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Chad has previous working experience with this project during his tenure at another traffic signal maintenance company. For this project, Chad will be assigned as a crane operator and on-call maintenance support for emergency response work and any extraordinary work. Chad has over 5,000 working hours as a crane operator.
Chad Newton
Crane Operator / ElectricianExperience
IMSA Work Zone
IMSA Traffic Signal Level I/II
National Commission for the Certification of Crane
Operators (NCCCO)
Flagger Certified
OSHA 10
Traffic Signal Technician / Crane Operator
Bear Electrical Solutions | 2022 -present | Anaheim, CA • Traffic Signal Maintenance – Routine and Emergency Response Technician (Initial response and permanent repair)
• Traffic Signal infrastructure installation and repair (including conduits, pole foundations, TS gear, ITS) Traffic Signal Electrician
Yunex| 2011-2022 | Anaheim, CA
• Traffic signal construction and maintenance
• Crane Operator
• Emergency response and repair of traffic signals
Certifications Licenses
Class A Drivers License
Electrical IBEW Apprenticeship Graduate
2. QUALIFICATIONS OF PERSONNEL (CONT)
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Phillip is an experienced construction and maintenance electrician that will be assigned to work on construction-based work for the City. He specializes in streetlights installation, EV charging stations, communication infrastructure (fiber optic, networking cables), and other ITS infrastructure.
Phillip Heffernan
Construction & Maintenance ElectricianExperience
IMSA Work Zone
IMSA Traffic Signal Level I
FOA Fiber Optic Technician
ETA International Fiber Optic Technician
Electric Vehicle Infrastructure 1 Certification
OSHA 30 Certification
Bucket Truck and Aerial Work certified
Electrician
Bear Electrical Solutions | 2023 -present | Anaheim, CA • Construction, Installation, and Maintenance of Traffic Signals, Streetlights and Equipment • Electric Vehicle Charging Station Maintenance and Installation • Fiber Optic splicing, testing, and maintenance
• Communication configuration of network switches and devices for networks Electrical Instructor
Orange County Electrical Training Trust | 2022 -present | Santa Ana, CA • Instructs apprenticeship programs – Inside Wireman, Sound Installer, and Intelligent Traffic Systems
• Provides the necessary training for electrical student candidates to become journeyman level electricians.
Certifications
Electrician
ILB Electric | 2016-2023 | Corona, CA
• Traffic signal construction and maintenance
• Manage construction crews for streetlight, traffic signal projects CA Licensed NEC# 170250-G
Licenses
Electrician
Asplundh Construction | 2013-2015 | Buena Park, CA
• Traffic signal construction and maintenance
• Manage construction crews for streetlight, traffic signal projects
2. QUALIFICATIONS OF PERSONNEL (CONT)
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James Snowden will be designated construction foreman to lead construction activities for the City. Experienced in streetlight and traffic signal construction, James will coordinate construction work according to priorities and plans; allocating general and daily responsibilities as well as supervise and train workers. James will also ensure manpower and resources are properly assigned and adequate for safe and sustainable construction practices.
James Snowden
Construction Foreman - Electrician
Experience
IMSA Work Zone
IMSA Traffic Signal Level I / II
OSHA 30
EVITP Certified (Electrical Vehicle
Infrastructure)
Signal and Rigging Certified (Crane)
Construction Foreman - Electrician
Bear Electrical Solutions | 2022 -present | Anaheim, CA • Troubleshoot and repair streetlights and traffic signals • Supervise and train electricians and laborers
• Perform new construction activities including conduit, pullbox, wiring, foundation, and pole installations.
• Progress reports to management
• Monitor construction expenditures and ensure work remains within budget • Crane Operator
Electrician – Construction team
ILB Electric | 2017-2022 | Corona, CA
• Erect new traffic signals and streetlights from the ground up • Auger and pour new foundations
• Remove old poles and foundations and install new in place • Pull wire through conduits for signalized intersections. • Supervised directional boring operations.
• Terminated conduits, installed new pullboxes, concrete restoration supervision of apprentices.
Certifications
CA Electrician NEC# 166842
Licenses
2. QUALIFICATIONS OF PERSONNEL (CONT)
2025 Bear Electrical Solutions, LLC 14
Bear Electrical Solutions has proudly served as the Southern California cities on- call streetlight maintenance for over ten years. We have responded to thousands of service requests ranging from emergency streetlight knockdowns and conduit failures to streetlight outages
We have consistently met the all required one-hour emergency response timeframes with our customers , including during after -hours, weekends, and holidays.
Dedicated Personnel and Fleet Capabilities
To support the City of Bell and neighboring clients, Bear Electrical deploys a fully staffed, local team that includes:
• A dedicated Project Manager and Field Superintendent
• Multiple IMSA -certified Level II/III Electricians , trained and experienced in high -voltage series systems (up to 6,000 volts)
• Union-certified crane and bucket truck operators , electricians, and laborers • 24/7 dispatch and administrative support staff
Our regional operations are supported by a fleet that includes:
• Boom trucks, crane trucks, and multiple bucket trucks staged in our nearby Anaheim facility • Utility service trucks equipped with line tracing tools, trenching equipment, portable generators, barricades, and pole handling attachments
• A 3,500-sf warehouse stocked with common streetlight components including poles, LED fixtures, bases, fuses, cabinets, and conduit
Work Approach
Our approach is designed to ensure that the City of Bell’s streetlight system is maintained to the highest standards of safety, reliability, and efficiency, in full compliance with applicable laws, SCE best practices, and MUTCD requirements. We combine proven operational procedures, specialized equipment, and skilled personnel to deliver timely routine, emergency, and special project services.
1. Work Order Intake and Dispatch
24/7 Call Center & Online Portal: All service requests will be received via our dedicated 24 -hour call center or City’s online reporting system. Requests are immediately logged into our cloud -based maintenance management system (MMS) with unique tracking numbers.
Prioritization: Service requests are classified as emergency (two-hour response) or routine (seven working days) per contract requirements. Our dispatchers assign work orders in real time to the nearest qualified crew.
2. Routine Maintenance Operations
Crew Mobilization: For non-emergency work, crews are scheduled daily to address assigned work orders in the most efficient geographic sequence, minimizing travel time .
Inspection and Repairs : Each service visit includes:
Visual inspection of the pole, mast arm, luminaire, photocell, wiring, and grounding.
Cleaning of fixture lenses and housings.
Replacement of failed components (lamps, photocells, fuses) using City -approved materials.
Minor wiring repairs to restore full functionality.
Environmental Compliance : All removed materials (e.g., lamps, ballasts) are transported to our facility for proper disposal in accordance with state hazardous waste regulations.
3. Emergency Response Procedures
Two-Hour Deployment: Upon notification of hazards such as downed poles, exposed conductors, or collision knockdowns, an emergency crew is dispatched immediately.
3. MEANS AND METHODS OF APPROACH
Ability to Deploy Services
2025 Bear Electrical Solutions, LLC 15
3. Emergency Response Procedures
Two-Hour Deployment: Upon notification of hazards such as downed poles, exposed conductors, or collision knockdowns, an emergency crew is dispatched immediately.
Site Safety: Initial actions include setting up MUTCD -compliant traffic control, de -energizing electrical hazards, and securing the area to protect the public.
Temporary Restoration: Temporary lighting or barricades are installed if permanent repairs cannot be completed immediately.
Follow -Up Reporting: A detailed incident report, photographs, and repair plan are submitted to the City by the next business day.
4. Traffic Control and Safety
MUTCD and WATCH Compliance: All traffic control setups — including cones, barricades, arrow boards, and detour signage— are deployed in accordance with the current CA MUTCD and WATCH manual.
Crew Safety Training: All field personnel maintain current OSHA certifications, CPR/First Aid training, and utility safety clearances.
5. Materials and Equipment
Inventory Management : We maintain an on -hand supply of key components (photocells, LED fixtures, mast arms, fuses, wiring) at our local yard to ensure rapid deployment.
Specialized Equipment: Service trucks are equipped with insulated bucket lifts (45 –55 ft reach), hydraulic tools, cable fault locators, underground conduit blowers, and pole -setting cranes.
City- Owned Materials: When applicable, City -owned spare parts are stored in secure, climate -controlled areas with inventory records maintained in the MMS.
6. Documentation and Reporting
Real-Time Updates: Crews update the MMS in the field with repair status, before/after photographs, GPS coordinates (sub -foot accuracy), and parts used.
Weekly Reports: A live online report is accessible to the City, showing all open, in -progress, and completed work orders.
GIS Database Integration: All work activities are tied to the City’s GIS streetlight database, updated monthly.
7. Warranty and Special Projects
Warranty Coordination : For manufacturer -covered failures, we act as the first responder, diagnose the issue, coordinate with vendors, and complete replacement at no cost to the City.
Additional Work : For extra work (e.g., pole replacements, park lighting upgrades), we prepare detailed written quotations with cost and schedule for City approval prior to commencement.
8. Quality Assurance and Continuous Improvement
Field Audits: Supervisors conduct periodic inspections of completed work to ensure compliance with City specifications.
Performance Metrics : We track response times, repeat failure rates, and crew productivity, using data analytics to optimize routes, reduce outages, and improve service delivery.
3. MEANS AND METHODS OF APPROACH (CONT)
Approach - continued
2025 Bear Electrical Solutions, LLC 16
3. MEANS AND METHODS OF APPROACH (CONT)
Our work plan is based on our experiences and knowledge of industry standards & best practices.
Per the RFP, we understand the City is seeking a contractor that can provide lighting maintenance services that shall include, but not, necessarily be limited to the preventative and routine maintenance, on-call support, and emergency repair of equipment.
Our standard practice is conducting a project kick-off meeting after the contract is awarded and formalize the project expectations. At this meeting, we can identify all key project stakeholders from the City. This enables Bear and the City to operate with the same facts.
List of Deliverables
• Provide online-based CRM portal (within two
weeks of start of contract)
• Daily, Weekly, Monthly Reporting
• Monthly PM
• Response, and Extra Work Reporting
• Monthly Job Completed and Outstanding Report
• Monthly Budget to Actual Report
• Extra-Work Cost Estimates
• Night Checks
List of Critical Activities
• Performance of Routine Maintenance
• Monthly Documentation and Reporting
• Monthly Budget Tracking and Reporting
• Daily Reporting (As-discussed)
• Emergency Response & Reporting
Our online portal will be provided to the
City as part of our maintenance program.
Proposed Work Plan
2025 Bear Electrical Solutions, LLC 17
3. MEANS AND METHODS OF APPROACH (CONT)
Project Budget
We understand the importance of delivering services not only on time but also on budget. We aim to work collaboratively with the City to use the funds available most efficiently. Given the nature of maintenance and response-type work, it is impossible to accurately predict all incurred costs since much work is dispatched due to vehicular accidents, weather damage, and other unpredictable circumstances . This is why managing this type of project budget effectively is contingent on two (2) key project approach components : 1 . An Effective Communication Plan and 2. Timely Accounting Reports.
Communication & Reporting Plan
A communication and reporting plan ensures that all pertinent information is distributed to all project stakeholders . This allows us all to operate with the same set of facts to work collaboratively with the City to make decisions, manage budgets, and respond to requests. Our intention is to work collaboratively with the City to draft an effective communication plan. Below is a conceptual communication and reporting plan that we feel fits the needs of the City of Bell:
• Audience and Responsibilities
Our standard practice is conducting a project kick-off meeting after the contract is awarded. At this meeting, we can identify all key project stakeholders from the City. This enables Bear and the City to operate with the same facts. While we empower our project manager to manage communication with the City, we understand it is sometimes best to get information straight from the source in the field. We empower all employees to communicate and build relationships with our clients. Along with this, we also leverage technology to ensure we have clarity and alignment among all stakeholders . • Communication Channels and Reporting Content
Our goal is not to force clients to communicate with us in one specific way but to provide multiple means of communication to allow the City to share with us in a manner that works best for them. Learning from our past involvement with the City, we believe this item can provide a significant project benefit to all stakeholders . Below is a proposed communication plan describing the available communication methods and its respective BEAR team member responsibility .
2025 Bear Electrical Solutions, LLC 18
3. MEANS AND METHODS OF APPROACH (CONT)
Material Stock Inventory - (Value $2M)
Traffic Signals Streetlights
Poles Poles
PPB Fixtures
Vehicle & Pedestrian Indications Wiring
Vehicle & Pedestrian Detectors Pullboxes
Cabinets Conduit
Cabinet components (i.e.,
controller, flashers, load switches,
etc.) Ancillary equipment
Equipment Readiness - Stock Material & Vendors
Aside from maintaining about $2M of stock material, Bear has established business relationships with many vendors in California's traffic signal and streetlight maintenance industry. Bear can source and procure material not currently in stock through Bear’s robust supply channel spanning Northern and Southern California.
We place a high value on “equipment readiness” so much that we employ dedicated staff whose sole responsibility is to ensure equipment and material stock is available when needed. We have a dedicated purchasing team as well as in-house vehicle/equipment mechanics, so we have better control over our schedule.
Pictures of our Anaheim Yard, Warehouse, and Laboratory
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APPENDIX
bear-electrical.com
Preparation to
succeed
Training and Safety
We understand that specialty electrical work is only as good as the people we have delivering the solutions. We take pride in the time we invest to recruit top talent from within the neighborhoods and communities where we work. Taking the time to hire the best people and build cohesive teams, enables us to deliver solutions that are grounded in a quality first mindset.
We are proud of having one of the best safety records in the industry, with no OSHA violations and a 0.61 EMR. We have managed to hold and maintain our industry leading safety record because of our diligence in training employees and emphasizing safety.
Formal safety training is performed in large group format as well as in one-to-one settings with our safety training managers. All of our training programs are managed and executed by our in-house team members. Safety training is given throughout an employee's tenure; at on-boarding, during specific formal training days and as part of pre-job requirement meetings.
It Starts with People
Quality Assurance & Effective
Problem Correction
No OSHA violations
and a 0.61 EMR
While we rarely experience major issues that cannot be resolved - in the event of any issues or discrepanciesarising - we implement the following corrective measures:
• Immediate Assessment: Prompt identification and assessment of the problem
• Root Cause Analysis: Investigation to determine the underlying cause of the issue by the Project Manager and/or Field Superintendent • Corrective Action Plan: Development of a detailed plan to address the problem effectively with communication and a proposed action plan • Implementation: Timely execution of corrective actions to resolve the issue and prevent recurrence
• Follow-up: Monitoring and verification to ensure that the corrective actions have been successful
Safe, high-quality solutions are achievable when we can all find common ground and communicate effectively across projects large and small. We empower each of our team members, from Project Managers to Field Foreman and Field Staff, to take complete ownership of the task and the customer. We are diligent about recognizing each team member's roles and responsibilities for each project. To providing a high- quality product we focus on constant communication and routine job / team meetings. We work with all our employees on the best approach to communicate effectively and clearly so that they can be successful in all of their interactions with others.
Effective
Communication
C
CITY OF BELL
6330 Pine Ave.
Bell, CA 90201
REQUEST FOR PROPOSALS
MUST BE SUBMITTED BY:
Tuesday, August 05, 2025 at 3:00 P.M.
Date/Time
PW25-005
RFP Number
COVER PAGE
The City of Bell, hereinafter referred to as “City” is seeking proposals from qualified contractors, hereinafter referred to as “Proposers” to establish a contract for:
_____Streetlight Maintenance and Repair Services_____
Work provided shall be in accordance with the Scope of Services requirements attached hereto and incorporated herein by this reference as Section I (C).
All proposals must be submitted online via OpenGov at:
https://procurement.opengov.com/portal/cityofbell
City will reject proposals submitted other than through OpenGov.
Electronic Proposals are due on or before the date and time specified above.
Proposers are not to contact any City personnel with any questions or clarifications concerning this RFP. All official communication concerning this RFP will be through OpenGov – RFP# PW25- 005. Any City response relevant to this RFP other than through OpenGov is unauthorized and will be considered invalid.
PROPOSALS WILL BE VALID FOR 120 DAYS AFTER CLOSING DATE I have read and understand and agree to the terms and conditions herewith, and I am submitting a Proposal in response to this solicitation.
Date: Company Name: _ _
*Authorized Signature Name Title
*Authorized Signature Name Title
*If a corporation, the document must be signed by two corporate officers. The first signature must be either the Chairman of the Board, President, or Vice President. The second signature must be either the Secretary, an Assistant Secretary, Chief Financial Officer, or Assistant Treasurer. In the alternative, a single corporate signature is acceptable when accompanied by a corporate resolution demonstrating the legal authority of the signatory to bind the corporation.
RETURN THIS COVER PAGE WITH YOUR PROPOSAL
LATE PROPOSALS WILL NOT BE ACCEPTED
ATTACHMENT 3
CITY OF BELL
REQUEST FOR PROPOSALS
STREEETLIGHT MAINTENANCE AND REPAIR SERVICES
TABLE OF CONTENTS
SECTIONS ......................................................................................................................................... PAGES
PROPOSAL DOCUMENTS (All Documents must be submitted by proposal bid date)
COVER PAGE .......................................................................................................................................... C
SECTION I: INTRODUCTION AND INSTRUCTIONS TO PROPOSERS ......................................................... P-1 SECTION II: MINIMUM QUALIFICATIONS AND PROPOSAL REQUIREMENTS ........................................... P-8 SECTION III: SELECTION PROCESS ....................................................................................................... P-14 SECTION IV: REQUIRED POST RFP DOCUMENTS ................................................................................ P-17
CONTRACT SERVICES AGREEMENT DOCUMENTS
CONTRACT SERVICES AGREEMENT ................................................................................................. CA-1
EXHIBIT “A” SCOPE OF SERVICES......................................................................................................... A-1 EXHIBIT “B” SPECIAL REQUIREMENTS .................................................................................................... B-1 EXHIBIT “C” SCHEDULE OF COMPENSATION...................................................................................... C-1 EXHIBIT “D” SCHEDULE OF PERFORMANCE ........................................................................................ D-1 EXHIBIT “E” MAP AND LIST OF CITY OF BELL STREETLIGHTS ................................................................. E-1
NOTICE OF AWARD .............................................................................................................................. N-1 NOTICE TO PROCEED ........................................................................................................................... N-2
P-1
SECTION I: INTRODUCTION AND INSTRUCTIONS TO PROPOSERS
A) OVERVIEW
The City of Bell is seeking proposals from qualified contractors to provide comprehensive maintenance and repair services per the Scope of Services of this Request for Proposal (RFP).
The City desires to enter into an agreement with a qualified contractor to provide and maintain a high level of service for its streetlight system.
The term of the agreement shall be 3 years.
The City expects the selected Proposer(s) to deliver the requested services in full accordance with the Scope of Services outlined in this RFP, including all related exhibits, attachments, appendices, and any negotiated modifications.
B) PROPOSED SCHEDULE
RFP Release Date Tuesday, July 15, 2025
Questions Due Tuesday, July 29, 2025 at 3PM PST
City Response to Questions Thursday, July 31, 2025
Electronic Proposals Due Date Tuesday, August 5, 2025 at 3PM PST Projected City Council Contract Award Date Wednesday, August 27, 2025
C) SCOPE OF SERVICES
The City seeks a qualified contractor to provide comprehensive maintenance and repair services for its streetlight system. This Scope of Services (SOS) defines the responsibilities, performance standards, and deliverables required to ensure the safe, efficient, and sustainable operation of the City’s streetlights. The contractor will be responsible for coordinating repair requests, performing routine and emergency repairs, managing warranty claims (e.g., submitting required documentation, including photos, purchase records, and technical reports, to validate warranty claims), overseeing traffic control (e.g., deploying traffic control plans and signage (per MUTCD standards) for lane closures during pole replacements or overhead work ), maintaining materials inventory (e.g., tracking stock levels of key components like LED fixtures, fuses, arms, bolts, photo controls, wire, and hardware), and providing administrative support (e.g., preparing monthly service reports detailing completed repairs, response times, and parts used). All work must comply with applicable laws, regulations, and industry best practices, including Southern California Edison’s (SCE) standards for streetlight maintenance.
1. Streetlights
“Streetlights” shall be understood to mean the complete pole and mast arm assembly, luminary, including lamp, reflector, refractor, leads, contacts, socket, and housing, and in addition thereto, the ballast, photocells, the wiring within, and any aerial wiring between poles, underground wiring for park lights. There are approximately 900 light fixtures in the City, including park lights. (See Exhibit E)
2. Services Required
• Coordination of Repair Requests
The contractor shall establish and manage two primary channels for receiving and processing
P-2
repair requests: an online submission system and a 24/7 call center ; both channels shall be available to the public . The online system will feature a user -friendly form for reporting issues, including location details and problem descriptions. The call center will employ live operators to assist users in completing the online form. Emergency requests, such as electrical hazards or pole knockdowns, must be addressed within two (2) hours of receipt, while non-emergency repairs will be scheduled for resolution within seven (7) working days. The contractor will review submissions daily and prioritize responses based on urgency.
• Routine Maintenance
Routine repairs encompass the replacement of failed components such as photocells, fixtures, and fuses, as well as the repair of loose wiring. Each service visit must include cleaning the fixture, replacing damaged lenses or covers, and ensuring the assemb ly is left in a fully functional and clean condition. The contractor is responsible for the proper disposal of waste materials in accordance with environmental regulations. Detailed records of each repair, including location, date, issue, remedy, and completion status, must be maintained and submitted to the City. If electrical disconnections or reconnections is required , the contractor will coordinate with the relevant utility provider to ensure seamless execution.
• Emergency Repairs
Emergency repairs involve addressing immediate hazards, such as downed poles or exposed electrical conductors. The contractor must dispatch a responder within two (2) hours , after being notified, to secure the scene, de -energize equipment, and implement temporary or permanent fixes as needed.
The following business day after responding to an emergency , the contractor shall provide the City with detailed notes of their response, corrective actions, and a plan and timeline for rep airs.
If an emergency repair was triggered by a knockdown, the cost of the repair shall be invoiced separately so the City can properly seek appropriate restitution from the party responsible.
A written quotation for any additional restoration work, such as pole reinstallation, must be submitted to the City within seven (7) working days of the initial response. Work may proceed only after City approval. The contractor will also coordinate with utilities to ensure safe cleanup and retrieval of City-owned components.
• Warranty Repairs
For issues covered under warranty, such as fixture failures or installation defects, the contractor will act as the first responder. The contractor will diagnose the problem, collaborate with manufacturers or installers to resolve it and ensure all warranty -related repairs are completed at no additional cost to the City.
• Traffic Control
The Contractor shall provide safe and continuous passage for pedestrian and vehicular traffic at all times. All warning lights, signs, flares, barricades, delineators, detours, and other facilities for the sole convenience and direction of public traffic s hall be furnished and maintained by the Contractor. All traffic control shall conform to, and be placed per, the current Work Area Traffic Control Handbook (WATCH), and CA MUTCD. Flashing arrow board(s) shall be furnished and maintained as directed by the City. When work is completed, all traffic control signs, barricades, delineators, etc., shall be removed from the site
• Additional Work
P-3
Work not covered under routine or emergency repairs, such as pole replacements, pull box Lid replacement, or pole graffiti abatement, will require a detailed written quotation for City review and approval and approval before commencement. The contractor must provide clear cost, and timeline estimates for such projects.
• Materials Management
The contractor will maintain an inventory of essential materials, including photocells, fuses, and wiring, to facilitate timely routine repairs. They will also monitor the City’s spare fixture inventory and recommend replenishment as needed. If requested, the contractor will store City-purchased materials and ensure they are readily accessible for repairs.
• Administrative Support
Upon request, the contractor will assist the City in pursuing third -party insurance claims by providing documentation, such as repair records and incident reports, to support the City’s case.
3. Reporting Requirements
The contractor will maintain a real-time, online Weekly Report updated daily to reflect all repair activities. This report will include details such as locations visited, issues identified, remedies applied, and completion dates. The report must be accessible to the City in real time to ensure transparency and accountability.
4. Performance Standards
The contractor is expected to meet the stated response times of two (2) hours for emergencies and seven (7) working days for routine repairs , while adhering to safety and quality standards.
Environmental compliance, particularly in waste disposal, is mandatory. Clear and timely communication with the City and utility providers is essential throughout the contract term.
5. Deliverables
Key deliverable includes an updated weekly report, written quotations for additional work, and comprehensive records of all service visits and repairs. These document s will serve as the basis for performance evaluation and City oversight.
6. Terms of Service
Services will commence upon the execution of a contract services agreement and continue for the duration specified in the contract. The City reserves the right to extend or modify the contract based on performance and project needs.
7. Compliance
The contractor must comply with all local, state, and federal regulations, as well as Southern California Edison’s (SCE) best management practices for streetlight maintenance. Failure to meet these standards may result in corrective action or contract termination.
8. Communication
The Contractor shall maintain a primary contact telephone number and two backup telephone numbers during the entire term of the contract where a designated representative can be reached 24 hours a day, 365 days a year.
P-4
The Contractor shall also maintain and provide direct phone numbers and email addresses of various pertinent staff/employees with which the City can maintain regular and direct contact regarding billing, estimating, service calls, status reports, scheduling, t esting, and other related issues.
9. Lighting Upgrades, Modifications, and Installations
The Contractor shall install, modify, and/or upgrade streetlights and all associated hardware or traffic safety devices as requested by the City. All such work shall be considered extra work and shall be performed to the satisfaction of the City.
No additional or extra work shall be commenced or undertaken by the Contractor unless authorized in advance in writing by the City. Said authorization is a condition precedent to the Contractor’s entitlement to reimbursement or remuneration for such servic es. This work shall be performed within an agreed-upon time limit established by the City and for a mutually agreed- upon price. The City shall retain the discretionary right to perform any additional work through the use of City forces, by negotiated agreement, or to advertise such work for construction by others.
10. Database Management
The City will expect the Contractor to maintain a GIS database for all streetlights. The raw data for this database will be turned over to the Contractor via geodatabase or shapefile. The database shall be updated monthly, by the fifth (5) day of the month, and include details of all services provided to reported outages, emergency knockdowns, warranty claims, small cell conversions, and relocations.
Any new data points must accurately represent the location of the streetlight within one foot. A GPS device rated for the desired accuracy must be used, for example , EOS or Trimble.
Standardized data entry protocols shall be established to ensure consistency across all data points. Regular data validation and quality control checks shall be performed to ensure accuracy.
Comprehensive measures aimed at preventing data loss, corruption, or unauthorized access should be implemented for data integrity and security.
Upon the end of, or termination of the contract, all updated data shall be provided to the City in geodatabase format.
11. Meetings
The Contractor and any of its staff shall be available to meet, monthly, or as necessary, with City staff at a mutually agreed upon time and place to review maintenance activities, operational and timing activities, pending work, estimates, work quality, and any items related to the Contractor’s work under the contract.
12. Invoices
The Contractor shall submit an invoice for each month of routine maintenance. Invoices for additional work must be separate from routine maintenance. Invoices for additional work must be line itemed by each individual pole and funding zone. All knockdowns that occur shall be invoiced separately. A summary of invoices related to a knockdown shall be provided, as the City will be seeking restitution from the responsible party.
13. License Requirements
Contractor shall possess and maintain C-10 – Electrical Contractors License.
P-5
D) INSTRUCTIONS TO PROPOSERS AND PROCEDURE FOR SUMBITTAL
1. Submission of Proposal:
Proposals must be submitted online at:
https://procurement.opengov.com/portal/cityofbell
City will only accept proposals submitted online via OpenGov on or before the Proposal Due Date specified in this RFP. Refer to Invitation Number “RFP# PW25-005.” Interested firms must be registered on the City’s OpenGov portal to participate in this RFP.
All documents specified in Section II – Proposal Requirements shall be scanned and uploaded to OpenGov. Any proposal submitted other than in the manner specified in this RFP will be rejected.
2. Questions and Addenda:
All questions or requests for interpretation regarding this RFP must be submitted online through OpenGov. Proposers are not to contact City personnel with any questions or clarifications concerning this RFP other than through OpenGov. Any City response for this RFP that is not posted through OpenGov is unauthorized and will be considered invalid.
If clarification or interpretation of this solicitation is considered necessary by City, a written addendum shall be issued on OpenGov. Any interpretation of or correction to this solicitation, will be made only by addendum issued through OpenGov. It is the responsibility of each Proposer to ensure that they have received and reviewed all addenda to this RFP. For technical support with the OpenGov system, contact OpenGov at (650) 336-7167.
3. Validity of Proposals:
Proposals must be valid for a period of at least 120 calendar days from the closing date and time for receipt of proposals.
4. Proposals are not to be marked as confidential or proprietary. City may refuse to consider any Proposal so marked. Proposals submitted in response to this RFP may become subject to public disclosure. T h e C ity shall not be liable in any way for disclosure of any such records.
Additionally, all Proposals shall become the property of the City.
5. Proposer RFP Examination:
By submitting a Proposal, Proposer represents that it has thoroughly examined City’s requirements and is familiar with the services required under this RFP and that it is qualified and capable of providing the services to achieve City’s objectives.
6. Proposal Compliance:
Each Proposer must submit its Proposal in strict accordance with all requirements of this RFP and compliance must be stated in the Proposal. Deviations, clarifications and/or exceptions must be clearly identified and listed separately as alternative items for the City’s consideration.
7. Proposal Rejection:
Any Proposal may be rejected if it is conditional, incomplete, or deviates from specifications in this RFP. City reserves the right to waive, at its discretion, any procedural irregularity, immaterial defects, or other improprieties which City deems reasonably correctable or otherwise not warranting rejection of the Proposal. Any waiver will not excuse a proponent from full compliance.
8. Pre-Contractual Expenses:
The City shall not, in any event, be liable for any pre-contractual expense incurred by the Proposer in the preparation of its proposal. Pre-contractual expenses are defined as expenses incurred by the Proposer but not limited to the following:
a. Preparing its proposal in response to this RFP
b. Submitting its proposal to the City
P-6
c. Negotiating with the City on any matter related to the proposal d. Any other expenses incurred by the Proposer prior to date of contract award
9. Negotiations:
City reserves the right to: a) negotiate the final Contract with any Proposer(s); b) withdraw this RFP in whole or in part at any time without prior notice and, furthermore, makes no representations that any Contract will be awarded to any Proposer responding to this RFP; c) award its total requirements to one Proposer or to apportion those requirements among two or more Proposers; or d) reject any proposal if it is conditional, incomplete or deviates significantly from the services requested in this RFP. In addition, negot iations may or may not be conducted with Proposer; therefore, the Proposal submitted should contain Proposer’s most favorable terms and conditions, since the selection and award may be made without discussion with any Proposer.
10. Contract:
It is anticipated that the contract (model agreement in Section IV) resulting from this RFP, if awarded, will be effective for three (3) years.
The City reserves the right to cancel the contract any time upon thirty (30) days prior written notice to Contractor of its intent to terminate.
11. Protest Procedure:
Only a proposer who has submitted a proposal in response to this RFP is eligible to submit a protest.
The City will not accept or entertain RFP protests from anyone who did not submit a proposal for the project or work being protested.
Proposers may file a protest of an RFP with the Finance Department, City of Bell – 6330 Pine Ave., Bell, CA 90201, up to the end of business day on the fifth business day after the date the Notice of Intent to Award was announced.
At the time of the filing, the protest shall be:
a. Submitted on the proposer’s formal letterhead and include the proposer’s company name, address, phone number and the name and title of the individual filing the protest;
b. List the reasons for the protest including the specific section of the documents or technical specifications being disputed and shall site any statutes or case law supporting or serving as the basis for the protest and describe how they support the item(s) being disputed.
If the protest does not meet these requirements, the City will reject it without further review. If the protest is submitted on time and complies with all the above requirements, the Director of Finance or his /her designee, shall review the protest and all relevant information submitted by the protestor. The City will provide a written response to the protestor. The City has the right to respond to any protest until the date on which the contract is awarded by the Bell City Council.
The procedure and time limits set forth in this paragraph is mandatory and is the sole and exclusive remedy in the event of an RFP protest. Failure to comply with these procedures shall constitute a failure to exhaust administrative remedies and a waiver of any right to further pursue the proposal protest, including filing a Government Code Claim or legal proceedings.
If the City determines that the protest is frivolous, the party originating the protest may be determined irresponsible and that party may be determined to be ineligible for future contract awards.
12. Local Business Preference:
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The City of Bell has adopted a Local Business Preference Ordinance (Ord. 1192 § 1, 2013) in order to promote City businesses. The terms of the ordinance provide the City with the option of reducing bids from qualified local vendors by five percent (5%) or $15,000 dollars, whichever amount is lower in determining the lowest responsible bid. Contract or Purchase Order will be awarded at the preference bid amount. If your company is located within the City, you may qualify for this preference under the guidelines of the Local Business Preference Ordinance. To comply under the terms of the local Business Preference Ordinance, companies must meet the following criteria: (1) The business has a current City of Bell business tax certificate; and (2) the local sales tax generated by the business is allocated to the City of Bell.
13. California Wage Rate Requirements:
Pursuant to Division 2, Part 7, Chapter 1 of the Labor Code of the State of California (including sections 1771 and 1773.2), Department of Industrial Relations of the State of California lists the general prevailing rate of per diem wages, and the general prevailing rate of holiday and overtime work in the locality in which the public work is to be performed for each craft, classification or type of workers needed to perform the Work . Copies of schedules of prevailing wage rates may be obtained on the California Department of Industrial Relations website http://www.dir.ca.gov/dlsr.
14. Department of Industrial Relations (DIR) Compliance:
This public work is subject to compliance monitoring and enforcement by the Department of Industrial Relations (DIR). In bidding on this work, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all labor compliance requirements under this contract and applicable law in its bid.
15. Registration with the Department of Industrial Relations:
Pursuant to Labor Code sections 1725.5, 1771.1, and SB 854, Public Works Contractor Registration Program, all contractors and subcontractors who bid or work on Public Works projects must be registered with, and pay an annual fee to, the State Department of Industrial Relations (DIR), subject to the limited exceptions set forth in Labor Code Section 1771.1(a) (regarding the submission of a bid as authorized by Business & Professions Code Section 7029.1 or Public Contract Code Section 10164 or 20103.5), provided that contractors and subcontractors subject to such exceptions shall be registered with the DIR at the time the contract is awarded. No bid will be accepted, except as provided above, nor any contract entered, without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. If awarded a contract, the Bidder and its subcontractor, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project.
*** End of Section I ***
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SECTION II: MINIMUM QUALIFICATIONS AND PROPOSAL REQUIREMENTS
To qualify for selection, proposer must meet the following minimum requirements:
1. Must be able to execute the City’s Agreement for Services.
2. Must possess a valid California State Contractor’s License to perform the work specified in Scope of Services of Section I throughout the duration of performing similar services required by the Contract Services Agreement.
3. Must have sufficient experienced personnel and equipment to perform all work required by the Agreement for Streetlight Maintenance and Repair Services.
4. Must have a proven track record of having provid ing streetlight maintenance and repair services for a minimum of three (3) or more cities in other government entities over the past five (5) years.
Each Proposal submitted in response to this Request for Proposal (RFP) shall be submitted as follows:
A) COVER SHEET:
Submit the completed RFP cover sheet.
B) LETTER OF TRANSMITTAL:
A one-page Letter of Transmittal shall be addressed to Kenneth Jones, Public Works Manager, and shall, at a minimum, contain the following information:
1. Identification of Proposer who will have contractual responsibility with the City of Bell.
Identification shall include legal name of company, address from which the services will be managed, telephone number and e-mail address of the contact person identified during the period of proposal evaluation.
2. A summary of the Proposer’s Qualifications, including a brief description of its proposed representative(s) and key staff. It shall make a commitment to accept the terms and conditions in the RFP and Contract Services Agreement, including acknowledgment of receipt of all amendments or addenda to the RFP.
3. A statement accepting the RFP and City’s Contract Services Agreement without any exceptions. Any proposal submitted with exceptions will be automatically disqualified.
4. A statement that the proposal shall remain valid for a period of not less than 120 days from the date of submittal.
5. Signed statement attesting that all information submitted with the proposal are true and correct.
C) TECHNICAL PROPOSAL
1. Qualifications of the Company
This section of the proposal should establish that the Proposer can satisfactorily perform the required work; the requisite previous experience on similar assignments; and the stability and professional standing of the firm.
This section should include, at a minimum:
a. Company Profile
Provide a summary of Proposer’s qualifications and experience to show competence in providing required Service s. Include the company’s licenses, work history, organizational structure, equipment, yard/office facilities, and number of employees.
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b. Litigation and Contract History
i. Provide a brief description of any:
• Conviction or indictment of the firm or any officer of the firm within the last three years involving alleged fraud, bribery, collusion, conspiracy, or violation of state or federal antitrust law.
• Adjudication or determination by any federal, state, or local agency that the firm or any officer of the firm has violated any provision of law relating to equal opportunity or fair employment.
• Termination of a contract for convenience or for cause. • Proposer shall certify that Proposer has not been disciplined in the last five (5) years as a Contractor by any government body.
c. Project References
i. Provide a list of City and County clients for whom you have provided streetlight maintenance and repair services, show the length of time service has been provided along with contact information including name, phone and email address. (Minimum of four)
2. Qualifications of Personnel
This section should identify the qualifications of the individuals, subcontractors, and/or suppliers that will be providing services to the City.
a. Provide an organization chart clearly showing all employees who will perform the Service.
b. Identify any subcontractors who will be used. Include licenses and credential information.
3. Means and Methods of Approach
a. This section should clearly describe the methodology to be used to carry out the specific work tasks described in the Work Plan, including descriptions of the type(s) of equipment to be utilized in the City. Describe the Firm’s understanding of the City and the work to be completed.
b. Describe the sequential work tasks you plan to carry out in completing this contract.
Indicate all key deliverables and their contents.
4. Fee Proposal (Use Form provided As Exhibit “C” – Schedule of Compensation in the Services Agreement, Section IV)
The Fee Proposal form is provided in Exhibit “C’ of the Services Agreement , Section IV. Proposer shall define the fee schedule/pricing information for the services. DO NOT INCLUDE YOUR FEE PROPOSAL WITH YOUR TECHNICAL PROPOSAL.
This original fee proposal must be submitted and received on OpenGov by the RFP due date and specified time.
Pricing shall remain fixed for the entire term of the Agreement.
5. Additional Documents to Submit with Technical Proposal in OpenGov:
Complete and submit the cover page and documents at the end of Section II with Proposal through OpenGov
a) ADDENDA ACKNOWLEDGEMENT/SIGNATURE
b) CONFLICT OF INTEREST STATEMENT
c) ACKNOWLEDGEMENT OF INSURANCE REQUIREMENTS
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6. Appendices (limit: 5 pages)
Information considered by Proposer to be pertinent to this RFP and which has not been specifically solicited in any of the aforementioned sections may be placed in a separate appendix section.
Proposers are cautioned, however, that this does not constitute an invitation to submit large amounts of extraneous materials. Appendices shall be relevant and brief.
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ADDENDA ACKNOWLEDGEMENT/SIGNATURE
This Proposal Response is submitted with respect to the changes to the Request for Proposal included in the following addenda numbers:
_____ _____ _____ _____ _____ _____ _____
1 2 3 4 5 6 7
(Initial above all appropriate numbers)
By signing below, Proposer certifies that the information submitted in response to this Request for Proposal is true and correct. I also understand that failure to submit a completed Proposal response package (fully completed and executed) will result in rejection of Proposal.
Respectfully submitted,
Proposer Signature Date
Print Name / Title
Legal Name of Company Business Address (Actual Address – P. O. Box)
Telephone Number Email Address
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CONFLICT OF INTEREST STATEMENT
Provide in this section a statement disclosing any past, ongoing or potential conflicts of interest that your firm, proposed staff, or any subcontractors may have as a result of performing this work.
If there is no conflict of interest then provide such statement in this section.
If there is a real or perceived conflict of interest that exists with the submission of a proposal, or would exist if the Proposer entered into an Agreement with the City of Bell in this proposal, full details should be provided in this section. Detail a plan to manage the conflict of interest.
Proposer Signature Date
Print Name / Title
Proposing Company Name
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ACKNOWLEDGEMENT OF INSURANCE REQUIREMENTS
I, ,the ________________________________ _
(Title)
of _____________________ , certify that the Insurance Requirements set forth in (Proposer’s Company Name)
the Proposed Agreement for RFP# ____________ – ________________________ has been read and understood. I certify that
’s
(Proposer’s Company Name)
insurance company(ies) ________________________________ __________ is/are able to provide the (Name(s) of insurance company(ies)
coverages specified.
Authorized Signature Date
*** End of Section II ***
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III. SELECTION PROCESS
All timely submitted proposals will be reviewed to ensure they meet the minimum qualifications and requirements. Proposals that fail to comply with RFP specifications, lack required content or quality, or include unacceptable exceptions to the Contract Services Agreement may, at the City’s discretion, be disqualified from further consideration.
An evaluation committee composed of City of Bell staff will review and assess all qualifying proposals. The City will serve as the sole and final judge of compliance, quality, and overall merit.
Selection will not be based on any single factor, including price. Instead, the City reserves the right to award the contract in any manner deemed to be in its best interest, including negotiating with one or more respondents for the same services.
Proposals will be evaluated based on responsiveness to the City’s requirements and the overall value offered, considering both cost and the quality of services proposed. Additional evaluation factors include the proposer’s qualifications, financial stability, and relevant experience. Failure to meet any RFP requirement may result in rejection.
The City will consider the following in selecting a contractor.
Appropriate Licenses or certifications
A) EVALUATION CRITERIA and WEIGHTS
Proposals must be in compliance with the requirements of this RFP. Selection will be based on the quality and value of the proposal, including comprehensiveness and responsiveness to the requirements outlined in this RFP. The proposals will be evaluated and scored based on the following criteria. The highest possible score is 100 points for the written proposal.
1. Qualifications (30 points)
a. Proposed plan to achieve the Scope of Services described herein and produce the required outcome in a timely manner.
b. Overall quality of the proposal, including a demonstrated understanding of the purpose, scope and objective of the services to be performed. It is the intention of the City of Bell to award a contract to the Proposer who furnishes satisfactory evidence that the Proposer has the requisite experience and ability to enable the Proposer to execute the work successfully and properly, and to complete services in a timely manner. To determine the degree of responsibility to be credited to the Proposer, City will weigh the evidence that the Proposer has performed satisfactorily other contracts of like nature, magnitude and comparable difficulty and comparable rates of progress.
2. Past Performance (20 points)
a. Professional experience in performing tasks similar in scope and complexity. b. Past, recently completed, or on -going streetlight maintenance and repair services that will substantiate experience. The Contractor has substantial and established previous streetlight maintenance and repair experience that shows the Contractor can provide professional, first-class workmanship.
c. References from customers and/or clients whom you have delivered similar services.
3. Understanding and approach to perform required Service (30 points)
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The proposer’s responsiveness to the RFP including completeness and thoroughness of proposal; all required information must be provided in the format specified. This category will also evaluate:
a. Clear demonstration of the Proposer’s ability to provide services required. b. Approach and proposed methodology to services required. c. Demonstrated knowledge of the work required.
d. Innovative approaches and internal measures to ensure timely and quality completion of work.
e. Ability to demonstrate its qualifications in a clear and compelling manner and ability to follow all directions included in this RFP.
f. Review and negotiation of acceptance or exceptions to the City’s Contract Services Agreement.
g. Acceptance of Conditions - This proposer shall provide a statement offering the Contractor’s acceptance of all conditions listed in the Request for Proposal document. Any exceptions or suggested changes to the RFP or any contractual obligations, including the suggested change, the reasons therefore and the impact it may have on cost or other considerations on the Contractor’s behalf must be stated in the proposal. Unless specifically noted by the Contractor, the City will assume that the proposal is in compliance with all aspects of the RFP.
4. Competitive pricing as compared to other qualified Proposer’s RFP responses (20 points)
B) EVALUATION PROCEDURE
Each proposal will be reviewed and evaluated by each member of a selection panel established by the City. Each reviewer will use the evaluation criteria set forth in this RFP and score each proposal accordingly. Each reviewer will complete his/her review of proposals independently. The selection panel’s evaluations will be combined to determine a numerical ranking of each responsive proposal. Proposals obtaining less than 75% of the total available points will be eliminated from further consideration.
The City may determine that it is necessary to conduct interviews prior to final selection. In the event that interviews are necessary, the teams that submit the highest ranked proposal will be invited to the City to make presentations to the members of the selection panel and answer questions. Each member of the selection panel will evaluate the interviews and the final scores will be established based on criteria and instructions provided prior to the interview taking place.
C) SELECTION
It is the City’s intent to select one Contractor to provide services at City of Bell.
The City reserves the right to make final decisions regarding the selected firms and the number of selected firms based on the quantity and quality of the proposal received. This right extends to modifying the selection process to eliminate interviews if an insufficient number of qualified firms/teams submits an RFP.
D) AWARD
Award is based on the most responsive and most responsible Proposal. City shall send a Notice of Intent to Award to all Proposers via OpenGov, to announce the City’s intent to award the contract to the top-ranked selected Proposer.
The City of Bell may negotiate contract terms with the selected Proposer prior to award, and
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expressly reserves the right to negotiate with several Proposers simultaneously. However, since the selection and award may be made without discussion with any Proposer, the proposal submitted should contain Proposer's most favorable terms and conditions.
E) IMPLEMENTATION
1. Meetings
a. A kick-off meeting will be held after award of contract. Contractor and its team will meet with City of Bell staff to conduct introductions, discuss scope of services, and implementation process.
2. Notice to Proceed
a. Following the kick-off meeting, a formal Notice to Proceed (NTP) may be issued after the agreement is fully executed, and all insurance documents and required documents, permits, licenses, have been received and approved by the City.
*** End of Section III ***
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SECTION IV: REQUIRED POST RFP DOCUMENTS
Within 10 working days from the date of the Notice of Award, Contractor is required to complete and submit to the City the documents listed below:
1. Contract Services Agreement
2. Certificates of Insurance (with proper endorsements)
3. City of Bell Contractors Business License
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CONTRACT SERVICES AGREEMENT
By and Between
CITY OF BELL
and
_____________________________________
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AGREEMENT FOR CONTRACT SERVICES
BETWEEN THE CITY OF BELL AND
____________________
THIS AGREEMENT FOR CONTRACT SERVICES (herein “Agreement”) is made and entered into this ____ day of ________, 2025 by and between the City of Bell, a California charter city (“City”) and ___________________________, _________________ (“Consultant”).
City and Consultant may be referred to, individually or collectively, as “Party” or “Parties.”
RECITALS
A. City has sought, by issuance of a Request for Proposals or Invitation for Bids, the performance of the services defined and described particularly in Article 1 of this Agreement.
B. Consultant, following submission of a proposal or bid for the performance of the services defined and described particularly in Article 1 of this Agreement, was selected by the City to perform those services.
C. Pursuant to the City of Bell Municipal Code, City has authority to enter into and execute this Agreement.
D. The Parties desire to formalize the selection of Consultant for performance of those services defined and described particularly in Article 1 of this Agreement and desire that the terms of that performance be as particularly defined and described herein.
OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the parties agree as follows:
ARTICLE 1. SERVICES OF CONSULTANT
1.1 Scope of Services.
In compliance with all terms and conditions of this Agreement, the Consultant shall provide those services specified in the “Scope of Services” attached hereto as Exhibit “A” and incorporated herein by this reference, which may be referred to herein as the “services” or “work” hereunder. As a material inducement to the City entering into this Agreement, Consultant represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the services required under this Agreement in a thorough, competent, and professional manner, and is experienced in performing the work and services contemplated herein. Consultant shall at all times faithfully, competently and to the best of its ability, experience and talent, perform a ll services described herein. Consultant covenants that it shall follow the highest professional standards in performing the work and services required hereunder and that all materials will be both of good quality as well as fit for the purpose intended. F or purposes of this
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Agreement, the phrase “highest professional standards” shall mean those standards of practice recognized by one or more first-class firms performing similar work under similar circumstances.
1.2 Consultant’s Proposal.
The Scope of Services shall include the Consultant’s scope of work or bid which shall be incorporated herein by this reference as though fully set forth herein. In the event of any inconsistency between the terms of such proposal and this Agreement, the terms of this Agreement shall govern.
1.3 Compliance with Law.
Consultant shall keep itself informed concerning, and shall render all services hereunder in accordance with, all ordinances, resolutions, statutes, rules, and regulations of the City and any Federal, State or local governmental entity having jurisdiction in effect at the time service is rendered.
1.4 Licenses, Permits, Fees and Assessments.
Consultant shall obtain at its sole cost and expense such licenses, permits and approvals as may be required by law for the performance of the services required by this Agreement. Consultant shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Consultant’s performance of the services required by this Agreement, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed or imposed against City hereunder.
1.5 Familiarity with Work.
By executing this Agreement, Consultant warrants that Consultant (i) has thoroughly investigated and considered the scope of services to be performed, (ii) has carefully considered how the services should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the services under this Agreement. If the services involve work upon any site, Consultant warrants that Consultant has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of services hereunder. Should the Consultant discover any latent or unknown conditions, which will materially affect the performance of the services hereunder, Consultant shall immediately inform the City of such fact and shall not proceed except at Consultant’s risk until written instructions are received from the Contract Officer.
1.6 Care of Work.
The Consultant shall adopt reasonable methods during the life of the Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and/or other components thereof to prevent losses or damages, and s hall be responsible for all such damages, to persons or property, until
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acceptance of the work by City, except such losses or damages as may be caused by City’s own negligence.
1.7 Further Responsibilities of Parties.
Both parties agree to use reasonable care and diligence to perform their respective obligations under this Agreement. Both parties agree to act in good faith to execute all instruments, prepare all documents and take all actions as may be reasonably necess ary to carry out the purposes of this Agreement. Unless hereafter specified, neither party shall be responsible for the service of the other.
1.8 Additional Services.
City shall have the right at any time during the performance of the services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Services or make changes by altering, adding to or deducting from said work.
No such extra work may be undertaken unless a written order is first given by the Contract Officer to the Consultant, incorporating therein any adjustment in (i) the Contract Sum for the actual costs of the extra work, and/or (ii) the time to perform this Agreem ent, which said adjustments are subject to the written approval of the Consultant. Any increase in compensation of up to ten percent (10%) of the Contract Sum or $25,000, whichever is less; or, in the time to perform of up to one hundred eighty (180) days, may be approved by the Contract Officer. Any greater increases, taken either separately or cumulatively, must be approved by the City Council. It is expressly understood by Consultant that the provisions of this Section shall not apply to services specifi cally set forth in the Scope of Services. Consultant hereby acknowledges that it accepts the risk that the services to be provided pursuant to the Scope of Services may be more costly or time consuming than Consultant anticipates and that Consultant shall not be entitled to additional compensation therefor. City may in its sole and absolute discretion have similar work done by other Consultants. No claims for an increase in the Contract Sum or time for performance shall be valid unless the procedures established in this Section are followed.
1.9 Special Requirements.
Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth in the “Special Requirements” attached hereto as Exhibit “B” and incorporated herein by this reference. In the event of a conflict between the provisions of Exhibit “B” and any other provisions of this Agreement, the provisions of Exhibit “B” shall govern.
ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT.
2.1 Contract Sum.
Subject to any limitations set forth in this Agreement, City agrees to pay Consultant the amounts specified in the “Schedule of Compensation” attached hereto as Exhibit “C” and incorporated herein by this reference. The total compensation, including reimbursement for actual expenses, shall not exceed __________________________________
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Dollars ($______) (the “Contract Sum”), unless additional compensation is approved pursuant to Section 1.8.
2.2 Method of Compensation.
The method of compensation may include: (i) a lump sum payment upon completion; (ii) payment in accordance with specified tasks or the percentage of completion of the services, less contract retention; (iii) payment for time and materials based upon the Co nsultant’s rates as specified in the Schedule of Compensation, provided that (a) time estimates are provided for the performance of sub tasks, (b) contract retention is maintained, and (c) the Contract Sum is not exceeded; or (iv) such other methods as may be specified in the Schedule of Compensation.
2.3 Reimbursable Expenses.
Compensation may include reimbursement for actual and necessary expenditures for reproduction costs, telephone expenses, and travel expenses approved by the Contract Officer in advance, or actual subcontractor expenses of an approved subcontractor pursuant to Section 4.5, and only if specified in the Schedule of Compensation. The Contract Sum shall include the attendance of Consultant at all project meetings reasonably deemed necessary by the City. Coordination of the performance of the work with City is a critical component of the services. If Consultant is required to attend additional meetings to facilitate such coordination, Consultant shall not be entitled to any additional compensation for attending said meetings.
2.4 Invoices.
Each month Consultant shall furnish to City an original invoice for all work performed and expenses incurred during the preceding month in a form approved by City’s Director of Finance. By submitting an invoice for payment under this Agreement, Consultant is certifying compliance with all provisions of the Agreement. The invoice shall contain all information specified in Exhibit “C”, and shall detail charges for all necessary and actual expenses by the following categories: labor (by sub -category), travel, materials, equipment, supplies, and sub -contractor contracts. Sub -contractor charges shall also be detailed by such categories. Consultant shall not invoice City for any duplicate services performed by more than one person.
City shall independently review each invoice submitted by the Consultant to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. Except as to any charges for work performed or expenses incurred by Consultant which are disputed by City, or as provided in Section
7.3, City will use its best efforts to cause Consultant to be paid within forty -five (45) days of receipt of Consultant’s correct and undisputed invoice; however, Consultant acknowledges and agrees that due to City warrant run procedures, the City cannot guarantee that payment will occur within this time period. In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Consultant for correction and resubmission. Review and payment by City for any invoice provided
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by the Consultant shall not constitute a waiver of any rights or remedies provided herein or any applicable law.
2.5 Waiver.
Payment to Consultant for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Consultant.
ARTICLE 3. PERFORMANCE SCHEDULE
3.1 Time of Essence.
Time is of the essence in the performance of this Agreement.
3.2 Schedule of Performance.
Consultant shall commence the services pursuant to this Agreement upon receipt of a written notice to proceed and shall perform all services within the time period(s) established in the “Schedule of Performance” attached hereto as Exhibit “D” and incorporated herein by this reference. When requested by the Consultant, extensions to the time period(s) specified in the Schedule of Performance may be approved in writing by the Contract Officer but not exceeding one hundred eighty (180) days cumulatively.
3.3 Force Majeure.
The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Consultant, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Consultant shall within ten (10) days of the commencement of such delay notify the Contract Officer in writing of the causes of the delay. The Contract Officer shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of the Contract Officer such delay is justified. The Contract Officer’s determination shall be final and conclusive upon the parties to this Agreement . In no event shall Consultant be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Consultant’s sole remedy being extension of the Agreement pursuant to this Section.
3.4 Term.
Unless earlier terminated in accordance with Article 7 of this Agreement, this Agreement shall continue in full force and effect until completion of the services but not exceeding three (3) years from the date hereof, except as otherwise provided in the Schedule of Performance (Exhibit “D”).
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ARTICLE 4. COORDINATION OF WORK
4.1 Representatives and Personnel of Consultant.
The following principals of Consultant (“Principals”) are hereby designated as being the principals and representatives of Consultant authorized to act in its behalf with respect to the work specified herein and make all decisions in connection therewith:
(Name) (Title)
(Name) (Title)
It is expressly understood that the experience, knowledge, capability and reputation of the foregoing principals were a substantial inducement for City to enter into this Agreement. Therefore, the foregoing principals shall be responsible during the term of this Agreement for directing all activities of Consultant and devoting sufficient time to personally supervise the services hereunder. All personnel of Consultant, and a ny authorized agents, shall at all times be under the exclusive direction and control of the Principals. For purposes of this Agreement, the foregoing Principals may not be replaced nor may their responsibilities be substantially reduced by Consultant with out the express written approval of City. Additionally, Consultant shall utilize only competent personnel to perform services pursuant to this Agreement. Consultant shall make every reasonable effort to maintain the stability and continuity of Consultant’s staff and subcontractors, if any, assigned to perform the services required under this Agreement. Consultant shall notify City of any changes in Consultant’s staff and subcontractors, if any, assigned to perform the services required under this Agreement, prior to and during any such performance.
4.2 Status of Consultant.
Consultant shall have no authority to bind City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by City. Consultant shall not at any time or in any manner represent that Consultant or any of Consultant’s officers, employees, or agents are in any manner officials, officers, employees or agents of City. Neither Consultant, nor any of Consultant’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees.
Consultant expressly waives any claim Consultant may have to any such rights.
4.3 Contract Officer.
The Contract Officer shall be [_____________________________ or] such person as may be designated by the City Manager. It shall be the Consultant’s responsibility to
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assure that the Contract Officer is kept informed of the progress of the performance of the services and the Consultant shall refer any decisions which must be made by City to the Contract Officer. Unless otherwise specified herein, any approval of City re quired hereunder shall mean the approval of the Contract Officer. The Contract Officer shall have authority, if specified in writing by the City Manager, to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement.
4.4 Independent Consultant.
Neither the City nor any of its employees shall have any control over the manner, mode or means by which Consultant, its agents or employees, perform the services required herein, except as otherwise set forth herein. City shall have no voice in the selection, discharge, supervision or control of Consultant’s employees, servants, representatives or agents, or in fixing their number, compensation or hours of service.
Consultant shall perform all services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role. Consultant shall not at any time or in any manner represent that it or any of its agents or employees are agents or employe es of City. City shall not in any way or for any purpose become or be deemed to be a partner of Consultant in its business or otherwise or a joint venturer or a member of any joint enterprise with Consultant.
4.5 Prohibition Against Subcontracting or Assignment.
The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement.
Therefore, Consultant shall not contract with any other entity to perform in whole or in part the services required hereunder without the express written approval of the City. In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of Consultant, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release the Consultant or any surety of Consultant of any liability hereunder without the express consent of City.
ARTICLE 5. INSURANCE AND INDEMNIFICATION
5.1 Insurance Coverages.
Without limiting Consultant’s indemnification of City, and prior to commencement of any services under this Agreement, Consultant shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to City.
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(a) General liability insurance . Consultant shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $5,000,000 per occurrence, $10,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted. (b) Automobile liability insurance. Consultant shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Consultant arising out of or in connection with Services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $5,000,000 combined single limit for each accident.
(c) Professional liability (errors & omissions) insurance . Consultant shall maintain professional liability insurance that covers the Services to be performed in connection with this Agreement, in the minimum amount of $2,000,000 per claim and in the aggregate. Any policy inception date, continuity date, or retr oactive date must be before the effective date of this Agreement and Consultant agrees to maintain continuous coverage through a period no less than five (5) years after completion of the services required by this Agreement.
(d) Workers’ compensation insurance . Consultant shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000).
(e) Subcontractors. Consultant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall include all of the requirements stated herein.
(f) Additional Insurance. Policies of such other insurance, as may be required in the Special Requirements in Exhibit “B”.
5.2 General Insurance Requirements.
(a) Proof of insurance. Consultant shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Agreement. City reserves the right to require complete, certified copies of all required insurance policies, at any time. (b) Duration of coverage. Consultant shall procure and maintain for the duration of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Services hereunder by Consultant, its agents, representatives, employees or subconsultants.
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(c) Primary/noncontributing. Coverage provided by Consultant shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbr ella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured. (d) City’s rights of enforcement . In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Consultant or City will withhold amounts sufficient to pay premium from Consultant payments. In the alternative, City may cancel this Agreement.
(e) Acceptable insurers . All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or that is on the List of Approved Surplus Line Insurers in the State of California, with an assigned poli cyholders’ Rating of A - (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s Risk Manager. (f) Waiver of subrogation . All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Consultant or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Consultant hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subconsultants. (g) Enforcement of contract provisions (non -estoppel). Consultant acknowledges and agrees that any actual or alleged failure on the part of the City to inform Consultant of non -compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder. (h) Requirements not limiting . Requirements of specific coverage features or limits contained in this section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Consultant maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
(i) Notice of cancellation . Consultant agrees to oblige its insurance agent or broker and insurers to provide to City with a thirty (30) day notice of cancellation
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(except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.
(j) Additional insured status. General liability policies shall provide or be endorsed to provide that City and its officers, officials, employees, and agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.
(k) Prohibition of undisclosed coverage limitations . None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing.
(l) Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that Consultant’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions. (m) Pass through clause . Consultant agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by Consultant, provide the same minimum insurance coverage and endorsements required of Cons ultant. Consultant agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Consultant agrees that upon request, al l agreements with consultants, subcontractors, and others engaged in the project will be submitted to City for review. (n) Agency’s right to revise specifications. The City reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Consultant ninety (90) days advance written notice of such change. If such change results in substantial additiona l cost to the Consultant, the City and Consultant may renegotiate Consultant’s compensation. (o) Self-insured retentions. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City. (p) Timely notice of claims. Consultant shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Consultant’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.
(q) Additional insurance. Consultant shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work.
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5.3 Indemnification.
To the full extent permitted by law, Consultant agrees to indemnify, defend and hold harmless the City, its officers, employees and agents (“Indemnified Parties”) against, and will hold and save them and each of them harmless from, any and all actions, either judicial, administrative, arbitration or regulatory claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions or liabilities whether actual or threatened (herein “claims or liabilities”) that may be asserted or claimed by any person, firm or entity arising out of or in connection with the negligent performance of the work, operations or activities provided herein of Consultant, its officers, employees, agents, subcontractors, or invitees, or any individual or entity for which Consultant is legally liable (“indemnitors”), or arising from Consultant’s or indemnitors’ reckless or willful misconduct, or arising from Consultant’s or indemnitors’ negligent performance of or failure to perform any term, provision, covenant or condition of this Agreement, and in connection therewith:
(a) Consultant will defend any action or actions filed in connection with any of said claims or liabilities and will pay all costs and expenses, including legal costs and attorneys’ fees incurred in connection therewith; (b) Consultant will promptly pay any judgment rendered against the City, its officers, agents or employees for any such claims or liabilities arising out of or in connection with the negligent performance of or failure to perform such work, operations or activities of Consultant hereunder; and Consultant agrees to save and hold the City, its officers, agents, and employees harmless therefrom;
(c) In the event the City, its officers, agents or employees is made a party to any action or proceeding filed or prosecuted against Consultant for such damages or other claims arising out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Consultant hereunder, Consultant agrees to pay to the City, its officers, agents or employees, any and all costs and expenses incurred by the City, its officers, agents or employees in such action or proceeding, including but not limited to, legal costs and attorneys’ fees.
Consultant shall incorporate similar indemnity agreements with its subcontractors and if it fails to do so Consultant shall be fully responsible to indemnify City hereunder therefore, and failure of City to monitor compliance with these provisions shall not be a waiver hereof. This indemnification includes claims or liabilities arising from any negligent or wrongful act, error or omission, or reckless or willful misconduct of Consultant in the performance of professional services hereunder. The provision s of this Section do not apply to claims or liabilities occurring as a result of City’s sole negligence or willful acts or omissions, but, to the fullest extent permitted by law, shall apply to claims and liabilities resulting in part from City’s negligenc e, except that design professionals’ indemnity hereunder shall be limited to claims and liabilities arising out of the negligence, recklessness or willful misconduct of the design professional. The indemnity obligation shall be binding on successors and as signs of Consultant and shall survive termination of this Agreement.
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ARTICLE 6. RECORDS, REPORTS, AND RELEASE OF INFORMATION
6.1 Records.
Consultant shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports, studies or other documents relating to the disbursements charged to City and services performed hereunder (the “books and records”), as shall be necessary to perform the services required by this Agreement and enable the Contract Officer to evaluate the performance of such services. Any and all such documents shall be maintained in accordance with generally accepted accou nting principles and shall be complete and detailed. The Contract Officer shall have full and free access to such books and records at all times during normal business hours of City, including the right to inspect, copy, audit and make records and transcripts from such records. Such records shall be maintained for a period of three (3) years following completion of the services hereunder, and the City shall have access to such records in the event any audit is required. In the event of dissolution of Consultant’s business, custody of the books and records may be given to City, and access shall be provided by Consultant’s successor in interest. Notwithstanding the above, the Consultant shall fully cooperate with the City in providing access to the books and records if a public records request is made and disclosure is required by law including but not limited to the California Public Records Act.
6.2 Reports.
Consultant shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the services required by this Agreement as the Contract Officer shall require. Consultant hereby acknowledges that the City is greatly concerned about the cost of work and services to be performed pursuant to this Agreement. For this reason, Consultant agrees that if Consultant becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the work or services contemplated herein or, if Consultant is providing design services, the cost of the project being designed, Consultant shall promptly notify the Contract Officer of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto and, if Consultant is providing design services, the estimated increased or decreased cost estimate for the project being designed.
6.3 Ownership of Documents.
All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the “documents and materials”) prepared by Consultant, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Officer or upon the termination of this Agreement, and Consultant shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the documents and materials hereunder. Any use, reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific
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written authorization by the Consultant will be at the City’s sole risk and without liability to Consultant, and Consultant’s guarantee and warranties shall not extend to such use, reuse or assignment. Consultant may retain copies of such documents for its own use.
Consultant shall have the right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any documents or materials prepared by them, and in the event Consultant fails to secure such assignment, Consultant shall indemnify City for all damages resulting therefrom. Moreover, Consultant with respect to any documents and materials that may qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials are hereby deemed “works made f or hire” for the City.
6.4 Confidentiality and Release of Information.
(a) All information gained or work product produced by Consultant in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Consultant. Consultant shall not release or disclose any s uch information or work product to persons or entities other than City without prior written authorization from the Contract Officer. (b) Consultant, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the Contract Officer or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered “voluntary” provided Consultant gives City notice of such court order or subpoena.
(c) If Consultant, or any officer, employee, agent or subcontractor of Consultant, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Consultant for any damages, costs and fees, including attorney’s fees, caused by or incurred as a result of Consultant’s conduct.
(d) Consultant shall promptly notify City should Consultant, its officers, employees, agents or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed there under. City retains the right, but has no obligation, to represent Consultant or be present at any deposition, hearing or similar proceeding. Consultant agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Consultant.
However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response.
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ARTICLE 7. ENFORCEMENT OF AGREEMENT AND TERMINATION
7.1 California Law.
This Agreement shall be interpreted, construed and governed both as to validity and to performance of the parties in accordance with the laws of the State of California.
Legal actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of California, or any other appropriate court in such county, and Consultant covenants and agrees to submit to the personal jurisdiction of such court in the even t of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in the County of Los Angeles, State of California.
7.2 Disputes; Default.
In the event that Consultant is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Consultant for any work performed after the date of default. Instead, the City may give notice to Consultant of the default and the reasons for the default. The notice shall include the timeframe in which Consultant may cure the default. This timeframe is presumptively thirty (30) days, but may be extended, though not reduced, if circumstances warrant. During the period of time that Consultant is in default, the City shall hold all invoices and shall, when the default is cured, proceed with payment on the invoices. In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Consultant does not cure the default, the City may take necessary steps to terminate this Agreement under this Article. Any failure on the part of the City to give notice of the Consultant’s default shall not be deemed to result in a waiver of the City’s legal rights or any rights arising out of any provision of this Agreement.
7.3 Retention of Funds.
Consultant hereby authorizes City to deduct from any amount payable to Consultant (whether or not arising out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate City for any losses, costs, liabilities, or damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by reason of Consultant’s acts or omissions in performing or failing to perform Consultant’s obligation under this Agreement. In the event that any claim is made by a third party, the amount or validity of which is disputed by Consultant, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, City may withhold from any payment due, without liability for interest b ecause of such withholding, an amount sufficient to cover such claim. The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of the Consultant to insure, indemnify, and protect City as elsewhere provided herein.
7.4 Waiver.
Waiver by any party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant.
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Waiver by any party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement. Acceptance by City of any work or services by C onsultant shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non-defaulting party on any default shall impair such right or remedy or be construed as a waiver. Any waiver by either party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.
7.5 Rights and Remedies are Cumulative.
Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the parties are cumulative and the exercise by either party of one or more of such rights or remedies shall not preclude the exercis e by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other party.
7.6 Legal Action.
In addition to any other rights or remedies, either party may take legal action, in law or in equity, to cure, correct or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement. Notwithstanding any contrary provision herein, Consultant shall file a statutory claim pursuant to Government Code Sections 905 et seq. and 910 et seq., in order to pursue a legal action under this Agreement.
7.7 Termination Prior to Expiration of Term.
This Section shall govern any termination of this Contract except as specifically provided in the following Section for termination for cause. The City reserves the right to terminate this Contract at any time, with or without cause, upon thirty (30) days’ written notice to Consultant, except that where termination is due to the fault of the Consultant, the period of notice may be such shorter time as may be determined by the Contract Officer. In addition, the Consultant reserves the right to terminate this Contract at any time, with or without cause, upon sixty (60) days’ written notice to City, except that where termination is due to the fault of the City, the period of notice may be such shorter time as the Consultant may determine. Upon receipt of any notice of termination, Consultant shall immediately cease all services hereunder except such as may be specifically approved by the Contract Officer. Except where the Consultant has initiated termination, the Consultant shall be entitled to compensation for all services rendered prior to the effective date of the notice of termination and for any services authorized by the Contract Officer thereafter in accordance with the Schedule of Compensation or such as may be approved by the Contract Officer, except as provided in Section 7.3. In the event the Consultant has initiated termination, the Consultant shall be entitled to compensation only for the reasonable value of the work product actually produced hereunder. In the event of termination without cause pursua nt to this Section, the
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terminating party need not provide the non -terminating party with the opportunity to cure pursuant to Section 7.2.
7.8 Termination for Default of Consultant.
If termination is due to the failure of the Consultant to fulfill its obligations under this Agreement, City may, after compliance with the provisions of Section 7.2, take over the work and prosecute the same to completion by contract or otherwise, and the Consultant shall be liable to the extent that the total cost for completion of the services required hereunder exceeds the compensation herein stipulated (provided that the City shall use reasonable efforts to mitigate such damages), and City may withhold any payments to the Consultant for the purpose of set-off or partial payment of the amounts owed the City as previously stated.
7.9 Attorneys’ Fees.
If either party to this Agreement is required to initiate or defend or made a party to any action or proceeding in any way connected with this Agreement, the prevailing party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney’s fees. Attorney’s fees shall include attorney’s fees on any appeal, and in addition a party entitled to attorney’s fees shall be entitled to all other reasonable costs for investigati ng such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation. All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment.
ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION
8.1 Non-liability of City Officers and Employees.
No officer or employee of the City shall be personally liable to the Consultant, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Consultant or to its successor, or for breach of any obligation of the terms of this Agreement.
8.2 Conflict of Interest.
Consultant covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Consultant’s performan ce of services under this Agreement. Consultant further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of t he Contract Officer. Consultant agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement.
No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any
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decision relating to the Agreement which affects her/his financial interest or the financial interest of any corporation, partnership or association in which (s)he is, directly or indirectly, interested, in violation of any State statute or regulation. The Consultant warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement.
8.3 Covenant Against Discrimination.
Consultant covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry or other protected class in the performance of this Agreement. Consultant shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, gender , sexual orientation, marital status, national origin, ancestry or other protected class.
8.4 Unauthorized Aliens.
Consultant hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C. § 1101 et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Consultant so employ such unauthorized aliens for the performance of work and/or services covered by this Agreement, and should any liability or sanctions be imposed against City for such use of unauthorized aliens, Consultant hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys’ fees, incurred by City.
ARTICLE 9. MISCELLANEOUS PROVISIONS
9.1 Notices.
Any notice, demand, request, document, consent, approval, or communication either party desires or is required to give to the other party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Contract Officer (with her/his name and City title), City of Bell, 6330 Pine Avenue, Bell, California 90201 and in the case of the Consultant, to the person(s) at the address designated on the e xecution page of this Agreement. Either party may change its address by notifying the other party of the change of address in writing. Notice shall be deemed communicated at the time personally delivered or in seventy -two (72) hours from the time of mailin g if mailed as provided in this Section.
9.2 Interpretation.
The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.
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9.3 Counterparts.
This Agreement may be executed in counterparts, each of which shall be deemed to be an original, and such counterparts shall constitute one and the same instrument.
9.4 Integration; Amendment.
This Agreement including the attachments hereto is the entire, complete and exclusive expression of the understanding of the parties. It is understood that there are no oral agreements between the parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the parties, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Consultant and by the City Council.
The parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void.
9.5 Severability.
In the event that any one or more of the phrases, sentences, clauses, paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the parties hereunder unless the invalid provision is so material that its invalidity deprives either party of the basic benefit of their bargain or renders this Agreement meaningless.
9.6 Warranty & Representation of Non-Collusion.
No official, officer, or employee of City has any financial interest, direct or indirect, in this Agreement, nor shall any official, officer, or employee of City participate in any decision relating to this Agreement which may affect his/her financial inte rest or the financial interest of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in v iolation of any State or municipal statute or regulation. The determination of “financial interest” shall be consistent with State law and shall not include interests found to be “remote” or “noninterests” pursuant to Government Code Sections 1091 or 1091.5. Consultant warrants and represents that it has not paid or given, and will not pay or give, to any third party including, but not limited to, any City official, officer, or employee, any money, consideration, or other thing of value as a result or conse quence of obtaining or being awarded any agreement.
Consultant further warrants and represents that (s)he/it has not engaged in any act(s), omission(s), or other conduct or collusion that would result in the payment of any money, consideration, or other thing of value to any third party including, but not limited to, any City official, officer, or employee, as a result of consequence of obtaining or being awarded any agreement. Consultant is aware of and understands that any such act(s),
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omission(s) or other conduct resulting in such payment of money, consideration, or other thing of value will render this Agreement void and of no force or effect.
Consultant’s Authorized Initials _______
9.7 Corporate Authority.
The persons executing this Agreement on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said party, (iii) by so executing this Agreement, such party is formally bound to the provisions of this Agreement, and (iv) that entering into this Agreement does not violate any provision of any other Agreement to which said party is bound. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties.
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IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date and year first-above written.
CITY:
CITY OF BELL, a charter city
Ali Saleh, Mayor
ATTEST:
Angela Bustamante, City Clerk
APPROVED AS TO FORM:
ALESHIRE & WYNDER, LLP
David J. Aleshire, City Attorney
CONSULTANT:
___________________________________
By:
Name:
Title:
By:
Name:
Title:
Address:
Two corporate officer signatures required when Consultant is a corporation, with one signature required from each of the following groups: 1) Chairman of the Board, President or any Vice President; and 2) Secretary, any Assistant Secretary, Chief Financial Officer or any Assistant Treasurer. CONSULTANT’S SIGNATURES SHALL BE DULY NOTARIZED, AND APPROPRIATE
ATTESTATIONS SHALL BE INCLUDED AS MAY BE REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR OTHER RULES OR REGULATIONS APPLICABLE TO CONSULTANT’S BUSINESS ENTITY.
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CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
On __________, 2025 before me, ________________, personally appeared ________________, proved to me on the basis of satisfactory evidence to be the person(s) whose names(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: ______________________________
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
INDIVIDUAL
CORPORATE OFFICER
_______________________________
TITLE(S)
PARTNER(S) LIMITED
GENERAL
ATTORNEY-IN-FACT
TRUSTEE(S)
GUARDIAN/CONSERVATOR
OTHER_______________________________
______________________________________
SIGNER IS REPRESENTING:
(NAME OF PERSON(S) OR ENTITY(IES))
_____________________________________________
_____________________________________________
___________________________________
TITLE OR TYPE OF DOCUMENT
___________________________________
NUMBER OF PAGES
___________________________________
DATE OF DOCUMENT
___________________________________
SIGNER(S) OTHER THAN NAMED ABOVE
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.
CA-23
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
On __________, 2025 before me, ________________, personally appeared ________________, proved to me on the basis of satisfactory evidence to be the person(s) whose names(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: ______________________________
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
INDIVIDUAL
CORPORATE OFFICER
_______________________________
TITLE(S)
PARTNER(S) LIMITED
GENERAL
ATTORNEY-IN-FACT
TRUSTEE(S)
GUARDIAN/CONSERVATOR
OTHER_______________________________
______________________________________
SIGNER IS REPRESENTING:
(NAME OF PERSON(S) OR ENTITY(IES))
_____________________________________________
_____________________________________________
___________________________________
TITLE OR TYPE OF DOCUMENT
___________________________________
NUMBER OF PAGES
___________________________________
DATE OF DOCUMENT
___________________________________
SIGNER(S) OTHER THAN NAMED ABOVE
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.
A-1
EXHIBIT “A”
SCOPE Of SERVICES
I. Contractor will perform the following Services:
Scope of Services specified in the Request for Proposals for the Streetlight Maintenance and Repair Services Contractor proposal is dated _________________.
II. Contractor must perform all Services in compliance with the following requirements:
A. Each task shall be indicated by a written request produced by the City with a description of the work to be performed, and the time desired for completion. All tasks shall be carried out in conformity with all provisions of this Agreement.
B. Contractor must prepare a written description of requested tasks including all components and subtasks; the costs to perform the task (“Task Project”); explain how the cost was determined; and as schedule for completion of the task (“Task Completion Date”); which shall all collectively be referred to as the “Task Proposal.” C. City shall in writing approve, modify or reject the Task Proposal, and may issue a Notice to Proceed.
D. The task shall be performed at a cost not to exceed the Task Budget.
E. Contractor shall complete the task and deliver all deliverables to the City by Task Completion Date.
III. In addition to the requirements of Section 6.2, during performance of the Services, Contractor will keep the City appraised of the status of performance by providing a monthly report.
IV. All work product is subject to review and acceptance by the City, and must be revised by the Contractor without additional charge to the City until found satisfactory and accepted by City.
B-1
EXHIBIT “B”
SPECIAL REQUIREMENTS
(Superseding Contract Boilerplate)
I. Section 4.6 entitled “Local Preference” is hereby added to read in its entirety as follows:
4.6 Local Preference
The City is an economically disadvantaged community with high unemployment and the City in awarding of contracts en courages the contractors to undertake their best efforts to hire locally. To that end, Contractor c ovenants it shall make its best efforts to cause all solicitations for full or part -time, new or replacement, employment relating to the services performed under this Agreement. Best efforts include having a local hiring program approved by the City (“Local Hire Program”) which requires regular reporting requirements necessary for evaluating the compliance with the Local Hire Program. In addition, the Contractor shall: (i) advertise in local newspapers regarding job opportunities, (ii) establish a point of contact to provide information about available job opportunities to the community, (iii) conduct outreach efforts to attract local hires, subcontractors and tradesmen, and (iv) coordinate local hire workshops with the City to educate potential local subcontractors and tradesmen about employment opportunities.”
II. Section 5.4, entitled “Performance Bond” is hereby deleted in its entirety.
III. Section 7.7, entitled "Liquidated Damages” is hereby amended in its entirety to read as follows:
7.7 Complaints: Liquidated Damages
(a) Complaints received by the City or through observation by the Contract Officer, regarding the Contractor’s performance will be transmitted to the Contractor’s office in writing, by telephone or facsimile, and handled by the Contractor. All complaints are t o receive a follow-up response within twenty -four (24) hours following notification of the Contractor. A report of the Contractor’s investigation and the corrective action taken shall be made promptly by the Contractor to the Contractor Officer. Repeat com plaints may be handled
B-2
by a joint visit to the site by a City Inspector and the Contractor. Complaints received directly by the Contractor shall be submitted in writing to the City on the day such complaints are received. Contractor shall maintain a log of complaints received and corrective actions implemented which shall be submitted to the City within ten (10) days following the end of the month. Repeat complaints of poor service quality of similar nature shall be handled in the manner prescribed below. These penalties are prov ided to provide an alternative to Agreement termination for minor performance failures by Contractor. Nothing herein shall waive the right of the City to terminate the Agreement for repeated or material violations of the performance standards.
(b) An initial complaint shall be handled in accordance with the subsection (a) of this Section. (c) When the Contract Officer determines that additional violations of a similar nature have occurred within any 180 calendar day period, a written complaint shall be filed with the Contractor by the City. The written complaint shall include a description of the complaint of the Contractor’s performance and warning that the next complaint will result in the assessment of liquidated damages in the amount of $100 per incident, provided that after the fourth incident in any 180 day period the penalty shall go to $500 per incident. (d) When the Contract Officer determines that a third violation similar in nature as the previous violation has occurred within 180 days of the material violation, a written complaint shall be filed with the Contractor by the City. The written complaint shall include a description of the compliant of the Contractor’s performance, and of the penalty therefore. The Contractor Officer and/or designee shall meet with the Contractor within five (5) working days and develop a written corrective action plan to prevent further occurrence of the problem. The corrective action plan shall be prepared by the Contractor within ten (10) working days after the meeting between the Contract Officer and/or designee and Contractor. The corrective action plan is subject to the approval of the Contract Officer. (e) If repeated violations continue, the City may provide notice of termination in accordance with Article 7.
C-1
EXHIBIT “C”
SCHEDULE OF COMPENSATION
STREETLIGHT MAINTENANCE AND REPAIR SERVICES
The following prices in the schedule of compensation is to remain fixed for the term of this Agreement. The following prices listed below must include all labor (including labor related to warranty repairs and administrative support), equipment, fees of any kind, overhead, traffic control, fuel, materials, consumables, surcharges, disposal fees, and any other cost associated with and necessary for the Contractor to complete all streetlight maintenance and repair services requested within this RFP.
1. GIS Map and Database
Item Cost Unit Total Cost
Initial Setup $ Per Each $
Ongoing
Management
$ Per Month $
2. Routine Maintenance (includes traffic control per the WATCH and M.U.T.C.D.) Service Est. Quantity Cost Unit Total Cost (12
Months)
Streetlight
Maintenance
900 $ Per Each Light
Fixture
$
LED Bulb
Replacement
(only when
required)
938 $ Per Each Light
Fixture
$
Quarterly (4x)
Night
Inspections
900 $ Per Each Light
Fixture
$
Utility Locating
(streetlight
electrical only)
DigAlert
Marking
As Needed $ Per Request $
C-2
3. Additional Work (includes traffic control per the WATCH and M.U.T.C.D.) Service Cost Unit Total Cost
HPS light fixture and bulb conversion to
LED
$ Each $
Knockdown: Remove and replace
concrete pole (up to 35’) in pavement or
concrete
$ Each $
Knockdown: Remove and replace
concrete pole (up to 35’) not in
pavement or cement
$ Each $
Knockdown: Remove and replace steel
pole (up to 55’) in pavement or cement
$ Each $
Knockdown: Remove and replace steel
pole (up to 55’) not in pavement or
concrete
$ Each $
Reset Existing Pole with New Base (up to
55’)
$ Each $
Remove and Replace LED Head only $ Each $
Remove and Replace Mission Bell Head
only
$ Each $
Remove and Replace LED Head and
Mast Arm
$ Each $
Remove and Replace Mission Bell Head
and Mast Arm
$ Each $
Complete Removal of Head and Arm $ Each $
Straighten Leaning Pole $ Each $
Pull box Lid Replacement $ Each $
Pull box Replacement $ Each $
Overhead Wiring Replacement
$ LF $
Underground Wiring Replacement
$ LF $
Pole Painting
$ Each $
C-3
4. Labor Rates/Equipment
Position/Equipment Straight Time (/hr) Weekends (/hr) Holiday (/hr) Emergency After Hours (/hr)
Streetlight
Electrician
$ $ $ $
Streetlight
Electrician
Foreman
$ $ $ $
Laborer $ $ $ $
Truck-mounted
Crane
$ $ $ $
Carry Deck Crane $ $ $ $
All Terrain Crane $ $ $ $
Flatbed Truck $ $ $ $
Bucket Truck $ $ $ $
D-1
EXHIBIT “D”
SCHEDULE OF PERFORMANCE
I. Contractor shall perform all Services in accordance with the procedures set forth in RFP scope of services.
II. Unless earlier terminated in accordance with Article 7 of this Agreement, this Agreement shall continue in full force and effect for three (3) years from the date hereof (the “Term”).
III. The Contract Officer may approve extensions for performance of the services in accordance with Section 3.2.
E-1
EXHIBIT “E”
MAP AND LIST OF CITY OF BELL STREETLIGHTS
E-2
INSPOLE
NUM
FIXTURT
YPE
DEC
O
HEA
DS
FEED POLEM
AT
LAT_LONG APPRX_A
DDR
UTIL_PN INSFIXT
URE
B0519 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977159072
0001, -
118.20388812
6 3507
Nevada St
4083611E 47W
Type D -
ERL1-0-
06-D3-
30-A-
GRAY
B0520 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977047321
, -
118.20353038
6 3514
Nevada St
4434581E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0670 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979518134
, -
118.20323199
6418
Lucille Ave
4233308E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0522 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.976147304
0001, -
118.20256370
1 6792
California
Ave
4434583E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0521 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.976017440
0001, -
118.20307994
3 3528 Bell
Ave
4434582E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0525 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977906901
, -
118.20128755
7 6578 Loma
Vista Pl
4728160E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0526 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.978283486
0001, -
118.20123131
4 6534 Loma
Vista Pl
4734858E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0527 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978641312
, -
118.20117943
6492 Loma
Vista Pl
4734598E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0528 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979029924
, -
118.20111882
9 6446 Loma
Vista Pl
4734562E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0529 Cobra Head Singl Power Cement 33.979385967 6404 Loma 4420820E 47W
E-3
e ed
Below
Groun
d
, -
118.20105621
6 Vista Pl Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0530 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979151246
0001, -
118.19944990
8 6413
Orchard
Ave
4734862E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0531 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978791947
, -
118.19950313
3 6455
Orchard
Ave
4734861E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0532 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978459509
0001, -
118.19956457
3 6495
Orchard
Ave
4734869E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0533 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978080802
0001, -
118.19959072
4 6539
Orchard
Ave
4749030E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0534 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977722224
, -
118.19965099
6581
Orchard
Ave
4749031E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0536 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977611989
, -
118.20064910
7 6604 Loma
Vista Ave
4734563E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0535 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975987865
, -
118.20094641
3 6796 Loma
Vista Ave
4418627E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0515 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979029643
, -
118.19786530
9 6409 Bear
Ave
4613507E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0538 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.976803743
0001, -
118.19873392
6 3781 Bear
Ct
2316199E 47W
Type A -
ERL1-0-
06-A3-
E-4
30-A-
GRAY
B0541 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975525214
0001, -
118.19680541
8 6796
Corona
Ave
4434564E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0508 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978820954
0001, -
118.19642102
4 6407
Corona
Ave
4233430E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0510 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977804150
0001, -
118.19513708
4 6414
Riverside
Ave
4434568E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0509 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978009859
0001, -
118.19635061
6 4004
Acacia St
4434570E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0513 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978045826
, -
118.19574326
3 4020
Acacia St
4434569E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0512 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977990226
, -
118.19524671
9 4036
Acacia St
4454555E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0511 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977957451
0001, -
118.19488897
9 4051
Acacia St
4434600E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0540 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975442238
, -
118.19784175
6 3846 Bell
Ave
4434565E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0539 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975483674
, -
118.19812623
8 3820 Bell
Ave
4389491E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0551 Cobra Head Singl Power Wood 33.971397538 7176 4434562E 47W
E-5
e ed
Overh
ead
0001, -
118.19669460
9 Corona
Ave
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0570 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972533931
, -
118.20206178
8 3605 Weik
Ave
4403923E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0569 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972537051
0001, -
118.20167614
2 3617 Weik
Ave
4403922E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0561 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972440041
, -
118.20138554
1 3624 Weik
Ave
4371875E 47W
Type D -
ERL1-0-
06-D3-
30-A-
GRAY
B0562 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972728748
0001, -
118.20124036
6 3637 Weik
Ave
4403920E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0568 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972774048
0001, -
118.20143533
3696 Anita
Dr
4403921E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0563 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973017817
, -
118.20124237
8 3679 Anita
Dr
680907E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0564 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973213958
, -
118.20176431
9 3649 Anita
Dr
4422925E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0565 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973279195
, -
118.20251114
7 3607 Anita
Dr
4422924E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0566 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973699118
0001, -
118.20266981
6 3506 Beck
Ave
X16988E 47W
Type A -
ERL1-0-
06-A3-
E-6
30-A-
GRAY
B0567 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973629336
, -
118.20196841
9 3548 Beck
Ave
X16996E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0537 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975602924
, -
118.19991057
7 6808
Orchard
Ave
4434584E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0523 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975878318
0001, -
118.20259798
3 6812
California
Ave
4418628E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0238 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981961181
, -
118.19444733
7 6205
Riverside
Ave
4435097E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0504 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978974203
0001, -
118.19491613
7 6387
Riverside
Ave
4233435E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0507 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.97913442,
-
118.19601072
9 6382
Corona
Ave
4233439E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0234 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982072021
0001, -
118.19554813
2 6204
Corona
Ave
4435098E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0516 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.979377642
, -
118.19854516
5 6387
Carmelita
Ave
4613502E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0227 Cobra Head Twin Power
ed
Overh
ead
Wood 33.982012941
0001, -
118.19799749
2 6202
Carmelita
Ave
456608E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0227 Cobra Head Twin Power Wood 33.982001820 6202 456608E 47W
E-7
ed
Overh
ead
0001, -
118.19799212
7 Carmelita
Ave
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0517 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979611401
0001, -
118.20075664
7 6391 Loma
Vista Ave
4233319E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0736 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979722904
, -
118.20186951
2 6391
California
Ave
4233355E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0212 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982038909
, -
118.19329918
4 6199
Gifford Ave
823077E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0213 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.98213423,
-
118.19416855
5 4056
Randolph
St
823078E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0214 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982282775
, -
118.19576304
4 3978
Randolph
St
1473911E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0215 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982417895
, -
118.19698160
5 3838
Randolph
St
823080E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0230 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982309080
0001, -
118.19720984
4 3880
Randolph
Pl
4418176E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0231 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982276034
0001, -
118.19690122
3 6203 Bear
Ave
4418177E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0233 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982188375
0001, -
118.19604124
3946
Randolph
St
4418179E 84W
Type C -
ERL1-0-
09-C3-
E-8
30-A-
GRAY
B0235 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982124328
0001, -
118.19548803
4 6202
Corona
Ave
4418180E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0236 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982081156
, -
118.19498436
5 4024
Randolph
St
4418181E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0237 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982029495
0001, -
118.19448195
4 4044
Randolph
St
4418182E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0239 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981974288
0001, -
118.19398448
8 4064
Randolph
St
4418183E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0240 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981930149
0001, -
118.19352122
4084
Randolph
St
4418184E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0229 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982143099
, -
118.19742903
1 3799
Randolph
Pl
2228788E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0228 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982005379
, -
118.19764838
6 3812
Randolph
Pl
4434571E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0226 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982079362
, -
118.19844332
5 3766
Randolph
Pl
4434572E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0225 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982132164
0001, -
118.19882621
1 3732
Randolph
Pl
4434573E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0224 Cobra Head Singl Power Wood 33.982217013 3654 4434574E 47W
E-9
e ed
Overh
ead
, -
118.19969700
7 Randolph
Pl
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0221 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982317568
, -
118.20066369
1 3580
Randolph
Pl
4434575E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0220 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982346922
, -
118.20100458
3 3560
Randolph
Pl
4434576E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0218 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982426542
, -
118.20181645
5 3524
Randolph
Pl
4434577E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0217 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982469147
0001, -
118.20214225
9 3514
Randolph
Pl
4434578E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0216 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.982495392
, -
118.20247476
9 3502
Randolph
Pl
4434579E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0219 Cobra Head Twin Power
ed
Overh
ead
Wood 33.982352414
, -
118.20135276
8 6202
California
Ave
4558131E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0219 Cobra Head Twin Power
ed
Overh
ead
Wood 33.982347695
, -
118.20134857
7 6202
California
Ave
4558131E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0668 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979710987
, -
118.20377865
8 3448 E
Gage Ave
4233310E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0669 Cobra Head Singl
e
Power
ed
Below
Groun
Cement 33.979665868
, -
118.20338035
6403
Lucille Ave
4233309E 84W
Type C -
ERL1-0-
09-C3-
E-10
d 30-A-
GRAY
B0671 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979628327
0001, -
118.20301112
7 3508 E
Gage Ave
4233307E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0672 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979569773
, -
118.20246554
9 3524 E
Gage Ave
4287515E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0673 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979505322
0001, -
118.20217955
9 3528 Gage
Ave
4233306E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0674 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.97949256,
-
118.20166910
1 3564 Gage
Ave
4547844E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0675 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979428104
0001, -
118.20122662
6403 Loma
Vista Pl
4287465E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0676 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979400144
0001, -
118.20090810
8 3604 Gage
Ave
4749049E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0677 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979368909
0001, -
118.20060485
1 3612 Gage
Ave
4749027E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0678 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979321043
, -
118.20027200
5 6402 Loma
Vista Ave
4749028E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0679 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979269084
0001, -
118.19989523
9 3634 Gage
Ave
4749029E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0680 Cobra Head Singl Power Cement 33.979205896 3738 Gage 4233447E 84W
E-11
e ed
Below
Groun
d
0001, -
118.19902653
8 Ave Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0681 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.97915994,
-
118.19856100
7 3794 Gage
Ave
4233446E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0682 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979108624
, -
118.19815574
2 3846 Gage
Ave
4233445E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0683 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979011939
, -
118.19722375
8 3922 Gage
Ave
4233432E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0684 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978954035
0001, -
118.19667918
6 3940 Gage
Ave
4233431E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0685 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978901277
, -
118.19626637
7 6404
Corona
Ave
4489896E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0686 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978859816
0001, -
118.19580269
1 4010 Gage
Ave
4233428E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0687 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978812333
0001, -
118.19536574
2 4028 Gage
Ave
4233427E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0688 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978758117
, -
118.19491932
2 4046 Gage
Ave
4346156E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0689 Cobra Head Singl
e
Power
ed
Below
Groun
Cement 33.978716192
, -
118.19448388
2 4060 Gage
Ave
4233425E 84W
Type C -
ERL1-0-
09-C3-
E-12
d 30-A-
GRAY
B0653 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978868770
0001, -
118.19429352
9 4063 Gage
Ave
4233433E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0654 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978923773
0001, -
118.19476945
3 6392
Riverside
Ave
4233434E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0655 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978972290
0001, -
118.19518838
1 4031 Gage
Ave
4233436E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0656 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979014253
0001, -
118.19561049
4 4017 Gage
Ave
4233437E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0657 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979057088
, -
118.19598994
2 4003 Gage
Ave
4233438E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0658 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979102146
0001, -
118.19651624
2 3921 Gage
Ave
4233440E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0659 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979156180
0001, -
118.19692838
3909 Gage
Ave
4233441E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0514 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979216377
0001, -
118.19721311
3 6386 Bear
Ave
4233442E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0660 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979209962
, -
118.19736055
1 6391 Bear
Ave
4233443E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0661 Cobra Head Singl Power Cement 33.979295852 3805 Gage 4287397E 84W
E-13
e ed
Below
Groun
d
0001, -
118.19829144
5 Ave Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0662 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979340132
0001, -
118.19864809
5 3781 Gage
Ave
4666117E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0663 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979491548
0001, -
118.20006564
3 3649 Gage
Ave
4233317E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0664 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979548872
0001, -
118.20050183
7 3615 Gage
Ave
4233318E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0665 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979581119
, -
118.20086854
5 3595 Gage
Ave
4233320E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0666 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979625874
0001, -
118.20129141
2 3569 Gage
Ave
4233321E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0667 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979669117
0001, -
118.20167882
4 3553 Gage
Ave
4233322E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0580 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971251994
0001, -
118.19812959
1 3810 E
Florence
Ave
4452138E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0581 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971220272
, -
118.19785013
8 3830 E
Florence
Ave
4161676E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0582 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971184133
0001, -
118.19753724
2 3880 E
Florence
Ave
4452137E 84W
Type C -
ERL1-0-
09-C3-
E-14
30-A-
GRAY
B0583 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971146658
0001, -
118.19716240
3 3942 E
Florence
Ave
4520522E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0554 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971932090
0001, -
118.19385381
4 4193 Weik
Ave
4434557E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0555 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971978887
, -
118.19426871
8 4163 Weik
Ave
726517E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0556 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972027269
0001, -
118.19472370
9 4131 Weik
Ave
4434558E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0557 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972085736
0001, -
118.19522148
9 4095 Weik
Ave
4434560E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0558 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972136964
0001, -
118.19572356
5 4059 Weik
Ave
726518E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0559 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972179731
, -
118.19619957
4 4025 Weik
Ave
4434561E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0560 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972212227
0001, -
118.19650744
1 4003 Weik
Ave
4434563E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0553 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972855952
, -
118.19394685
3 4175 Beck
Ave
4434556E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0552 Cobra Head Singl Power Wood 33.972829022 4195 Beck 4434555E 47W
E-15
e ed
Overh
ead
, -
118.19367293
3 Ave Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0542 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973681046
, -
118.19352507
6 4193
Brompton
Ave
4434553E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0543 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973728163
, -
118.19395154
7 4157
Brompton
Ave
4434554E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0544 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973766716
0001, -
118.19431750
1 4127
Brompton
Ave
4434552E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0546 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973848313
0001, -
118.19513473
7 4059
Brompton
Ave
4434559E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0547 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973831705
0001, -
118.19577477
9 4000
Brompton
Ave
823094E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0545 Cobra Head Twin Power
ed
Overh
ead
Wood 33.973834397
0001, -
118.19472930
4 6899
Gifford Ave
726525E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0545 Cobra Head Twin Power
ed
Overh
ead
Wood 33.973836622
0001, -
118.19472662
2 4097
Brompton
Ave
726525E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0548 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974996583
0001, -
118.19439570
4 6808
Gifford Ave
4435301E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0293 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975266805
, -
118.19436779
3 6794
Gifford Ave
4434551E 47W
Type A -
ERL1-0-
06-A3-
E-16
30-A-
GRAY
B0500 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978362126
, -
118.19165239
1 6405
Fishburn
Ave
4233413E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0549 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971002656
0001, -
118.19276953
1 7183
Fishburn
Ave
4435096E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0498 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974963703
0001, -
118.19108837
3 6793 Flora
Ave
4376583E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0292 Cobra Head Twin Power
ed
Below
Groun
d
Cement 33.98149089,
-
118.18968912
5 6206 Flora
Ave
4083202E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0292 Cobra Head Twin Power
ed
Below
Groun
d
Cement 33.981488870
0001, -
118.18967318
8 6206 Flora
Ave
4083202E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0291 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.981149783
, -
118.18973075
6 6216 Flora
Ave
4083201E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0290 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.980822921
, -
118.18978490
3 6242 Flora
Ave
4075000E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0288 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.980130019
0001, -
118.18989805
9 4307
Minnewa
Ln
4074998E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0289 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.980468093
0001, -
118.18983905
6270 Flora
Ave
4074999E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0287 Cobra Head Singl Power Cement 33.980076380 4311 4074997E 47W
E-17
e ed
Below
Groun
d
0001, -
118.18984734
8 Minnewa
Ln
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0286 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.980029683
0001, -
118.18941526
1 4351
Minnewa
Ln
4074996E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0285 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.979987604
, -
118.18900127
9 4389
Minnewa
Ln
4074995E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0283 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.980339476
, -
118.18862074
1 6200 Pine
Ave
2035955E 47W
Type D -
ERL1-0-
06-D3-
30-A-
GRAY
B0284 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.980113968
0001, -
118.18887865
2 6235 Pine
Ave
4074994E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0282 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.979875404
, -
118.18869584
3 6258 Pine
Ave
2035954E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0281 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.97956824,
-
118.18875250
4 6286 Pine
Ave
2035953E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0280 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.979277346
0001, -
118.18879558
7 6310 Pine
Ave
2035952E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0279 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.978906273
0001, -
118.18884504
6342 Pine
Ave
2035951E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0277 Cobra Head Singl
e
Power
ed
Below
Groun
Cement 33.978644378
0001, -
118.18892978
1 4402
Federal
Ave
1981628E 47W
Type A -
ERL1-0-
06-A3-
E-18
d 30-A-
GRAY
B0278 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978622836
0001, -
118.18867698
3 4418
Federal
Ave
1981629E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0246 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.98167822,
-
118.19083280
9 6203
Fishburn
Ave
4756767E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0241 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981906097
, -
118.19325434
1 4096
Randolph
St
65534E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0243 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981881008
0001, -
118.19307077
7 6202
Gifford Ave
4418185E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0244 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981839376
, -
118.19260893
4 4144
Randolph
St
4418186E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0245 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981839160
0001, -
118.19207182
2 4190
Randolph
St
4418187E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0211 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981946100
0001, -
118.19180309
8 6200 Otis
Ave
823076E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0210 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981811758
, -
118.19064706
6 6200
Fishburn
Ave
823075E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0209 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981718469
, -
118.18963914
2 6200 Flora
Ave
823074E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0247 Cobra Head Twin Power Cement 33.981559826 4380 4440900E 84W
E-19
ed
Below
Groun
d
0001, -
118.18921284
Randolph
St
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0247 Cobra Head Twin Power
ed
Below
Groun
d
Cement 33.981543598
, -
118.18921847
4380
Randolph
St
4440900E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0248 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.981474866
, -
118.18878992
8 4394
Randolph
St
4418191E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0208 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981626107
0001, -
118.18873205
2 6197 Pine
Ave
823073E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0249 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981468062
, -
118.18839325
6 4406
Randolph
St
4418192E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0250 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.981434515
, -
118.18796544
3 4422
Randolph
St
4418193E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0207 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981511849
0001, -
118.18766151
6 4434
Randolph
St
823072E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0493 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974632122
0001, -
118.18833324
1 6768
Clarkson
Ave
4435093E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0495 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977972193
, -
118.18796611
4 6311
Clarkson
Ave
4233394E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0494 Cobra Head Singl
e
Power
ed
Below
Groun
Cement 33.97516582,
-
118.18758591
1 4490 Bell
Pl
4083324E 47W
Type A -
ERL1-0-
06-A3-
E-20
d 30-A-
GRAY
B0457 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973235470
0001, -
118.18350593
6 4678
Brompton
Ave
4435054E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0448 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973072494
0001, -
118.18313265
7 6829
Mayflower
Pl
4667355E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0449 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.97341285,
-
118.18277077
7 6899
Mayflower
Pl
4667356E 47W
Type D -
ERL1-0-
06-D3-
30-A-
GRAY
B0458 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.973044184
0001, -
118.18329505
7 6805
Mayflower
Ave
1753005E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0459 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.97280125,
-
118.18316219
4 6831
Mayflower
Ave
MSUNKNOW
N5
47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0460 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.972463796
0001, -
118.18314978
9 6867
Mayflower
Ave
636254E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0461 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972164424
, -
118.18324243
6 6891
Mayflower
Ave
4435051E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0447 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.971784637
, -
118.18311542
3 6936
Mayflower
Ave
636253E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0462 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.971508224
, -
118.18329203
6963
Mayflower
Ave
4435052E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0463 Cobra Head Singl Power Steel 33.971079674 7035 636252E 47W
E-21
e ed
Overh
ead
0001, -
118.18335203
6 Mayflower
Ave
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0446 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970674268
, -
118.18329990
5 7060
Mayflower
Ave
4435053E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0445 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.970286503
0001, -
118.18336428
2 7122
Mayflower
Ave
636251E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0464 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.970410197
, -
118.18353502
1 4691 Weik
Ave
4435061E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0465 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970435294
, -
118.18386987
8 4665 Weik
Ave
4435063E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0443 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.970395029
, -
118.18431510
6 4632 Weik
Ave
636255E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0492 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970546767
, -
118.18433834
3 4629 Weik
Ave
4435064E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0491 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970914839
, -
118.18428746
4 7115
Prospect
Ave
4435060E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0485 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.971181213
0001, -
118.18411203
1 7058
Prospect
Ave
636256E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0486 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.971591786
, -
118.18405184
9 6976
Prospect
Ave
MSUNKNOW
N4
47W
Type A -
ERL1-0-
06-A3-
E-22
30-A-
GRAY
B0487 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972304794
, -
118.18395755
3 6894
Prospect
Ave
4435058E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0488 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.972579344
0001, -
118.18390483
6868
Prospect
Ave
418768H 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0489 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972995272
, -
118.18384741
4 6830
Prospect
Ave
4435057E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0490 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973218285
, -
118.18380768
4 6808
Prospect
Ave
4435055E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0456 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973354374
0001, -
118.18428654
2 4620
Brompton
Ave
4435056E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0450 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.973406453
0001, -
118.18382540
9 4635
Brompton
Ave
1776902E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0478 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973302737
, -
118.18487344
9 6828 King
Ave
4435079E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0477 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972940721
, -
118.18473748
9 6856 King
Ave
4435080E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0479 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.972685406
, -
118.18488953
6 6878 King
Ave
636262E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0480 Cobra Head Singl Power Cement 33.972401818 6900 King 4435081E 47W
E-23
e ed
Overh
ead
, -
118.18492557
9 Ave Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0476 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.971994728
, -
118.18487587
4 6930 King
Ave
636261E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0481 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.971700857
, -
118.18503990
8 6963 King
Ave
4435082E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0482 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.971295945
0001, -
118.18510453
2 7019 King
Ave
636260E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0483 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.971016244
0001, -
118.18514476
5 7057 King
Ave
4435083E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0484 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970667010
0001, -
118.18520109
2 7105 King
Ave
4435067E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0441 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.970406857
0001, -
118.18509950
3 7136 King
Ave
EMUNKNOW
N2
47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0440 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970251873
0001, -
118.18527007
5 7163 King
Ave
4435068E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0467 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970739328
, -
118.18597717
2 7186
Georgia
Ave
4435089E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0475 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.971095186
0001, -
118.18609219
6 7142
Georgia
Ave
4435088E 47W
Type A -
ERL1-0-
06-A3-
E-24
30-A-
GRAY
B0468 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.971363287
, -
118.18586032
8 7060
Georgia
Ave
4435349E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0469 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.971780119
0001, -
118.18581875
4 6978
Georgia
Ave
4435087E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0474 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.972101850
0001, -
118.18586996
8 6932
Georgia
Ave
636264E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0473 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972499875
, -
118.18581456
3 6894
Georgia
Ave
4435086E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0470 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972815087
0001, -
118.18564985
9 6864
Georgia
Ave
4039078E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0471 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973159579
, -
118.18560250
1 6834
Georgia
Ave
4435085E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0472 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973441275
, -
118.18553854
7 4562
Brompton
Ave
4435084E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0453 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.973602536
, -
118.18567215
5 4555
Brompton
Ave
1365301E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0426 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973499122
0001, -
118.18652140
9 6831
Woodward
Ave
4667259E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0427 Cobra Head Singl Power Steel 33.972978352 6899 1776701E 47W
E-25
e ed
Overh
ead
, -
118.18663733
1 Woodward
Ave
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0428 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972565739
0001, -
118.18670824
2 6904
Woodward
Ave
4435074E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0430 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.971741392
0001, -
118.18682299
7033
Woodward
Ave
4435073E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0431 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.971317505
0001, -
118.18688862
7069
Woodward
Ave
636267E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0432 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970894258
, -
118.18695542
4 7107
Woodward
Ave
4435072E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0434 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.970581602
, -
118.18686230
1 7140
Woodward
Ave
636266E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0433 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.970629977
, -
118.18700756
7133
Woodward
Ave
1753126E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0435 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970645841
0001, -
118.18678088
5 7108
Woodward
Ave
4435071E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0436 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970623800
0001, -
118.18648494
8 4530 Weik
Ave
4435070E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0437 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.970575930
0001, -
118.18613785
3 4554 Weik
Ave
636274E 47W
Type A -
ERL1-0-
06-A3-
E-26
30-A-
GRAY
B0438 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970544607
0001, -
118.18580928
3 4570 Weik
Ave
4435069E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0439 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970498758
0001, -
118.18532413
8 4592 Weik
Ave
636259E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0442 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970430249
0001, -
118.18470454
8 4616 Weik
Ave
4435066E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0466 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970498204
0001, -
118.18442945
4 7199
Prospect
Ave
4435065E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0451 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.973507461
0001, -
118.18466272
6 4605
Brompton
Ave
636272E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0455 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973456233
, -
118.18517326
4 4580
Brompton
Ave
4376649E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0454 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973672498
, -
118.18619232
1 4543
Brompton
Ave
MSUNKNOW
N1
47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0422 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973763602
0001, -
118.18634656
3 6813
Woodward
Ave
4435078E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0425 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.97426212,
-
118.18606694
2 6764
Woodward
Ave
4376647E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0421 Cobra Head Singl Power Cement 33.977730256 6403 4760999E 47W
E-27
e ed
Below
Groun
d
, -
118.18567114
9 Woodward
Ave
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0409 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.97500337,
-
118.18450162
2 4604 Bell
Pl
MSUNKNOW
N6
47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0410 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.974962772
, -
118.18402326
7 4634 Bell
Pl
4376643E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0411 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974857450
0001, -
118.18357257
2 4662 Bell
Pl
680912E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0412 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.974803615
, -
118.18309748
6 4722 Bell
Pl
4376641E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0413 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.974770250
0001, -
118.18277377
3 4760 Bell
Pl
4376635E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0414 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.976532341
0001, -
118.18209827
9 4799
Acacia St
4376632E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0416 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.976653768
0001, -
118.18315196
8 4621
Acacia St
4376639E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0417 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975562429
, -
118.18352320
2 4600
Nevada St
680911E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0415 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.975587046
, -
118.18331893
5 4633
Nevada St
4376640E 47W
Type A -
ERL1-0-
06-A3-
E-28
30-A-
GRAY
B0419 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.975449396
, -
118.18285801
5 4712
Nevada St
4376633E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0420 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.975395849
0001, -
118.18238795
7 6621
Mayflower
Ave
4373393E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0418 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.974976529
0001, -
118.18350409
2 4669 Bell
Pl
4376642E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0452 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973601847
0001, -
118.18482158
2 6804 King
Ave
4376648E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0408 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973891535
0001, -
118.18160626
1 4794 Bell
Ave
4376637E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0407 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973988425
0001, -
118.18186861
5 4777 Bell
Ave
680919E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0406 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973963506
0001, -
118.18232065
1 4748 Bell
Ave
4376638E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0404 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.97151896,
-
118.18168704
2 4802 Beck
Ave
4387828E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0402 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971200633
, -
118.18196861
1 7003
Vinevale
Ave
4422877E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0403 Cobra Head Singl Power Steel 33.971229148 4701 Weik 835012E 47W
E-29
e ed
Overh
ead
0001, -
118.18262189
6 Ave Type D -
ERL1-0-
06-D3-
30-A-
GRAY
B0383 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972100261
, -
118.18049482
1 6957
Heliotrope
Ave
4387824E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0382 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972137098
0001, -
118.18081417
1 4812
Brompton
Ave
4387827E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0381 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972171284
0001, -
118.18110971
7 4800
Brompton
Ave
4387825E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0395 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.971821157
0001, -
118.18035316
7 6974
Heliotrope
Ave
4387826E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0380 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972207392
, -
118.17919981
7 4901
Brompton
Ave
4387822E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0384 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972076682
0001, -
118.17873487
3 4924
Brompton
Ave
820659E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0379 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972128458
, -
118.17845416
3 4941
Brompton
Ave
4387821E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0385 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972017239
, -
118.17827713
7 4946
Brompton
Ave
4387835E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0376 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972622710
0001, -
118.17822491
8 4999
Southall Ln
1474130E 47W
Type D -
ERL1-0-
06-D3-
E-30
30-A-
GRAY
B0378 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972581429
0001, -
118.17850562
8 4978
Southall Ln
4667354E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0377 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972600149
0001, -
118.17914089
2 4900
Southall Ln
1474131E 47W
Type D -
ERL1-0-
06-D3-
30-A-
GRAY
B0375 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.972032485
0001, -
118.17776793
6 4979
Brompton
Ave
4667362E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0705 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977794952
0001, -
118.18596275
5 4528 Gage
Ave
4233383E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0704 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977834646
0001, -
118.1864737
4518 Gage
Ave
4233384E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0703 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977948624
0001, -
118.18738541
6 4478 Gage
Ave
4233385E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0702 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977993211
0001, -
118.18779487
2 6402
Clarkson
Ave
4233403E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0701 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978041964
0001, -
118.18819871
2 4420 Gage
Ave
4233395E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0700 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978082451
, -
118.18856273
8 4412 Gage
Ave
4233396E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0699 Cobra Head Singl Power Cement 33.978077344 6404 Pine 4233397E 84W
E-31
e ed
Below
Groun
d
, -
118.18883137
8 Ave Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0698 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978181200
0001, -
118.18946245
1 4380 Gage
Ave
4666113E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0697 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978225137
, -
118.18981256
3 4362 Gage
Ave
4493317E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0696 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978257639
, -
118.19023735
8 4342 Gage
Ave
4233401E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0497 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978245329
0001, -
118.19043718
3 6404 Flora
Ave
4233400E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0695 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978298848
0001, -
118.19064438
4 6401 Flora
Ave
4233402E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0694 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978345489
, -
118.19104730
2 4310 Gage
Ave
4233411E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0693 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978391397
0001, -
118.19147394
6400
Fishburn
Ave
4233412E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0692 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.97844837,
-
118.19200954
4 4222 Gage
Ave
4233414E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0501 Cobra Head Singl
e
Power
ed
Below
Groun
Cement 33.978468439
, -
118.19243098
6 6404 Otis
Ave
4233415E 47W
Type A -
ERL1-0-
06-A3-
E-32
d 30-A-
GRAY
B0503 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978461616
0001, -
118.19275335
4 4198 Gage
Ave
4233416E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0691 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978534542
, -
118.19279333
6 4194 Gage
Ave
4303788E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0690 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978589922
, -
118.19325819
6 4142 Gage
Ave
4233417E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0652 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978738920
0001, -
118.19307974
6 4147 Gage
Ave
4233423E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0502 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978725431
, -
118.19236795
4 6382 Otis
Ave
4435092E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0651 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978620791
, -
118.19191197
9 4219 Gage
Ave
4233422E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0650 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978573809
0001, -
118.19152004
1 4241 Gage
Ave
4613534E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0499 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978599549
0001, -
118.19131971
3 6385
Fishburn
Ave
4242921E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0649 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978537954
, -
118.19115014
8 4305 Gage
Ave
4233419E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0648 Cobra Head Singl Power Cement 33.978481874 4321 Gage 4747941E 84W
E-33
e ed
Below
Groun
d
0001, -
118.19074446
3 Ave Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0647 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978445941
0001, -
118.19032754
8 4343 Gage
Ave
4233409E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0496 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978472863
, -
118.19019444
3 6386 Flora
Ave
4656076E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0646 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978406302
0001, -
118.18993770
5 4363 Gage
Ave
4233407E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0645 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978349111
0001, -
118.18944300
5 4385 Gage
Ave
4666349E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0644 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.97826618,
-
118.18845905
4 4431 Gage
Ave
4233405E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0643 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978222468
0001, -
118.18794733
9 6396
Clarkson
Ave
4233404E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0642 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.978168118
, -
118.18752271
1 4473 Gage
Ave
4233393E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0358 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974380978
0001, -
118.17724012
8 4983
Nevada St
4422923E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0359 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974431972
, -
118.17755545
5 4947
Nevada St
4422922E 47W
Type A -
ERL1-0-
06-A3-
E-34
30-A-
GRAY
B0360 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974483774
0001, -
118.17806189
4889
Nevada St
2228889E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0361 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974536249
, -
118.17854862
7 4833
Nevada St
4422921E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0362 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.974518225
0001, -
118.17890686
9 4801
Nevada St
835010E 47W
Type D -
ERL1-0-
06-D3-
30-A-
GRAY
B0369 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973711082
0001, -
118.17730785
4 4990
Nelson Dr
4666323E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0364 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973848567
0001, -
118.17763558
6 4961
Nelson Dr
4666322E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0368 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973783039
0001, -
118.17798854
8 4930
Nelson Dr
4666321E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0365 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.973916007
0001, -
118.17829423
6 4901
Nelson Dr
835011E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0367 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973851541
, -
118.17863898
4 4872
Nelson Dr
4666320E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0366 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973845378
0001, -
118.17900477
4840
Nelson Dr
4666319E 47W
Type D -
ERL1-0-
06-D3-
30-A-
GRAY
B0394 Cobra Head Singl Power Cement 33.971003014 7046 4387829E 47W
E-35
e ed
Overh
ead
0001, -
118.18047914
7 Heliotrope
Ave
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0398 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970457194
0001, -
118.18073035
2 4796 Weik
Ave
4387831E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0397 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970504500
0001, -
118.18132245
4766 Weik
Ave
4387830E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0399 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.970408878
0001, -
118.18067972
6 7107
Heliotrope
Ave
4387832E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0400 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.970126041
0001, -
118.18072515
6 7139
Heliotrope
Ave
4387833E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0401 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.969686524
0001, -
118.18079103
7 7187
Heliotrope
Ave
4387834E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0148 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980272862
, -
118.17738060
9 6206
Woodlawn
Ave
4376597E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0147 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979887214
, -
118.17744875
3 6228
Woodlawn
Ave
4376596E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0146 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979633149
0001, -
118.17749393
2 6242
Woodlawn
Ave
820678E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0145 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979214943
, -
118.17754782
7 6266
Woodlawn
Ave
4376595E 47W
Type A -
ERL1-0-
06-A3-
E-36
30-A-
GRAY
B0144 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978920013
, -
118.17759837
6284
Woodlawn
Ave
4376598E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0159 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977287559
, -
118.17919969
8 6395 Palm
Ave
4233351E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0158 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977714048
0001, -
118.17905388
8 6367 Palm
Ave
4376609E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0157 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977985826
0001, -
118.17901340
3 6349 Palm
Ave
820675E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0156 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978396539
0001, -
118.17895464
6 6321 Palm
Ave
4376608E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0153 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979067709
, -
118.17885263
8 6283 Palm
Ave
4376602E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0152 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979548911
0001, -
118.17876580
2 6255 Palm
Ave
4376601E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0151 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979767538
, -
118.17873478
9 6243 Palm
Ave
4378830E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0150 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980180006
0001, -
118.17867343
3 6219 Palm
Ave
4376599E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0149 Cobra Head Singl Power Wood 33.980406816 6205 Palm 4376600E 47W
E-37
e ed
Overh
ead
, -
118.17864317
5 Ave Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0165 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980286664
0001, -
118.17968353
6 6186
Heliotrope
Ave
4422918E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0164 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979880858
0001, -
118.17975956
6218
Heliotrope
Ave
820688E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0163 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.97932051,
-
118.17982284
4 6264
Heliotrope
Ave
4422919E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0162 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978478231
0001, -
118.17996243
3 6322
Heliotrope
Ave
4422920E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0161 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.97810488,
-
118.18002283
6 6346
Heliotrope
Ave
820687E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0171 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978218103
0001, -
118.18119227
9 6348
Vinevale
Ave
820698E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0169 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.97865818,
-
118.18124055
9 6321
Vinevale
Ave
4376627E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0172 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979304722
0001, -
118.18103134
6 6282
Vinevale
Ave
4376625E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0173 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979685877
0001, -
118.18097275
7 6260
Vinevale
Ave
4376624E 47W
Type A -
ERL1-0-
06-A3-
E-38
30-A-
GRAY
B0174 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980005719
0001, -
118.18092598
6 6242
Vinevale
Ave
820700E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0175 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980256529
, -
118.18088868
6 6226
Vinevale
Ave
4376623E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0176 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.98065387,
-
118.18081886
5 6204
Vinevale
Ave
4376619E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0260 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980741765
0001, -
118.18196953
3 6206
Mayflower
Ave
4376620E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0259 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980458104
, -
118.18200968
2 6222
Mayflower
Ave
4376621E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0258 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980117806
0001, -
118.18206332
6 6242
Mayflower
Ave
820695E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0261 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979738670
0001, -
118.18224672
2 6265
Mayflower
Ave
4376628E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0262 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979411714
, -
118.18228963
8 6285
Mayflower
Ave
4376629E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0179 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978746664
, -
118.18227647
8 6320
Mayflower
Ave
4376630E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0178 Cobra Head Singl Power Wood 33.978353055 6346 4809042E 47W
E-39
e ed
Overh
ead
0001, -
118.18233330
7 Mayflower
Ave
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0272 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977796502
, -
118.18371296
9 6393
Prospect
Ave
4039733E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0263 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978113357
, -
118.18353233
9 6370
Prospect
Ave
4039734E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0264 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978457853
0001, -
118.18347525
8 6348
Prospect
Ave
820692E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0271 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.97890762,
-
118.18353351
2 6321
Prospect
Ave
4039735E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0270 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979294631
0001, -
118.18347182
1 6299
Prospect
Ave
4378826E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0269 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979681385
, -
118.18342915
7 6277
Prospect
Ave
4039736E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0266 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980105649
0001, -
118.18322531
6250
Prospect
Ave
4744301E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0268 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980491791
0001, -
118.18329613
7 6229
Prospect
Ave
4039737E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0267 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980882896
, -
118.18309832
4 6204
Prospect
Ave
4039738E 47W
Type A -
ERL1-0-
06-A3-
E-40
30-A-
GRAY
B0251 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.981129091
0001, -
118.18544844
2 6201
Woodward
Ave
4376622E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0265 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979183050
0001, -
118.18331491
2 4606
Filmore St
4376631E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0257 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979139395
0001, -
118.18210708
4707
Filmore St
4376626E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0168 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979020782
0001, -
118.18102824
5 4755
Filmore St
4376610E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0167 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978924037
0001, -
118.18016013
1 4793
Filmore St
4376611E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0155 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978762838
0001, -
118.17861863
1 4845
Filmore St
4376607E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0154 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978682512
, -
118.17780441
8 4893
Filmore St
4376606E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0143 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978636011
, -
118.17743199
4921
Filmore St
4376603E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0081 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979206857
0001, -
118.16999766
1 6221 River
Dr
4611726E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0082 Cobra Head Singl Power Wood 33.978926851 6237 River 4376553E 47W
E-41
e ed
Overh
ead
, -
118.16998525
5 Dr Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0083 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978665443
0001, -
118.16997511
3 6253 River
Dr
4809049E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0084 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978233180
0001, -
118.16996958
1 6277 River
Dr
4376555E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0085 Cobra Head Twin Power
ed
Overh
ead
Wood 33.977755761
, -
118.17000499
3 6303 River
Dr
4809048E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0085 Cobra Head Twin Power
ed
Overh
ead
Wood 33.977739367
, -
118.16999148
7 6303 River
Dr
4809048E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0086 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977415476
, -
118.16999455
9 6327 River
Dr
4376557E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0087 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977052373
, -
118.17003873
2 6353 River
Dr
4431181E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0088 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.976786071
, -
118.17006513
5 6373 River
Dr
4376559E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0089 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976539568
0001, -
118.17008541
9 6391 River
Dr
4420021E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0090 Cobra Head Singl
e
Power
ed
Below
Groun
Cement 33.976432123
0001, -
118.17015943
1 5395 Gage
Ave
4233512E 47W
Type A -
ERL1-0-
06-A3-
E-42
d 30-A-
GRAY
B0091 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976473928
0001, -
118.17053904
8 5359 Gage
Ave
4233511E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0092 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976519865
0001, -
118.17093350
8 5321 Gage
Ave
4233510E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0111 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976544492
0001, -
118.17125499
5 6399
Casitas
Ave
4233508E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0112 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.97659286,
-
118.17165480
6 5261 Gage
Ave
4233507E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0110 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976532037
, -
118.17207553
4 6398
Home Ave
4233505E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0108 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.976953439
0001, -
118.17222483
5 6375
Home Ave
4376567E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0107 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.9772733, -
118.17217905
1 6353
Home Ave
4426787E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0106 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977601972
0001, -
118.17212442
1 6329
Home Ave
4376565E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0105 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978313956
0001, -
118.17201468
2 6285
Home Ave
4376563E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0104 Cobra Head Singl Power Wood 33.978756351 6259 1933055E 47W
E-43
e ed
Overh
ead
0001, -
118.17194561
5 Home Ave Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0103 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979293820
0001, -
118.17186330
5 6227
Home Ave
4376562E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0102 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979684258
0001, -
118.17180655
9 6205
Home Ave
4376561E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0115 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979392322
, -
118.17298153
4 6229
Walker Ave
4422901E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0116 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.97851583,
-
118.17317678
5 6281
Walker Ave
4422902E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0119 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977191399
, -
118.17443245
6 6374 Pala
Ave
4422908E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0126 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977535764
, -
118.17443277
7 6347 Pala
Ave
820679E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0120 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977840485
0001, -
118.17425575
1 6324 Pala
Ave
4422907E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0121 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978724404
, -
118.17412247
9 6274 Pala
Ave
4422906E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0122 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979067071
, -
118.17406665
5 6254 Pala
Ave
820672E 47W
Type A -
ERL1-0-
06-A3-
E-44
30-A-
GRAY
B0123 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979489073
, -
118.17399608
6230 Pala
Ave
4422905E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0124 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979951095
, -
118.17392676
1 6204 Pala
Ave
4422904E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0101 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979496715
, -
118.17062194
5 6208
Casitas
Ave
4376560E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0100 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979114608
, -
118.17067315
8 6230
Casitas
Ave
4376552E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0099 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978731929
, -
118.17073099
3 6252
Casitas
Ave
4809050E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0098 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978296825
, -
118.17080810
7 6278
Casitas
Ave
4376554E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0096 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977481268
0001, -
118.17093727
2 6328
Casitas
Ave
4376558E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0095 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977164169
, -
118.17097758
9 6352
Casitas
Ave
820686E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0094 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.976817123
, -
118.17103827
4 6378
Casitas
Ave
4435305E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0093 Cobra Head Singl Power Cement 33.976566133 5307 Gage 4233509E 47W
E-45
e ed
Below
Groun
d
0001, -
118.17107632
8 Ave Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0133 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980073705
0001, -
118.17505681
6176
Alamo Ave
4422909E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0132 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979613158
0001, -
118.17512193
7 6210
Alamo Ave
4422910E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0131 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.97918352,
-
118.17519846
4 6242
Alamo Ave
820671E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0130 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978751589
0001, -
118.17526895
6 6274
Alamo Ave
4422911E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0129 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977959435
0001, -
118.17537725
6324
Alamo Ave
4422912E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0128 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977645052
0001, -
118.17543793
5 6346
Alamo Ave
820670E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0127 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977309192
0001, -
118.17548085
6368
Alamo Ave
4422913E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0138 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.9785207, -
118.17627872
4 5009
Filmore St
4376613E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0137 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978422853
, -
118.17558394
8 5031
Filmore St
4376612E 47W
Type A -
ERL1-0-
06-A3-
E-46
30-A-
GRAY
B0125 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978303953
0001, -
118.17436630
8 5095
Filmore St
4376570E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0118 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978265641
0001, -
118.17404603
6 5117
Filmore St
4376569E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0117 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.97818986,
-
118.17321849
1 5191
Filmore St
4376568E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0114 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.97814916,
-
118.17286519
3 5205
Filmore St
4376566E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0113 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978066706
0001, -
118.17212984
9 5221
Filmore St
4376564E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0097 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977906814
0001, -
118.17067081
1 5327
Filmore St
4376556E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0302 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971993634
0001, -
118.17173191
5 5297
Southall Ln
4376582E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0298 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.97600254,
-
118.17074851
1 5326 Gage
Ave
4233521E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0299 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.975944709
, -
118.17030481
4 5384 Gage
Ave
4233522E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0305 Cobra Head Singl Power Wood 33.968776906 5315 4376584E 47W
E-47
e ed
Overh
ead
0001, -
118.17128520
5 Florence
Ave
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0306 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.968834840
0001, -
118.17178074
3 5305
Florence
Ave
4786187E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0706 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977750135
0001, -
118.18548917
8 6400
Woodward
Ave
4233381E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0707 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977713869
0001, -
118.18508323
6 4580 Gage
Ave
4233380E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0638 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977914422
, -
118.18535030
1 4567 Gage
Ave
4467441E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0637 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977871450
0001, -
118.18492021
4 4593 Gage
Ave
4233387E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0636 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977824854
0001, -
118.18446893
3 4613 Gage
Ave
4233379E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0635 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977772333
0001, -
118.18401228
6 4631 Gage
Ave
4233378E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0634 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977718216
, -
118.18353376
4 6396
Prospect
Ave
4233377E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0633 Cobra Head Singl
e
Power
ed
Below
Groun
Cement 33.977621828
0001, -
118.18262784
8 4693 Gage
Ave
4233376E 84W
Type C -
ERL1-0-
09-C3-
E-48
d 30-A-
GRAY
B0177 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977666227
, -
118.18245191
1 6392
Mayflower
Ave
4233375E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0632 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977576211
, -
118.18218268
5 4713 Gage
Ave
4233374E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0631 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977529559
0001, -
118.18171639
9 4733 Gage
Ave
4233367E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0170 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977520879
0001, -
118.18142328
4 6395
Vinevale
Ave
4233366E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0630 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977480147
0001, -
118.18128766
5 6396
Vinevale
Ave
4233365E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0629 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977425855
, -
118.18082213
4 4763 Gage
Ave
4233364E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0160 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977389758
0001, -
118.18014546
3 6394
Heliotrope
Ave
4233363E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0628 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977329775
, -
118.17988822
2 4809 Gage
Ave
4233362E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0627 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977285554
, -
118.17946409
8 4823 Gage
Ave
4233361E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0626 Cobra Head Singl Power Cement 33.977238948 6396 Palm 4233350E 84W
E-49
e ed
Below
Groun
d
, -
118.17898733
6 Ave Type C -
ERL1-0-
09-C3-
30-A-
GRAY
Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977176931
, -
118.17853110
9 4867 Gage
Ave
4233349E Choose...
B0625 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.97713571,
-
118.17806130
3 4893 Gage
Ave
4233348E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0624 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977149306
0001, -
118.17787237
5 6394
Woodlawn
Ave
4233347E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0623 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977090804
0001, -
118.17763164
7 4921 Gage
Ave
4233346E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0256 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977491641
, -
118.17792233
1 6373
Woodlawn
Ave
4376605E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0255 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978538963
0001, -
118.17776575
7 6303
Woodlawn
Ave
4376604E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0622 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977047903
, -
118.17721154
6 4957 Gage
Ave
4287478E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0724 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976837697
0001, -
118.17698171
4 4970 Gage
Ave
4233331E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0723 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976892045
0001, -
118.17745093
3 4920 Gage
Ave
4233340E 84W
Type C -
ERL1-0-
09-C3-
30-A-
E-50
GRAY
B0722 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976922641
, -
118.17786617
2 4878 Gage
Ave
4233341E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0721 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976980059
, -
118.17828367
5 4866 Gage
Ave
4233342E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0720 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977022781
0001, -
118.17870855
3 4862 Gage
Ave
4233343E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0719 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977066530
0001, -
118.17912806
8 4856 Gage
Ave
4579945E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0718 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977105419
0001, -
118.17950315
8 6400
Heliotrope
Ave
4233353E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0396 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977084251
0001, -
118.17965042
8 6405
Heliotrope
Ave
4233354E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0717 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977152347
0001, -
118.17991504
5 4810 Gage
Ave
4233356E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0716 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977246219
0001, -
118.18076094
6 4760 Gage
Ave
4233357E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0405 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977216092
, -
118.18098977
2 6407
Vinevale
Ave
4233358E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0715 Cobra Head Singl
e
Power
ed
Cement 33.977296164
0001, -
4742 Gage
Ave
4233359E 84W
Type C -
E-51
Below
Groun
d
118.18123796 ERL1-0-
09-C3-
30-A-
GRAY
B0714 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977346314
, -
118.18169971
9 4726 Gage
Ave
4292498E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0713 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977401993
0001, -
118.18219115
4710 Gage
Ave
4476065E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0712 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977444428
0001, -
118.18265986
6 4692 Gage
Ave
4233369E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0711 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977559572
0001, -
118.18368748
8 4630 Gage
Ave
4233370E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0710 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977598727
, -
118.18407020
5 4622 Gage
Ave
4233371E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0709 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977603164
0001, -
118.18427061
7 6405 King
Ave
4387229E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0708 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.977653404
0001, -
118.18460136
7 4606 Gage
Ave
4233373E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0205 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.98116708,
-
118.18418998
3 6196 King
Ave
823070E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0252 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980709758
, -
118.18099404
7 4742
Randolph
St
4418205E 84W
Type C -
ERL1-0-
09-C3-
30-A-
E-52
GRAY
B0204 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980801847
0001, -
118.18073856
7 4752
Randolph
St
823067E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0253 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980657787
, -
118.18051653
4764
Randolph
St
4418206E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0203 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980698304
, -
118.17959468
8 4802
Randolph
St
823066E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0254 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980568025
, -
118.17957515
8 4804
Randolph
St
4418208E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0180 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980520933
, -
118.17910718
7 4824
Randolph
St
4418209E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0181 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980476801
0001, -
118.17869589
7 4842
Randolph
St
4418210E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0202 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980594519
0001, -
118.17864292
3 4844
Randolph
St
4292463E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0182 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980434825
, -
118.17828518
3 4860
Randolph
St
4418211E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0201 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980454024
, -
118.17732838
9 4906
Randolph
St
823064E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0183 Cobra Head Singl
e
Power
ed
Wood 33.980334383
0001, -
4914
Randolph
4418213E 84W
Type C -
E-53
Overh
ead
118.17725898
7 St ERL1-0-
09-C3-
30-A-
GRAY
B0184 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980284782
0001, -
118.17678515
8 4960
Randolph
St
4418214E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0185 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980251844
0001, -
118.17641828
2 6203
Wilcox Ave
4418215E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0199 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980343517
0001, -
118.17625441
6 6200
Wilcox Ave
823063E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0186 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980203394
0001, -
118.17593255
1 5012
Randolph
St
4418216E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0187 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980142859
0001, -
118.17539703
1 5028
Randolph
St
4418217E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0188 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980049311
0001, -
118.17450452
6 5074
Randolph
St
4418218E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0189 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980002884
, -
118.17409884
2 6203 Pala
Ave
4418219E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0198 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980106803
0001, -
118.17388426
5 5104
Randolph
St
823061E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0190 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979959855
0001, -
118.17367832
2 5110
Randolph
St
4418220E 84W
Type C -
ERL1-0-
09-C3-
30-A-
E-54
GRAY
B0191 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979903223
0001, -
118.17314825
5126
Randolph
St
4680035E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0192 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979811684
, -
118.17273854
3 5148
Randolph
St
4418222E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0193 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979775052
, -
118.17229396
7 5192
Randolph
St
4418223E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0194 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979725218
0001, -
118.17182701
1 6203
Home Ave
4418224E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0195 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979684488
, -
118.17144898
7 5258
Randolph
St
4418225E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0196 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979624142
, -
118.1709392
5286
Randolph
St
4403924E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0200 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979583974
, -
118.1705797
5318
Randolph
St
4425802E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0197 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979694719
0001, -
118.17054893
8 5318
Randolph
St
823058E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0080 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979502131
0001, -
118.17008097
7 6203 River
Dr
4376551E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0315 Cobra Head Singl
e
Power
ed
Wood 33.976048781
, -
6471
Sherman
1404421E 47W
Type A -
E-55
Overh
ead
118.17496603
4 Way ERL1-0-
06-A3-
30-A-
GRAY
B0316 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975754743
, -
118.17500207
6 6505
Sherman
Way
4376571E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0317 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975435638
0001, -
118.17505697
7 6541
Sherman
Way
1404420E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0318 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975036688
, -
118.17511615
4 6587
Sherman
Way
4376572E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0319 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974765749
, -
118.17516669
6 6609
Sherman
Way
4376573E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0320 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974403824
, -
118.17528915
6 6640
Sherman
Way
4376574E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0322 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973766326
, -
118.17537909
4 6694
Sherman
Way
4376575E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0324 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973434687
0001, -
118.17544631
7 5098 Bell
Ave
820664E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0328 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973136767
, -
118.17537565
7 6756
Sherman
Way
4376577E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0327 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972851230
0001, -
118.17542226
1 6792
Sherman
Way
680908E 47W
Type A -
ERL1-0-
06-A3-
30-A-
E-56
GRAY
B0325 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972548347
, -
118.17558470
2 6835
Sherman
Way
4376578E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0326 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.972235323
0001, -
118.17563675
4 6875
Sherman
Way
4376579E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0312 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.969404486
, -
118.17518614
2 7159
Crafton
Ave
4376594E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
PR349 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975005704
0001, -
118.17644611
5024
Acacia St
4418626E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0579 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971033784
, -
118.19400385
4193 E
Florence
Ave
4452142E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0584 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971065676
, -
118.19636721
2 4024 E
Florence
Ave
4656080E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0585 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.971024292
, -
118.19600838
2 4050 E
Florence
Ave
820638E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0586 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.970995129
0001, -
118.19565332
5 4076 E
Florence
Ave
4452134E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0587 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.970961462
, -
118.19535266
6 4096 E
Florence
Ave
4452133E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0588 Cobra Head Singl
e
Power
ed
Wood 33.970916087
, -
4124 E
Florence
820639E 84W
Type C -
E-57
Overh
ead
118.19497330
1 Ave ERL1-0-
09-C3-
30-A-
GRAY
B0589 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.970868462
0001, -
118.19457021
6 4154 E
Florence
Ave
4452132E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0590 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.970839524
, -
118.19425455
3 4176 E
Florence
Ave
4452131E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0591 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.970223655
, -
118.18833408
4490
Florence
Ave
4452126E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0332 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.976268275
0001, -
118.17583917
7 6457
Alamo Ave
4376614E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0333 Cobra Head Twin Power
ed
Overh
ead
Wood 33.975868406
0001, -
118.17588754
6505
Alamo Ave
820660E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0330 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.975521871
0001, -
118.17583775
2 6542
Alamo Ave
4435304E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0334 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974661780
0001, -
118.17608107
8 6647
Alamo Ave
4376615E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0335 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.974253611
0001, -
118.17614964
2 6709
Alamo Ave
820662E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0336 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.97384478,
-
118.17621393
1 6773
Alamo Ave
4376616E 47W
Type A -
ERL1-0-
06-A3-
30-A-
E-58
GRAY
B0338 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973737569
, -
118.17692230
8 5005 Bell
Ave
4376618E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0337 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973688633
0001, -
118.17647402
2 5015 Bell
Ave
4376617E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0329 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973657784
0001, -
118.17608015
6 5029 Bell
Ave
820663E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0323 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.973497631
, -
118.17552762
1 5092 Bell
Ave
4376576E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0423 Cobra Head Singl
e
Power
ed
Overh
ead
Steel 33.973702568
0001, -
118.18652358
8 4535
Brompton
Ave
636270E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0424 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.973757048
, -
118.18699410
3 4519
Brompton
Ave
4435077E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0800 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.973514524
0001, -
118.18751860
4 6842
Atlantic
Ave
4124105E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0799 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.973268558
, -
118.18755531
7 6874
Atlantic
Ave
4124107E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0798 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.973086710
0001, -
118.18758415
1 6896
Atlantic
Ave
4124109E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
E-59
High
B0797 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.972914103
0001, -
118.18760125
6918
Atlantic
Ave
4124111E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0796 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.972733955
, -
118.18763754
3 6942
Atlantic
Ave
4124113E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0795 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.972537069
0001, -
118.18766654
5 6968
Atlantic
Ave
4124115E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0794 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.972361264
, -
118.18769462
4 6990
Atlantic
Ave
4287518E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0429 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.972302254
0001, -
118.18763947
1 4511 Beck
Ave
4124119E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0793 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.972127603
, -
118.18771817
7 4504 Beck
Ave
4124121E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0792 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.971955929
, -
118.18775489
7000
Atlantic
Ave
4124123E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0791 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.971775634
, -
118.18777777
3 7000
Atlantic
Ave
4611259E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0790 Pendant Pend Singl Power Cement 33.971254819 7040 4124130E 80W
E-60
ant e ed
Below
Groun
d
, -
118.18785555
7 Atlantic
Ave
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0789 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.971073882
, -
118.18787894
2 7072
Atlantic
Ave
4197199E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0788 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.970888472
0001, -
118.18791247
7104
Atlantic
Ave
4124134E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0787 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.970709215
0001, -
118.18794046
5 7134
Atlantic
Ave
4575978E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0786 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.970570701
, -
118.18795605
6 7158
Atlantic
Ave
4124138E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0785 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.970651099
0001, -
118.18821480
5 7169
Atlantic
Ave
4124139E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0784 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.970776566
, -
118.18817960
1 7155
Atlantic
Ave
4613540E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0783 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.970938244
, -
118.18817457
2 7137
Atlantic
Ave
4124135E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0782 Pendant Pend
ant
Singl
e
Power
ed
Cement 33.971094473
0001, -
7121
Atlantic
4124132E 80W
Heritage
E-61
Below
Groun
d
118.18815227
6 Ave M-14
High -
HTG-80-
3K-3-M14
High
B0781 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.971272431
, -
118.18812252
7101
Atlantic
Ave
4124131E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0780 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.971615823
, -
118.18807843
2 7069
Atlantic
Ave
4233529E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0779 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.971817281
, -
118.18804406
6 7047
Atlantic
Ave
4124124E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.971999040
0001, -
118.18801213
1 7029
Atlantic
Ave
4388409E Choose...
B0778 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.972204124
, -
118.18800073
1 7007
Atlantic
Ave
4124120E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0777 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.972351723
, -
118.18796837
7 6997
Atlantic
Ave
4124118E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0776 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.972541792
0001, -
118.18793878
9 6985
Atlantic
Ave
4124116E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0775 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.972718689
, -
118.18790433
9 6973
Atlantic
Ave
4124114E 80W
Heritage
M-18
High -
HTG-80-
E-62
3K-3-M18
High
B0774 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.972974431
0001, -
118.18787030
9 6955
Atlantic
Ave
4287142E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0773 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.97313682,
-
118.18783074
6 6943
Atlantic
Ave
4124110E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0772 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.973304629
, -
118.18781255
8 6931
Atlantic
Ave
4124108E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0771 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.973488802
0001, -
118.18778548
4 6919
Atlantic
Ave
4124106E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0770 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.974005375
, -
118.18770241
9 6865
Atlantic
Ave
4124104E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0769 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.974229404
, -
118.18766880
8 6831
Atlantic
Ave
4124102E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0768 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.974828953
, -
118.18758373
2 6751
Atlantic
Ave
4083318E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0767 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.974959745
, -
118.18756923
1 6733
Atlantic
Ave
4547836E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
E-63
High
B0766 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.975129373
0001, -
118.18753947
5 6711
Atlantic
Ave
4083322E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0765 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.975326844
0001, -
118.18750628
3 6693
Atlantic
Ave
4083325E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0764 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.975507851
, -
118.18748549
6 6677
Atlantic
Ave
4083327E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0763 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.975713588
0001, -
118.18746496
6659
Atlantic
Ave
4158502E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0762 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.975905568
, -
118.18741886
6641
Atlantic
Ave
4158504E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0761 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.976089848
0001, -
118.18739874
3 6625
Atlantic
Ave
4158506E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0760 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.976276300
0001, -
118.18737393
3 6615
Atlantic
Ave
4287509E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0759 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.976441886
, -
118.18733965
1 6593
Atlantic
Ave
4158510E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
E-64
B0758 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.976586216
, -
118.18732154
6 6575
Atlantic
Ave
4158512E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0757 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.976764527
0001, -
118.18729271
2 6553
Atlantic
Ave
4158514E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0756 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.976947471
0001, -
118.18727242
8 6531
Atlantic
Ave
4158516E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0755 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.977134179
0001, -
118.18723739
1 6507
Atlantic
Ave
4158518E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0754 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.977326921
, -
118.18721802
9 6483
Atlantic
Ave
4158520E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0753 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.977508524
, -
118.18717829
9 6461
Atlantic
Ave
4520520E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0752 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.977672059
, -
118.18715927
2 6441
Atlantic
Ave
4751348E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0820 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.977705005
0001, -
118.18689381
7 6428
Atlantic
Ave
4613544E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0819 Pendant Pend Singl Power Cement 33.977503253 6452 4158523E 80W
E-65
ant e ed
Below
Groun
d
0001, -
118.18690622
2 Atlantic
Ave
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0818 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.977315011
, -
118.18693924
7 6472
Atlantic
Ave
4158521E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0817 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.977126864
0001, -
118.18698417
4 6494
Atlantic
Ave
4158519E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0816 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.976923562
, -
118.18700806
2 6518
Atlantic
Ave
4158517E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0815 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.976755359
, -
118.18702189
3 6536
Atlantic
Ave
4158515E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0814 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.976567899
, -
118.18705458
2 6558
Atlantic
Ave
4158513E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0813 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.976426339
0001, -
118.18706086
8 6572
Atlantic
Ave
4158511E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0812 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.976295164
0001, -
118.18706112
6588
Atlantic
Ave
4158509E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0811 Pendant Pend
ant
Singl
e
Power
ed
Cement 33.976091888
, -
6602
Atlantic
4158507E 80W
Heritage
E-66
Below
Groun
d
118.18709531
8 Ave M-18
High -
HTG-80-
3K-3-M18
High
B0810 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.975863171
0001, -
118.18712624
7 6628
Atlantic
Ave
4158505E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0809 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.975700913
, -
118.18717318
6 6646
Atlantic
Ave
4158503E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0808 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.975539588
0001, -
118.18719967
3 6664
Atlantic
Ave
4158501E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0807 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.975306784
0001, -
118.18723504
4 6690
Atlantic
Ave
4083326E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0806 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.975103266
0001, -
118.18727335
6710
Atlantic
Ave
4083323E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0805 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.974950247
, -
118.18729966
9 6730
Atlantic
Ave
4083321E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0804 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.974810306
0001, -
118.18732464
7 6748
Atlantic
Ave
4083319E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0803 Pendant Pend
ant
Singl
e
Power
ed
Below
Cement 33.974639412
, -
118.18733546
6772
Atlantic
Ave
4452074E 80W
Heritage
M-18
E-67
Groun
d
High -
HTG-80-
3K-3-M18
High
B0802 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.974172872
0001, -
118.18740720
9 6804
Atlantic
Ave
4124101E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0801 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.973949453
, -
118.18744098
8 6810
Atlantic
Ave
4287202E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0206 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.9813003, -
118.18555707
7 4520
Randolph
St
823071E 84W
Type B -
ERL1-0-
09-B3-
30-A-
GRAY
B0737 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.981071652
, -
118.18664152
2 6203
Atlantic
Ave
4086429E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0738 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980850905
0001, -
118.18667588
8 6207
Atlantic
Ave
4287223E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0739 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980703080
0001, -
118.18671226
5 6215
Atlantic
Ave
4287222E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0740 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980567148
, -
118.18672601
1 6227
Atlantic
Ave
4734233E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0741 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980424019
0001, -
118.18674051
2 6239
Atlantic
Ave
4086421E 80W
Heritage
M-18
High -
HTG-80-
E-68
3K-3-M18
High
B0742 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980289213
, -
118.18676339
5 6249
Atlantic
Ave
4666347E 80W
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0743 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980117608
0001, -
118.18678753
5 6265
Atlantic
Ave
4086417E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0744 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.979981001
0001, -
118.18681611
7 6275
Atlantic
Ave
4086415E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0745 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.97978261,
-
118.18684620
8 6293
Atlantic
Ave
4086413E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0746 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.979341120
0001, -
118.18690714
4 6321
Atlantic
Ave
4086411E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0747 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.979135638
0001, -
118.18693958
2 6333
Atlantic
Ave
4086409E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0748 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.978957445
, -
118.18697051
2 6345
Atlantic
Ave
4086407E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0749 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.978764491
, -
118.18701015
8 6357
Atlantic
Ave
4188521E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
E-69
High
B0750 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.978576047
, -
118.18702273
1 6369
Atlantic
Ave
4086403E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0751 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.978378470
0001, -
118.18706221
6381
Atlantic
Ave
4086401E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0821 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.978355414
0001, -
118.18678828
9 6380
Atlantic
Ave
4086402E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0822 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.978552114
, -
118.18674344
6 6368
Atlantic
Ave
4086404E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0823 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.97874611,
-
118.18672006
6356
Atlantic
Ave
4086406E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0824 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.978927357
, -
118.18669055
6 6344
Atlantic
Ave
4086408E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0825 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.979126157
0001, -
118.18666189
6332
Atlantic
Ave
4086410E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0826 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.979313281
, -
118.18664479
1 6320
Atlantic
Ave
4086412E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
E-70
B0827 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.979746240
0001, -
118.18657488
6 6294
Atlantic
Ave
4086414E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0828 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.979924582
, -
118.18653741
9 6282
Atlantic
Ave
4086416E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0829 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980078806
0001, -
118.18651788
9 6270
Atlantic
Ave
4086418E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0830 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980240026
, -
118.18649106
7 6258
Atlantic
Ave
4086420E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0831 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980405644
, -
118.18646960
9 6248
Atlantic
Ave
4086422E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0832 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980539808
0001, -
118.18645033
1 6238
Atlantic
Ave
4086424E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0833 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980692259
0001, -
118.18641973
7 6226
Atlantic
Ave
4086426E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0834 Pendant Pend
ant
Singl
e
Power
ed
Below
Groun
d
Cement 33.980829418
, -
118.18641001
4 6218
Atlantic
Ave
4086428E 80W
Heritage
M-18
High -
HTG-80-
3K-3-M18
High
B0835 Pendant Pend Singl Power Cement 33.981043916 6208 4520178E 80W
E-71
ant e ed
Below
Groun
d
, -
118.18636508
7 Atlantic
Ave
Heritage
M-14
High -
HTG-80-
3K-3-M14
High
B0139 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.980196664
0001, -
118.1763581
6205
Wilcox Ave
4422914E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0140 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979761879
0001, -
118.17644812
2 6231
Wilcox Ave
4422915E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0141 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.979319233
0001, -
118.17649101
7 6255
Wilcox Ave
UNKNOWNG
TE99
47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0142 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978881768
0001, -
118.17657016
2 6281
Wilcox Ave
4422916E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0136 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.978074905
, -
118.17655189
6324
Wilcox Ave
4435302E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0135 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.977424077
, -
118.17664953
9 6368
Wilcox Ave
4435303E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0352 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976457919
, -
118.17682882
8 6449
Wilcox Ave
4074781E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0351 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.976215757
, -
118.17666605
1 6474
Wilcox Ave
4074783E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0353 Cobra Head Singl
e
Power
ed
Overh
Cement 33.976101362
0001, -
118.17688792
6489
Wilcox Ave
4074780E 47W
Type A -
ERL1-0-
E-72
ead 06-A3-
30-A-
GRAY
B0350 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.975861951
0001, -
118.17673428
6514
Wilcox Ave
4074779E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0354 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.975689612
0001, -
118.17694575
5 6537
Wilcox Ave
4074778E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0355 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.975351144
0001, -
118.17700317
1 6577
Wilcox Ave
4074777E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0577 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.968843296
, -
118.17332888
5225
Florence
Ave
4786183E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0576 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.968825167
, -
118.17310583
8 5219
Florence
Ave
4786184E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0575 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.968777578
0001, -
118.17272138
5263
Florence
Ave
4786185E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0574 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.968728064
0001, -
118.17230637
2 5285
Florence
Ave
4786186E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0573 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.968673190
0001, -
118.17188903
7 5303
Florence
Ave
4786193E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0572 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.968622167
, -
118.17146851
7 5311
Florence
Ave
4452117E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
E-73
B0571 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.968586594
, -
118.17110499
4 5319
Florence
Ave
4452118E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.968535281
0001, -
118.17076108
4 5339
Florence
Ave
Choose...
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.968493632
, -
118.17037702
5 5361
Florence
Ave
Choose...
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.968454920
0001, -
118.16994024
5 5381
Florence
Ave
Choose...
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.968423983
, -
118.16952684
9 5399
Florence
Ave
Choose...
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.96838488,
-
118.16863719
4 Choose...
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.968287233
0001, -
118.16793764
Choose...
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.968212216
, -
118.1670764
Choose...
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.968105384
0001, -
118.16838372
5 Choose...
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.968197717
0001, -
118.16935234
Choose...
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.968302729
0001, -
118.16983941
5387
Florence
Ave
Choose...
Cobra Head Singl Power Steel 33.968337339 5368
Choose...
E-74
e ed
Below
Groun
d
0001, -
118.17020176
Florence
Ave
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.968385817
0001, -
118.17063041
5350
Florence
Ave
Choose...
B0608 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.968414826
0001, -
118.17113575
5 5320
Florence
Ave
1193484E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0607 Cobra Head Singl
e
Power
ed
Overh
ead
Wood 33.968462589
0001, -
118.17149961
4 5310
Florence
Ave
4452096E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0606 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.968493967
, -
118.17188342
1 5300
Florence
Ave
4786192E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0605 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.96853996,
-
118.17232632
1 5268
Florence
Ave
4786191E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0604 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.968585088
0001, -
118.17274248
2 5242
Florence
Ave
4786190E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0603 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.968608786
0001, -
118.17319929
6 5218
Florence
Ave
4786189E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0602 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.96864859,
-
118.17351923
3 5212
Florence
Ave
4786188E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0578 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.968981936
, -
118.17401083
2 7183
Walker Ave
4786182E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
E-75
B0301 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976360524
, -
118.17285412
9 6401
Walker Ave
4233515E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0731 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976422483
0001, -
118.17308136
3 5180 Gage
Ave
4233514E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0730 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976498759
, -
118.17381762
9 6406
Crafton
Ave
4233501E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0313 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976479843
0001, -
118.17405532
6411
Crafton
Ave
4233323E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0729 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976550938
0001, -
118.17426773
7 5086 Gage
Ave
4233324E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0728 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976594091
, -
118.17471189
4 6406
Sherman
Way
4233325E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0314 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976564599
, -
118.17487550
9 6413
Sherman
Way
4856572E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0727 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976654636
, -
118.17522612
4 5060 Gage
Ave
4856571E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0726 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976690538
0001, -
118.17561253
6406
Alamo Ave
4747926E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0331 Cobra Head Singl
e
Power
ed
Below
Cement 33.976660073
0001, -
118.17577539
6413
Alamo Ave
4233329E 47W
Type A -
ERL1-0-
E-76
Groun
d
06-A3-
30-A-
GRAY
B0725 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.976735548
0001, -
118.17607026
6 5030 Gage
Ave
4233330E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0621 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976944271
, -
118.17631065
9 5015 Gage
Ave
4233339E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0620 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976906204
, -
118.17586306
5 5037 Gage
Ave
4233338E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0134 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976921514
, -
118.17569819
3 6395
Alamo Ave
4233337E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0619 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976848006
0001, -
118.17539904
3 5053 Gage
Ave
4233336E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0618 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976806937
, -
118.17497827
1 5061 Gage
Ave
4233335E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0617 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976761029
, -
118.17459136
3 5089 Gage
Ave
4579536E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0616 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976851860
0001, -
118.17441970
1 6390 Pala
Ave
4233334E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0615 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976712571
0001, -
118.17417645
8 5109 Gage
Ave
4233333E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
E-77
B0614 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976666657
0001, -
118.17369139
8 5125 Gage
Ave
4233332E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0613 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976691168
0001, -
118.17339635
5 6393
Walker Ave
4419630E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0612 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976535118
0001, -
118.17247023
8 5201 Gage
Ave
4341211E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0109 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976557868
, -
118.17228281
9 5215 Gage
Ave
4233504E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0611 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976488741
, -
118.17207352
3 6398
Home Ave
4751332E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0610 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976258072
0001, -
118.17003957
5407 Gage
Ave
4211483E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0609 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976072473
, -
118.16841105
E Gage
Ave
4211485E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0735 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.975911005
0001, -
118.1684398
5412 E
Gage Ave
4211486E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0734 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976097616
0001, -
118.17007410
4 5404 Gage
Ave
4211484E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0733 Cobra Head Singl
e
Power
ed
Below
Cement 33.976306333
, -
118.17198425
5230 Gage
Ave
4734221E 84W
Type C -
ERL1-0-
E-78
Groun
d
5 09-C3-
30-A-
GRAY
B0732 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.976339145
0001, -
118.17233780
4 5212 Gage
Ave
4233516E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0058 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.989145199
0001, -
118.16263482
9 5656
Rickenbac
ker Rd
2186971E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0057 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.989202773
, -
118.16319842
8 5630
Rickenbac
ker Rd
2186972E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0056 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.989253971
, -
118.16380938
5 5604
Rickenbac
ker Rd
2186973E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0055 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.989613733
0001, -
118.16484086
2 5677 I St JBUNKNOW
N8
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0054 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.989951632
, -
118.16584853
5 5647 I St JBUNKNOW
N9
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0053 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.990222021
0001, -
118.16667633
1 5625 I St JBUNKNOW
N10
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0052 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.990523048
0001, -
118.16754119
2 5229 5th
St
JBUNKNOW
N11
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0051 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.990676016
0001, -
118.16798202
9 5587 I St JBUNKNOW
N12
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
E-79
B0050 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.990819817
, -
118.16840696
9 5575 I St JBUNKNOW
N13
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0049 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.990943495
0001, -
118.16883039
5 5561 I St JBUNKNOW
N14
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0048 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.991076349
, -
118.16924053
4 5549 I St JBUNKNOW
N15
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0047 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.991251304
0001, -
118.16968952
5535 I St JBUNKNOW
N16
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0046 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.991400857
, -
118.17012032
8 5523 I St JBUNKNOW
N17
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0045 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.991539768
0001, -
118.17052665
4 5509 I St JBUNKNOW
N18
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0044 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.991684411
0001, -
118.17097062
5315 3rd
St
JBUNKNOW
N19
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0040 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.992444501
0001, -
118.17269767
6 5463 I St JBUNKNOW
N20
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0043 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.992458089
, -
118.17324447
7 5449 I St JBUNKNOW
N21
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0041 Cobra Head Singl
e
Power
ed
Below
Cement 33.992759529
0001, -
118.17361761
5431 I St JBUNKNOW
N22
84W
Type C -
ERL1-0-
E-80
Groun
d
09-C3-
30-A-
GRAY
B0042 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.9927734, -
118.17415205
7 5409 I St JBUNKNOW
N23
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0059 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.989017251
0001, -
118.16421227
3 5241 6th
St
JBUNKNOW
N4
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0060 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.988662655
, -
118.16440159
5285 6th
St
JBUNKNOW
N3
84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0039 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.987690279
, -
118.16436242
3 5613
Mansfield
Way
4287208E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0038 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.987653089
, -
118.16398817
1 5627
Mansfield
Way
4287468E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0037 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.987574217
, -
118.16318887
3 5655
Mansfield
Way
2186953E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0036 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.987513567
0001, -
118.16262686
6 5675
Mansfield
Way
2186954E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0061 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.987861707
, -
118.16161106
4 5404 S
Eastern
Ave
2186957E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0062 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.988333404
0001, -
118.16153235
7 5204 S
Eastern
Ave
4716973E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
E-81
B0063 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.988731765
0001, -
118.16148248
5 5034 S
Eastern
Ave
2186959E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0064 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.989502650
0001, -
118.16134770
4 4882 S
Eastern
Ave
2186960E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0065 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.989978057
, -
118.16128961
8 4860 S
Eastern
Ave
2186961E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0066 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.990478564
0001, -
118.16120085
3 4836 S
Eastern
Ave
2186962E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0067 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.991008072
0001, -
118.16112156
4816 S
Eastern
Ave
2186963E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.996898561
0001, -
118.17092889
5378
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.996897007
, -
118.17093626
6 5378
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.996676403
, -
118.17017352
5387
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.996679001
0001, -
118.17018569
1 5385
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.996599217
, -
118.16994769
5391
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Steel 33.996598015
0001, -
5398
Bandini
Choose...
E-82
Below
Groun
d
118.16994785 Blvd
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.996440569
0001, -
118.16942646
4 5405
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.996440764
0001, -
118.16944281
5405
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.996277860
0001, -
118.16891145
5419
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.996275988
, -
118.16890709
1 5419
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.995964312
0001, -
118.16800257
9 5464
Bandini
Blvd
Choose...
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.995966109
0001, -
118.16799234
3 5437
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.995807870
0001, -
118.16753509
9 5496
Bandini
Blvd
Choose...
Cobra Head Singl
e
Power
ed
Below
Groun
d
Steel 33.995806723
, -
118.16753806
8 5496
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.995656016
0001, -
118.16708875
1 5526
Bandini
Blvd
Choose...
Cobra Head Twin Power
ed
Below
Groun
d
Steel 33.995656203
0001, -
118.16706903
6 5469
Bandini
Blvd
Choose...
B0027 Cobra Head Singl
e
Power
ed
Below
Groun
Steel 33.992081390
0001, -
118.16146571
5696
Bandini
Blvd
JBUNKNOW
N1
84W
Type C -
ERL1-0-
09-C3-
E-83
d 30-A-
GRAY
B0028 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.991249457
, -
118.16136304
3 4813 S
Eastern
Ave
2186964E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0029 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.990745777
, -
118.16143529
5 4825 S
Eastern
Ave
2186965E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0030 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.990255057
0001, -
118.16151483
9 4849 S
Eastern
Ave
2186966E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0031 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.989824522
, -
118.16158642
1 4869 S
Eastern
Ave
2186967E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0032 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.988601833
0001, -
118.16177493
5103 S
Eastern
Ave
2186968E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0033 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.988147831
, -
118.16183762
6 5295 S
Eastern
Ave
2186969E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0034 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.987631434
, -
118.16191876
3 5515 S
Eastern
Ave
2186970E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0026 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.992708800
0001, -
118.16231329
4 4740 Wiley
Post Rd
2186974E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0025 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.992295033
0001, -
118.16265003
4 4790 Wiley
Post Rd
4476079E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0024 Cobra Head Singl Power Cement 33.992313574 5670 2186976E 84W
E-84
e ed
Overh
ead
, -
118.16317135
5 Lindbergh
Ln
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0023 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.992482583
, -
118.16367064
1 5630
Lindbergh
Ln
2186977E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0022 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.992654537
0001, -
118.16411792
3 5620
Lindbergh
Ln
2186978E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0021 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.992925551
, -
118.16473114
3 5604
Lindbergh
Ln
2186979E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0020 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.993125246
, -
118.16521071
3 5592
Lindbergh
Ln
2186980E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0019 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.993379565
0001, -
118.16582447
9 5574
Lindbergh
Ln
2186981E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0071 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.993619361
0001, -
118.16574501
8 4790
Amelia
Earhart
Way
4667260E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0072 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.994119361
0001, -
118.16551242
4758
Amelia
Earhart
Way
2186983E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0073 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.994557641
, -
118.16528342
7 4728
Amelia
Earhart
Way
2186984E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0018 Cobra Head Singl
e
Power
ed
Below
Groun
Cement 33.993609046
0001, -
118.16640735
6 5550
Lindbergh
Ln
2186985E 84W
Type C -
ERL1-0-
09-C3-
E-85
d 30-A-
GRAY
B0017 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.993786771
, -
118.16683430
8 5530
Lindbergh
Ln
2186986E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0016 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.993989759
, -
118.16737555
5520
Lindbergh
Ln
2186987E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0015 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.994159341
0001, -
118.16780512
2 5514
Lindbergh
Ln
2186988E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0074 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.994399512
, -
118.16800360
6 5497
Lindbergh
Ln
4039722E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0075 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.994600682
0001, -
118.16854373
6 5473
Lindbergh
Ln
4039723E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0013 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.994557806
, -
118.16890407
4 5504
Lindbergh
Ln
2186990E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0076 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.994774421
, -
118.16906861
5449
Lindbergh
Ln
4039724E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0012 Cobra Head Singl
e
Power
ed
Overh
ead
Cement 33.994677009
, -
118.16926868
6 5500
Lindbergh
Ln
4083395E 84W
Type C -
ERL1-0-
09-C3-
30-A-
GRAY
B0077 Cobra Head Singl
e
Power
ed
Below
Groun
d
Cement 33.994955044
0001, -
118.16917807
8 5441
Lindbergh
Ln
4039725E 47W
Type A -
ERL1-0-
06-A3-
30-A-
GRAY
B0079 Cobra Head Singl Power Cement 33.995815472 5424 4039728E 47W