improvements funded by EIFD No.1 until the district terminates. 570
West Sacramento Sidewalks and Transportation Equity Program 67 CEQA CONSIDERATIONS
The City of West Sacramento’s STEP Plan incorporates pedestrian mobility and safety by proposing priority sidewalk projects in communities that have been disadvantaged by systemic underinvestment. The proposed plan would actualize ongoing General Plan active transportation concepts and can be incorporated into the Mobility Plan to help reduce vehicle miles traveled and consequent greenhouse gas emissions. The plan includes a list of prioritized projects to be implemented after plan adoption, contingent on funding availability.

Senate Bill 922 (SB 922) (2022) amends Public Resources Code (PRC) Sections 21080.20 and 21080.25 to exempt specific transportation plans and projects, that broaden California’s sustainable transportation options, such as pedestrian and bicycle plans and facilities, from full environmental review under California Environmental Quality Act (CEQA). SB 922 statutorily exempts many sustainable transportation projects, including improvements for walking, biking, public transit efficiency and wayfinding, rail stations, zero-emission transit refueling facilities, and carpooling. This exemption expires at the end of 2029. Lead agencies must file a Notice of Exemption and hold a public hearing when implementing an exemption under SB 922.

The STEP plan qualified for a Statutory Exemption under SB 922 as an active transportation plan because it was developed by the City to promote and encourage residents to choose walking through the creation of safe, comfortable, connected, and accessible pedestrian networks.

While the plan itself is exempt from CEQA, projects identified in the plan remain subject to CEQA unless other exemptions apply (PRC Section 20180.20(a)(3)). Projects exempt under PRC Section 20180.25(b)(1) include “pedestrian and bicycle facilities that improve safety, access, or mobility, including new facilities within the public right of way.” This exemption is typically determined during the design phase, as it applies if the project is:

1. In the public right of way

2. In conformance with additional requirements in the code including:
o A local agency is carrying out the project and is the lead agency for the project (Section 21080.25(c)(1);
o The project does not induce single-occupancy vehicle trips, add additional highway lanes, widen highways, add physical infrastructure or striping to highways, or include the addition of any auxiliary lanes. (Section 21080.25 (c)(2));
o Construction of the project does not require the demolition of affordable housing units. (Section 21080.25 (c)(3)); and
o The lead agency shall certify that the project will be completed by a skilled and trained workforce. (Section 21080.25 (f)(1)(A)).
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West Sacramento Sidewalks and Transportation Equity Program 68 MOVING FORWARD WITH STEP
The STEP Plan identifies approximately 21 miles of new sidewalks that will greatly improve the pedestrian network. Upon approval of the STEP Plan by City Council, staff will move forward with consideration of the near-term projects and future programming of the longer-term projects. Each project identified in the STEP Plan will require project level environmental considerations, design, and right-of-way analysis prior to construction.

COMMUNITY INPUT: DRAFT PLAN
Final Feedback
The Draft Step Plan was posted for public comment beyond the standard 30-day period to account for the holidays in December 2023/January2024. Commenters expressed overall support for the Draft STEP Plan’s approach, methodology, and list of sidewalk improvement projects. The city made minor revisions to the sidewalk location data based on input from commenters. Specific support was expressed for projects that will improve safety and access to the riverfront, local schools (e.g.., Our Lady of Grace), and markets (e.g., Power Market on Jefferson Boulevard). Prioritizing projects supportive of safety and access for older adults was affirmed by commenters, particularly around assisted living facilities in the West Capitol area.

A safe, well-maintained, and complete sidewalk network is fundamental to encourage residents of all ages and abilities to walk or roll. Constructing the projects identified in the STEP Plan is only the beginning. The following recommended actions are opportunities for the City to further develop an equitable pedestrian network:

Division 1 – Design Standards, Section 3 – Street Design of the West Sacramento’s Standard Design and Specifications identifies varying sidewalk width requirements ranging from 4 feet to 6 feet, dependent on the street classification. Sidewalks are not required along rural roads and may be eliminated from one side of the street within industrial areas of Southport. Through the community survey for the STEP Plan, respondents highlighted that it was important to have sidewalks on both sides of the street. The City may consider revisiting and updating the Design Standards in consideration of the public feedback from the STEP Plan and to reflect updates in state and federal accessibility requirements.

Update the City’s Municipal Code to include the process for the City to inspect and review sidewalk conditions and notify property owners of their responsibility and obligation to maintain the sidewalks abutting their property. The City may consider developing payment plan options, waiving permitting fees, or cost-sharing to assist property owners in making repairs.
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West Sacramento Sidewalks and Transportation Equity Program 69 Create a comprehensive inventory of pedestrian infrastructure such as lighting, seating, trash receptacles, water fountains, bus shelters, and street trees to allow for a holistic assessment of the pedestrian experience.

The City may consider an update to the 2018 ADA Self-Evaluation and Transition Plan. Recommendations from the update and relevant guidelines for accessibility in the public right-of-way should be incorporated into the STEP projects as the City moves forward.

Improve the sidewalk inventory and assessment with additional data collection to complete a comprehensive database for the City. Validate the sidewalk data collected and consider updating data for missing curb ramps, missing crosswalks and other safety infrastructure needs across the City. Additionally for City-owned properties, further collect sidewalk condition data such as obstructions, cracks, uplifts, slope, depressions, etc. This will allow the City to have a more comprehensive database of sidewalk conditions and may be useful for the City’s ADA Self-Evaluation and Transition Plan.

Incorporate the STEP Plan into other planning documents to show the City’s commitment to implementing the STEP Plan and to highlight the intersectionality of the STEP Plan with other City goals.

Consider diversified funding measures for STEP Plan implementation. 573

DRAFT STEP PLAN PUBLIC COMMENT LOG & RESPONSES
Comment
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Received
By Comment Response
1 Email I saw on the WS FB page that the draft was out last night and quickly took a look at it. I didn't have a
chance yet to read through it completely but noticed
that one of the figures has inaccurate information.

This is the map of the city that shows the areas that
have sidewalks on both sides, one side, or missing. I
live in the State Streets area and walk in the area 1-2 times a day. The map shows with exception of just a
small area (perhaps Virginia or Carolina) where
sidewalks are present on both sides. This is not
correct. The area bounding the Memorial Park is
missing sidewalk on both the west and east sides. The
map shows that there is sidewalks on both sides.

Given that I know that the map is wrong in that
location, is making me want to go and survey the
entire neighborhood. I am concerned that the of
where to direct efforts was made with incorrect data.

I plan to go in the next few days and walk the
neighborhood and make any corrections to your map.

I hope that you will take any changes into
consideration prior to making any formal
recommendations for the project.

Thank you for your comment on the accuracy of the data in the draft plan. If you look at the map in the Draft Final Plan it should be corrected in the areas you noted.

Attachment 2
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Comment
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By Comment Response
2 Email Great looking plan, I appreciate the prioritization process! I’m glad to see the segment of Linden that
leads to the river trail included, great to expand
river/open space access! It looks like in front of OLG is included, also great to improve safe active
transportation school access.

I was surprised that Sacramento Avenue wasn’t
included but perhaps that gap is larger than this
effort was able to seek funding for.

Thank you. Areas of the city that are already included in existing or planned projects were not included in these recommendations. Sacramento Avenue falls into that category. The City has initiated the Sacramento Avenue Complete Street Plan, please visit the project website to lean more and get involved:
www.SacAvePlan.com
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Comment
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By Comment Response
3 Email I noticed that the STEP program for CARB has some interesting partners (refugees, united way, etc) that were not in any meetings, is there a second STEP program that we haven’t been informed of? I also noticed a new Ordinary High Water Mark has been identified, and the West Sac Project levees are being raised over 5.5’ in elevation. Will these new sidewalk sections be on grade with our current depth due to subsidence or set at an elevation based on most recent OHWM which USACE has determined to be
monument, or will it be according to FEMA and FPIP flood mapping, or something else? If developers are going to be building as the city report indicated, I think it would be an equitable solution to figure out before it becomes a problem. We can’t have developers being approved by the city to begin building with their front doors below grade, and it wouldn’t serve any benefit to the community to squander monies from the $48k warchest that we threw at this program, only because of measuring from the wrong monument. Maybe we should just kindly thank Caltrans and the many consultants hired to produce less than 30% of a plan.

Upcoming SGMA, Community Change EPA, Build America Bureau DOT, EJ Thriving Communities Network DOT, and the 4 year FTIP is September, etc. etc. Wouldn’t it be more equitable for the community to decide to chalk it up as a lesson learned at $48k, instead of purporting a Willy Nilly patchwork of planning? This is the most historic infrastructure investment in American History and guided by EO14096 EJ directives from the president, not to mention the Million$ in Utilities Relocations appropriated from the IJIA. In theory, if we are currently six feet below already, then we should just build a berm on top of the utilities like the current work being completed on the railroad right through the middle of town, right? Just a side note, but 20 years ago during the PGE SMUD negotiation to takeover Yolo county, it was even suggested by a PGE representative that SMUD need not bury, only lay the new wires directly on the street because of how far below grade we were at that particular point in time.

Thank you for your comment. West Sacramento's STEP stands for Sidewalks and Transportation Equity Program. The California Air Resources Board (CARB) has a different program that also uses the acronym STEP. We appreciate your comments regarding effective use of funds and actions to take in the interest of climate change. We hope you were able to participate in the public engagement for the City's Climate Action Plan, too:
https://www.cityofwestsacramento.org/government/departments/communitydevelopment/planning-division/climate-action-plan. 4 Email Spanish language contact needed in Spanish! The City's Transportation and Mobility division is leading the STEP Plan. With limited resources and staffing, the Project Manager for the STEP Plan is listed as the point of contact. If needed, the City will coordinate translation or interpretation services.
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Comment
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Received
By Comment Response
5 Email When I follow the published link that was included in our utility bill (bit.ly/WestSacSTEP) it brings me to the following page written in non-English languages that
I cut-n-pated below. There are no other links
included for an English version. Please provide the
proper link to obtain a copy of the draft Sidewalk and
Transportation Equity Program (STEP)
The bit.ly/WestSacSTEP link directs the public to the City project webpage. City staff provided the commentor with a follow-up email on January 2, 2024 to confirm if they could access the draft Plan.
6 Facebook There are no sidewalks on my street , we really need them it's very hard to walk with a walker, witch alot of people need using our street. We have people come
from Eschaton housing that walk with canes and
walkers. Very unsafe, my street is between Evergreen
and West Capitol. We have always needed sidewalks,
or at least curbs. So being able to navigate our street would be much safer for all.

Thank you for your comment. That area is noted as missing sidewalks. 7 Facebook I just quickly looked at the sidewalk map that shows the areas with sidewalks and coded by sidewalk
presence. At just a quick glance I can tell you that is it not accurate. There are no sidewalks on the west and
east side of the memorial. There may be other
inaccuracies but these are obvious errors.

Thank you for your comment on the accuracy of the data in the draft plan.If you look at the map in the Draft Final Plan it should be corrected in the areas you noted.
8 Facebook I know this is for sidewalks and transportation but is anything being done about the many empty fields
and spaces around West Sac? They've been a
problem for many years and it would be nice to see
housing or businesses built there. Utilize the space.

Also, what's up with the old Safeway?
Thank you for your comment. This project is focused on sidewalks and transportation. We've shared your comment with the Parks & Recreation and Community Development Departments
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Comment
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Received
By Comment Response
9 Instagram Can the city start repaving our roads, emphasis on Industrial and Harbor area. Its horrible.

Thank you for your comment. The City has various street pavement repair and pavement preservation efforts underway, and your comments for Industirial Boulevard and Harbor Boulevard have been shared with the Capital Projects Department. To learn more about the pavement repair and preservation efforts, please visit:
https://www.cityofwestsacramento.org/government/departments/capitalprojects-department/projects/neighborhood-pavement-preservation-arterialstreets-pavement-repair-project/-fsiteid-1#!/. The City is also in the design phase for the Port Area and Complete Streets Infrastructure Project which will include road rehabilitation for Industrial Boulvard and Harbor Boulevard. For more information, please visit:
https://www.cityofwestsacramento.org/government/departments/capitalprojects-department/projects/southport-parkway-road-rehabilitation-project. 578
10 Email
Thank you for allowing comment for the draft Plan
for the Sidewalk and Transportation Equity Program
(STEP). As a resident of Southport I would like to
suggest the following:

I would like to see the Marshall Road and Jefferson
Blvd sidewalk gap to be moved up in the scheduled
improvements for sidewalks.

This sidewalk would drastically improve mobility
along 2 arterial corridors and improve safety for
pedestrians walking along the western edge of
Jefferson and the northern edge of Marshall Road.
1600 Linear feet of sidewalk would drastically
improve pedestrian safety and increase foot traffic
to local businesses. This is what I would consider an
"easy win" if it was implemented in 0-2 year bracket,
11-15 is not acceptable considering the safety
hazard.

Please take this comment seriously and consider
walking that stretch of Jefferson and Marshall for
Thank you for your comment. Other planned projects in the area may impact the estimated timeline for this project.
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Comment
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Received
By Comment Response
some perspective on the urgency.

Please notice how tight motorists take this corner
indicated by stripping/shoulder ware and random
lexus taking the corner tightly where a pedestrian
could easily be.
11 NextDoor Thanks. But your message is unclear. Not sure what you are up to. We need a sidewalk for people to
walk on Linden from Allen up to Jefferson to get to
the power mart on the south side of linden. BTW
Why didn’t you ask or keep us informed about the
hundreds of apartments going up on
Jefferson?(edited)
Thank you for your comment. Improvements are recommended for Higgins Road to connect to Jefferson Boulevard as part of Project 8 - River City High School. The project at 2301-2425 Jefferson Boulevard went through the required public notification process required at the time of approval. The application was reviewed for conformance with the zoning requirements in effect at that time which permitted multifamily by right on this property. After public noticing was completed, the project received design review approval determining it was in conformance with the Southport Framework Plan and Design Guidelines as well as the General Plan on October 2, 2019. The applicant subsequently requested and received a Zoning Administrator minor modification to the project on May 6, 2020 for modifications to the site plan and unit count. The City does not provide updates on private projects after project approval.
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Attachment 3
RESOLUTION 24-18

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WEST SACRAMENTO

APPROVING THE WEST SACRAMENTO SIDEWALKS AND TRANSPORATION EQUTIY

PROGRAM PLAN
WHEREAS, the City of West Sacramento was awarded a California Department of Transportation Sustainable Transportation Planning Grant for Fiscal Year 21-22 for the West Sacramento Sidewalks and Transportation Equity Program; and WHEREAS, the City Council approved Resolution 21-37 on August 18, 2021, authorizing the City Manager to execute a grant agreement with Caltrans for the West Sacramento Sidewalks & Transportation Equity Program; and WHEREAS, the City Council approved the award of a professional services contract on May 18, 2022 to NN Engineering for the development of the West Sacramento Sidewalks and Transportation Equity Program; and
WHEREAS, the Transportation, Mobility and Infrastructure Commission recommended the City Council adopt the Sidewalks and Transportation Equity Program Plan on January 8, 2024; and
WHEREAS, Senate Bill 922, until January 1, 2030, accelerates the approval of sustainable, climate friendly bicycle and pedestrian projects by exempting them from CEQA; and
WHEREAS, the Sidewalks and Transportation Equity Program Plan will help meet the transportation needs of bicyclists and pedestrians into the future and promote safer and more accessible travel by all modes, thereby improving air quality, traffic congestion, and vehicle parking demand; and
WHEREAS, the West Sacramento City Council has conducted a public hearing on the Sidewalks and Transportation Equity Program Plan and has duly considered all information presented; and
NOW, THEREFORE, BE IT RESOLVED that the City Council take the following actions:

1. Find that the West Sacramento Sidewalks and Transportation Equity Program Plan is exempt from California Environmental Quality Act (CEQA) and qualifies for a Statutory Exemption under Senate Bill 922 as a pedestrian transportation plan that establishes a comprehensive, coordinated approach to improving pedestrian infrastructure and safety pursuant to Public Resource Code Section 21080.20.

2. Adopt the West Sacramento Sidewalks and Transportation Equity Program Plan.
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PASSED AND ADOPTED by the City Council of the City of West Sacramento this 21 day of February, 2024 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Martha Guerrero, Mayor
ATTEST:

Jennifer Cusmir, City Clerk
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Statutory Exemptions. State code number:

_______________________________________________
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): ____________________________ P.O. Box 3044, Room 113 _______________________________________________ Sacramento, CA 95812-3044 County Clerk
(Address)
___________________________
___________________________
County of: __________________
Project Title: ____________________________________________________________________________ Project Applicant: ________________________________________________________________________ Project Location - Specific:

Project Location - City: ______________________ Project Location - County:

Description of Nature, Purpose and Beneficiaries of Project:
_____________________
Name of Public Agency Approving Project: _____________________________________________________ Name of Person or Agency Carrying Out Project: ________________________________________________ Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
Reasons why project is exempt:

Lead Agency
Contact Person: ____________________________ Area Code/Telephone/Extension: _______________ If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: ____________________________ Date:

Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. _______________
Categorical Exemption. State type and section number: ____________________________________ ______________________________________________
______________ Title: _______________________
Revised 2011
Attachment 4
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West Sacramento City CouncilFebruary 21, 2024

West Sacramento City Council
February 21, 2024