HomeMy WebLinkAboutAGENDA REPORT 2018 1107 REG CCSA ITEM 09BCITY OF MOORPARK,
CALIFORNIA
City Council Meeting
of November 7, 2018
ACTION Approved staff
recommendation. Adopted
Reso No. 2018-3760
BY M. Benson
B. Consider Award of Agreement for Turnkey Streetlight Acquisition, and Light
Emitting Diode (LED) Retrofit and Resolution Amending the Fiscal Year 2018/19
Budget to Fund the Project. Staff Recommendation: 1) Approve Agreement for
Streetlight Turnkey Vendor Services with Siemens Mobility, Inc., subject to final
language approval of the City Manager; and authorize the City Manager to
execute the Agreement; and 2). Adopt Resolution 2018 -3760, amending the
Fiscal Year 2018/19 Budget to fund the purchase and acquisition of streetlights in
the City of Moorpark. ROLL CALL VOTE REQUIRED
Item: 9.B.
MOORPARK CITY COUNCIL
AGENDA REPORT
TO: Honorable City Council
FROM: Jessica Sandifer, Community Services Manager
DATE: 11/07/2018 Regular Meeting
SUBJECT: Consider Award of Agreement for Turnkey Streetlight Acquisition,
and Light Emitting Diode (LED) Retrofit and Resolution Amending
the Fiscal Year 2018/19 Budget to Fund the Project
BACKGROUND
On July 26, 2017, the City Council approved the Purchase and Sale Agreement and
Light Pole License Agreement with Southern California Edison (SCE). Subsequent to
that approval staff contracted with the firm of PFM Financial Advisors, LLC (PFM) to
provide comprehensive analysis of the cash flow associated with the electrical rate
change that occurs upon ownership, and any subsequent benefits associated with
reduced consumption upon the transition to LED technology, as well as providing the
City different financing options for the purchase. PFM completed their analysis showing
that the purchase, operation and maintenance of the streetlight system would provide a
net savings to the City of Moorpark and that financing the purchase was not the
preferred option, as the City has cash on hand to make the purchase, and the interest
rates of the bonds are not favorable due to them being taxable bonds, versus tax
exempt. Taxable bonds have to be used to purchase assets for which you may
generate revenue from a for-profit company. Revenue generation opportunities will
present themselves to the City once the City owns the streetlights and various entities
express an interest in co-locating small cell or other facilities on the poles. The
Purchase and Sale Agreement and Light Pole License Agreement were executed in
February 2018. In August 2018, staff was notified that the California Public Utility
Commission (CPUC) approved the City’s acquisition of the streetlight system. SCE is
expecting to begin the transfer of the system in November 2018. In September 2018,
the City Council authorized the release of a Request for Proposals (RFP) to identify a
vendor to assist with acquisition of the streetlight system, retrofit to LED and operational
maintenance.
Item: 9.B.
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DISCUSSION
The RFP for Turnkey Streetlight Services was released on September 11, 2018. The
City received three responses by the extended due date of October 11, 2018. The three
proposers were:
PROPOSER TURNKEY BASE COST
Siemens Mobility, Inc. $542,523
Tanko Streetlighting $594,797
MSL Electric $847,020
Subsequent to the submittal, interviews were scheduled with the three vendors and a
committee of City staff composed of the Public Works Director, Parks and Recreation
Director, Community Services Manager, and Public Works Superintendent. At the
conclusion of the interviews, the Committee unanimously felt that Siemens Mobility ITS
(Siemens) was the preferred vendor for the turnkey services. All of the vendors offered
similar services with similar workflow. The Committee felt that Siemens was more
preferable due to the lower per unit fixture pricing, the fact that the turnkey and retrofit
services are performed by Siemens, versus having a sub-contractor perform the retrofit
or a sub-contractor performing the turn-key services. Siemens is also the company that
currently maintains our traffic signals and the few streetlights we already own, and staff
has been pleased with their work to date. Maintenance will be the most important
component of operating the system, once the acquisition is completed, so the existing
relationship was a bonus for staff as they are familiar with working with the company on
maintenance issues.
Siemens will assist the City with a number of pre- and post-acquisition tasks that need
to be completed including auditing the system to ensure the number of poles to be sold
is accurate; geolocation of the poles to facilitate creation of an identification and
management system; and confirming that the rate change from LS-1 to LS-2 has been
completed for the transferred assets. Staff has also requested that Siemens include the
poles that SCE has identified as “not for sale” and the current LS-2 rated poles in the
system audit, so that the City will have a complete system inventory of all streetlight
poles (except those poles within private gated communities). Siemens will also be
responsible for running photometric studies on certain representative areas in order to
guide the City’s selection of potential fixtures.
An agreement with Siemens for the operations and maintenance work scope will be
brought to City Council at a later date. Staff needs time to incorporate the current
maintenance services for traffic signals and the maintenance for the streetlights into one
document. Once completed the vendor will be responsible for all aspects of maintaining
the streetlight system, including emergency callouts, coordination and replacement of
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knocked down poles, replacement of fixtures (under warranty or out of warranty) and
provision of a call center and online interface for people to give notice when a streetlight
is out or there is graffiti on a pole.
The RFP Cost Proposals requested that the bidder propose an LED fixture that meets
the minimum parameters outlined in the RFP and requires the bidder to provide two test
areas for representative fixtures. The minimum parameters for the fixtures include:
• a light temperature of 3000k (warmer light versus bluer light)
• a 10-year warranty
• provision of a photocell with a 10 year warranty
• include a seven pin receptor for future smart city nodes
Siemens will assist the City with choosing a fixture that meets the parameters identified
in the proposal and meet the additional parameters of:
• best value
• lowest energy usage, while still meeting acceptable safety standards
• reliability
• aesthetically pleasing
Staff would like to note that the actual contract price is higher than the base cost noted
above. Staff has selected some optional services to be added to the turnkey base cost:
• audit not only of the sellable poles, but the unsellable poles as well as the
poles currently owned by the City of Moorpark, so that we have a full
picture of ownership and location of all poles in the City. Add $9,528;
• photometric designs of representative locations within the City. Add
$7,200;
• pole tagging with a tag unique to the City of Moorpark. For consistency,
this tagging will also include the poles currently owned by the City. Add
$24,194;
• Included higher decorative light costs for the fixtures on High Street to
provide budget for more options to choose from since these types of
fixtures are prone to more glare then the typical cobrahead lights. Add
$30,652;
• Includes two fixture piloting areas with six fixtures at locations of the City’s
choosing. Add $1,678.
The prices included in the proposal may be affected by tariffs expected to be
implemented by the Federal government in January 2019. Some LED fixture
manufacturers are capable of holding their pricing, in some cases past the end of the
year. Given the timeline, staff does not believe we will be able to make the fixture
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Page 4
purchase before the end of the year. Staff will make every effort to target manufacturers
that are willing to hold pricing, while staying within the identified parameters. In the
event the a fixture is identified that follows all parameters, but does not offer a pricing
hold past the end of the year, staff has added additional contingency to the agreement
to cover this uncertainty.
Siemens has also included an optional cost to review the remaining parks and parking
lot lighting at City facilities that has not been converted to LED. Staff is evaluating
whether or not to expand the scope of work to include this option. If it is determined to
be beneficial, staff will return to City Council for approval and funding.
FISCAL IMPACT
The cost to acquire the poles from SCE is $1,306,195. The estimated cost to retrofit the
poles is $726,622, which includes a contingency of 15%, for a total estimated project
cost of $2,032,817. Funds have not been budgeted in Fiscal Year 2018/19 for the
acquisition or retrofit. The Special Projects Fund (3004), which accounts for the City’s
excess General Fund reserve, posted a $25,139,632.57 fund balance at June 30, 2018.
In the current year, $760,823 has been committed for the Tierra Rejada Streetscape
Revitalization project; an estimated $24,378,809.57 is available for future use. Staff is
proposing to transfer $2,032,817 General Fund reserve from Special Projects Fund
(3004) to the General Fund (1000); and then appropriating $2,032,817 in SCE
Streetlight Acquisition Project (C0050) to finance this project.
The below chart details the net savings and Return on Investment (ROI) projected over
the next 20 years, inclusive of operations and maintenance costs, and a re-lamp
reserve for future replacement of LED fixtures based on the current agreement pricing:
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The re-lamp reserve amount is set based on the retrofit cost of the LED fixtures of about
$631,860. The initial ROI for the purchase, turnkey services, and retrofit, based on a
total cost of $2,100,000 is 10 years. In year 11, the City will begin realizing savings of
$158,108 annually, which will increase assuming a 4% escalation in savings and costs.
The cumulative savings over the initial 20-year period is expected to be just over
$3,021,414. There may be some adjustment to these savings based on the Clean
Power Alliance (CPA) rate tariff. Staff will update the savings projections at the end of
the retrofit project, since both CPA and SCE will have adopted their rates, providing the
necessary data to perform the analysis.
Year
Gross Savings
(1) O&M (1)
Relamp
Reserve
Deposit
Initial ROI (based
on $2.1 mill
acquisition/retrofit)
Savings After
ROI achieved
$ 2,100,000
1 222,378$ (29,173)$ (31,593)$ 1,938,388$ -$
2 231,273$ (30,340)$ (31,593)$ 1,769,048$ -$
3 240,524$ (31,554)$ (31,593)$ 1,591,670$ -$
4 250,145$ (32,816)$ (31,593)$ 1,405,934$ -$
5 260,151$ (34,128)$ (31,593)$ 1,211,504$ -$
6 270,557$ (35,493)$ (31,593)$ 1,008,034$ -$
7 281,379$ (36,913)$ (31,593)$ 795,161$ -$
8 292,634$ (38,390)$ (31,593)$ 572,509$ -$
9 304,340$ (39,925)$ (31,593)$ 339,688$ -$
10 316,513$ (41,522)$ (31,593)$ 96,290$ -$
11 329,174$ (43,183)$ (31,593)$ -$ 158,108$
12 342,341$ (44,910)$ (31,593)$ 265,837$
13 356,034$ (46,707)$ (31,593)$ 277,734$
14 370,276$ (48,575)$ (31,593)$ 290,108$
15 385,087$ (50,518)$ (31,593)$ 302,976$
16 400,490$ (52,539)$ (31,593)$ 316,358$
17 416,510$ (54,640)$ (31,593)$ 330,276$
18 433,170$ (56,826)$ (31,593)$ 344,751$
19 450,497$ (59,099)$ (31,593)$ 359,805$
20 468,517$ (61,463)$ (31,593)$ 375,461$
6,621,990$ (868,716)$ (631,860)$ 3,021,414$
1 Assumes 4% escalation in savings/costs
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STAFF RECOMMENDATION (ROLL CALL VOTE)
1. Approve Agreement for Streetlight Turnkey Vendor Services with Siemens
Mobility, Inc., subject to final language approval of the City Manager; and authorize the
City Manager to execute the Agreement; and
2. Approve the transfer of $2,032,817 from the Special Projects Fund (3004) to the
General Fund (1000) to finance SCE Streetlight Acquisition Project (C0050),
3 Adopt Resolution 2018-______ amending the Fiscal Year 2018/19 Budget to
fund the purchase and acquisition of streetlights in the City of Moorpark.
Attachments:
1 – Agreement
2 - Resolution
24
AGREEMENT BETWEEN THE CITY OF MOORPARK AND
SIEMENS MOBILITY, INC., FOR STREETLIGHT TURNKEY SERVICES
THIS AGREEMENT, executed as of this ____ day of _________________,
2018, between the City of Moorpark, a municipal corporation (“City”) and Siemens
Mobility, Inc., a corporation (“Contractor”). In consideration of the mutual covenants and
conditions set forth herein, the parties agree as follows:
WHEREAS, City has the need for construction and other services related to
acquisition and LED retrofit for the streetlighting system in the City of Moorpark; and
WHEREAS, Contractor specializes in providing such services and has the proper
work experience, certifications, and background to carry out the duties involved; and
WHEREAS, on November 7, 2018, the City Council of the City of Moorpark
authorized the City Manager to enter into this Agreement after public bidding in
accordance with California Public Contract Code Section 20160, et seq.
NOW, THEREFORE, in consideration of the mutual covenants, benefits, and
premises herein stated, the parties hereto agree as follows:
1. TERM
The term of the Agreement shall be from the date of City Council approval on
November 7, 2018, until completion of the work identified in the Scope of Services and
in conformance with Exhibits C and D, unless this Agreement is terminated or
suspended consistent with Section 6 of this Agreement.
2. SCOPE OF SERVICES
City does hereby retain Contractor in a contractual capacity to provide
construction and other services related to acquisition and retrofit for the streetlighting
system in the City of Moorpark, as set forth in Exhibit C: Contractor’s Bid Proposal,
which exhibit is attached hereto and incorporated herein by this reference as though set
forth in full and hereinafter referred to as the “Proposal” and as set forth in Exhibit D:
City Request for Proposal Documents, which exhibit is attached hereto and
incorporated herein by this reference as though set forth in full and hereinafter referred
to as “Bid Documents”. Where said services as set forth in Exhibits C and D are
modified by this Agreement, or in the event there is a conflict between the provisions of
Exhibit C, Exhibit D, and this Agreement, the language contained in this Agreement
shall take precedence.
Contractor shall perform the tasks described and set forth in Exhibit C and
Exhibit D. Contractor shall complete the tasks according to the schedule of performance
which is also set forth in Exhibit D.
Attachment 1
25
Compensation for the services to be performed by Contractor shall be in
accordance with Exhibit C. Compensation shall not exceed the rates or total value of
six hundred thirty-one thousand eight hundred forty-four dollars and forty-eight cents
($631,844.48) as stated in Exhibit C plus a contingency of ninety-four thousand seven
hundred seventy-seven dollars ($94,777.00) for a total contract value of seven hundred
twenty-six thousand six hundred twenty-one dollars and forty-eight cents ($726,621.48)
without a written amendment to the agreement executed by both parties. Payment by
City to Contractor shall be as referred to in this Agreement.
City and Contractor acknowledge that this project is a public work to which
prevailing wages apply, and that a public work project is subject to compliance
monitoring and enforcement by the California Department of Industrial Relations (DIR).
Contractor agrees to comply with and be bound by all the terms, rules and regulations
described in (a) Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the
California Labor Code, including without limitation Labor Code Section 1771 and (b) the
rules and regulations established by the DIR implementing such statutes, as though set
forth in full herein, including any applicable amendments made thereto during the term
of this Agreement. For every subcontractor who will perform work on this project,
Contractor shall be responsible for subcontractor’s compliance with (a) and (b) and
Contractor shall take all necessary actions to ensure subcontractor’s compliance. Labor
Code Section 1725.5 requires all contractors and subcontractors to annually register
with the DIR before bidding or performing on any public work contract.
3. PERFORMANCE
Contractor shall at all times faithfully, competently, and to the best of Contractor’s
ability, experience, and talent, perform all tasks described herein. Contractor shall
employ, at a minimum, generally accepted standards and practices utilized by persons
engaged in providing similar services as are required of Contractor hereunder in
meeting its obligations under this Agreement.
4. MANAGEMENT
The individual directly responsible for Contractor’s overall performance of the
Agreement provisions herein above set forth and to serve as principal liaison between
City and Contractor shall be Alexander Valenti and no other individual may be
substituted without the prior written approval of the City Manager.
The City’s contact person in charge of administration of this Agreement, and to
serve as principal liaison between Contractor and City, shall be the City Manager or the
City Manager’s designee.
5. PAYMENT
The City agrees to pay Contractor monthly, in accordance with the terms and the
schedule of payment as set forth in Exhibit C and Exhibit D attached hereto and
incorporated herein by this reference as though set forth in full, based upon percentage
of completion of the Scope of Work in Exhibit C and Exhibit D. This amount shall not
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exceed six hundred thirty-one thousand eight hundred forty-four dollars ($631,844.48)
plus a contingency of ninety-four thousand seven hundred seventy-seven dollars
($94,777.00) for a total contract value of seven hundred twenty-six thousand six
hundred twenty-one dollars and forty-eight cents ($726,621.48) for the total term of the
Agreement unless additional payment is approved as provided in this Agreement.
Contractor shall not be compensated for any additional services rendered in
connection with its performance of this Agreement, unless such additional services and
compensation are authorized, in advance, in a written amendment to this Agreement
executed by both parties.
Contractor shall submit invoices monthly for actual services performed. Invoices
shall be submitted on or about the first business day of each month, or as soon
thereafter as practical, for services provided in the previous month. Payment shall be
made within thirty (30) days of receipt of each invoice as to all non-disputed fees. If the
City disputes any of Contractor’s fees it shall give written notice to Contractor within
thirty (30) days of receipt of any disputed fees set forth on the invoice. Contractor shall
provide appropriate documentation, as determined by the City, for all reimbursable
expenses.
6. TERMINATION OR SUSPENSION WITHOUT CAUSE
The City may at any time, for any reason, with or without cause, suspend, or
terminate this Agreement, or any portion hereof, by serving upon the Contractor at least
ten (10) days prior written notice. Upon receipt of said notice, the Contractor shall
immediately cease all work under this Agreement, unless the notice provides otherwise.
If the City suspends or terminates a portion of this Agreement such suspension or
termination shall not make void or invalidate the remainder of this Agreement.
The Contractor may terminate this Agreement only by providing City with written
notice no less than thirty (30) days in advance of such termination. In the event of such
termination, Contractor shall be compensated for such services up to the date of
termination. Such compensation for work in progress shall be prorated as to the
percentage of progress completed at the date of termination.
If the City Manager or the City Manager’s designee determines that the
Contractor is in default in the performance of any of the terms or conditions of this
Agreement, the City may proceed in the manner set forth in Section 6-4 of the
Greenbook.
7. DEFAULT OF CONTRACTOR
The Contractor’s failure to comply with the provisions of this Agreement shall
constitute a default. In the event that Contractor is in default for cause under the terms
of this Agreement, City shall have no obligation or duty to continue compensating
Contractor for any work performed after the date of default and can terminate this
Agreement immediately by written notice to the Contractor. If such failure by the
Contractor to make progress in the performance of work hereunder arises out of causes
Siemen’s Mobility, Inc. Page 3 of 18
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beyond the Contractor’s control, and without fault or negligence of the Contractor, it
shall not be considered a default.
If the City Manager or the City Manager’s designee determines that the
Contractor is in default in the performance of any of the terms or conditions of this
Agreement, he/she shall cause to be served upon the Contractor a written notice of the
default. The Contractor shall have five (5) working days after service upon it of said
notice in which to cure the default by rendering a satisfactory performance. In the event
that the Contractor fails to cure its default within such period of time, the City shall have
the right, notwithstanding any other provision of this Agreement, to terminate this
Agreement without further notice and without prejudice to any other remedy to which it
may be entitled at law, in equity or under this Agreement.
8. LIQUIDATED DAMAGES
If the Contractor fails to complete the work, or any portion thereof, within the time
period required by this Agreement or as duly extended in writing by the City Manager,
Contractor shall forfeit and pay to the City, as liquidated damages, the sum of two
hundred fifty dollars ($250) per day for each calendar day the work, or portion thereof,
remains uncompleted after the above specified completion date. Liquidated damages
shall be deducted from any payments due or to become due to the Contractor under the
terms of this Agreement [Government Code Sec. 53069.85]. Progress payments made
by the City after the above specified completion date shall not constitute a waiver of
liquidated damages by the City.
9. OWNERSHIP OF DOCUMENTS
Contractor shall maintain complete and accurate records with respect to sales,
costs, expenses, receipts, and other such information required by City that relate to the
performance of services under this Agreement. Contractor shall maintain adequate
records of services provided in sufficient detail to permit an evaluation of services. All
such records shall be maintained in accordance with generally accepted accounting
principles and shall be clearly identified and readily accessible. Contractor shall provide
free access to the representatives of City or its designees at reasonable times to such
books and records; shall give the City the right to examine and audit said books and
records; shall permit City to make transcripts therefrom as necessary; and shall allow
inspection of all work, data, documents, proceedings, and activities related to this
Agreement. Notification of audit shall be provided at least thirty (30) days before any
such audit is conducted. Such records, together with supporting documents, shall be
maintained for a period of ten (10) years after receipt of final payment.
Upon completion of, or in the event of termination or suspension of this
Agreement, all original documents, designs, drawings, maps, models, computer files,
surveys, notes, and other documents prepared in the course of providing the services to
be performed pursuant to this Agreement shall become the sole property of the City and
may be used, reused, or otherwise disposed of by the City without the permission of the
Contractor. With respect to computer files, Contractor shall make available to the City,
at the Contractor’s office and upon reasonable written request by the City, the
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necessary computer software and hardware for purposes of accessing, compiling,
transferring, and printing computer files.
10. INDEMNIFICATION AND HOLD HARMLESS
Contractor shall indemnify, defend with legal counsel approved by City, and hold
harmless City, its officers, officials, employees and volunteers from and against all
liability, loss, damage, expense, cost (including without limitation reasonable legal
counsels’ fees, expert fees and all other costs and fees of litigation) of every nature
arising out of or in connection with Contractor's negligence, recklessness or willful
misconduct in the performance of work hereunder or its failure to comply with any of its
obligations contained in this Agreement, except such loss or damage which is caused by
the sole or active negligence or willful misconduct of the City. Should conflict of interest
principles preclude a single legal counsel from representing both City and Contractor, or
should City otherwise find Contractor’s legal counsel unacceptable, then Contractor shall
reimburse the City its costs of defense, including without limitation reasonable legal
counsels fees, expert fees and all other costs and fees of litigation. The Contractor shall
promptly pay any final judgment rendered against the City (and its officers, officials,
employees and volunteers) with respect to claims determined by a trier of fact to have
been the result of the Contractor’s negligent, reckless or wrongful performance. It is
expressly understood and agreed that the foregoing provisions are intended to be as
broad and inclusive as is permitted by the law of the state of California and will survive
termination of this Agreement.
Contractor obligations under this section apply regardless of whether or not such
claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense,
judgment, civil fine or penalty, or liability was caused in part or contributed to by an
Indemnitee. However, without affecting the rights of City under any provision of this
agreement, Contractor shall not be required to indemnify and hold harmless City for
liability attributable to the active negligence of City, provided such active negligence is
determined by agreement between the parties or by the findings of a court of competent
jurisdiction. In instances where City is shown to have been actively negligent and where
City active negligence accounts for only a percentage of the liability involved, the
obligation of Contractor will be for that entire portion or percentage of liability not
attributable to the active negligence of City.
Contractor agrees to obtain executed indemnity agreements with provisions
identical to those set forth here in this Section from each and every subcontractor or any
other person or entity involved by, for, with, or on behalf of Contractor in the
performance of this Agreement. In the event Contractor fails to obtain such indemnity
obligations from others as required here, Contractor agrees to be fully responsible
according to the terms of this Section.
Failure of City to monitor compliance with these requirements imposes no
additional obligations on City and will in no way act as a waiver of any rights hereunder.
This obligation to indemnify and defend City as set forth here is binding on the
successors, assigns, or heirs of Contractor and shall survive the termination of this
Agreement or Section.
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This Indemnity shall survive termination of the Agreement or Final Payment
hereunder. This Indemnity is in addition to any other rights or remedies that the
Indemnitees may have under the law or under any other Contract Documents or
Agreements. In the event of any claim or demand made against any party which is
entitled to be indemnified hereunder, City may, in its sole discretion, reserve, retain, or
apply any monies to the Contractor under this Agreement for the purpose of resolving
such claims; provided, however, City may release such funds if the Contractor provides
City with reasonable assurance of protection of the Indemnitees’ interests. City shall, in
its sole discretion, determine whether such assurances are reasonable.
11. INSURANCE
Contractor shall maintain prior to the beginning of and for the duration of this
Agreement insurance coverage as specified in Exhibit A attached hereto and
incorporated herein by this reference as though set forth in full.
12. INDEPENDENT CONTRACTOR
Contractor is and shall at all times remain as to the City a wholly independent
Contractor. The personnel performing the services under this Agreement on behalf of
Contractor shall at all times be under Contractor’s exclusive direction and control.
Neither City nor any of its officers, employees, or agents shall have control over the
conduct of Contractor or any of Contractor’s officers, employees, or agents, except as
set forth in this Agreement. Contractor shall not at any time or in any manner represent
that it or any of its officers, employees, or agents are in any manner officers,
employees, or agents of the City. Contractor shall not incur or have the power to incur
any debt, obligation, or liability against City, or bind City in any manner.
No employee benefits shall be available to Contractor in connection with the
performance of this Agreement. Except for the fees paid to Contractor as provided in
the Agreement, City shall not pay salaries, wages, or other compensation to Contractor
for performing services hereunder for City. City shall not be liable for compensation or
indemnification to Contractor for injury or sickness arising out of performing services
hereunder.
13. LEGAL RESPONSIBILITIES
The Contractor shall keep itself informed of local, state, and federal laws and
regulations which in any manner affect those employed by it or in any way affect the
performance of its service pursuant to this Agreement. The Contractor shall at all times
observe and comply with all such laws and regulations, including but not limited to the
Americans with Disabilities Act and Occupational Safety and Health Administration laws
and regulations. The City and Contractor shall comply with Exhibit B, California Public
Contract Code Section 9204, when applicable. The City, and its officers and
employees, shall not be liable at law or in equity occasioned by failure of the Contractor
to comply with this Section.
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14. ANTI DISCRIMINATION
Neither the Contractor, nor any subcontractor under the Contractor, shall
discriminate in employment of persons upon the work because of race, religious creed,
color, national origin, ancestry, physical disability, mental disability, medical condition,
genetic information, marital status, sex, gender, gender identity, gender expression,
age, sexual orientation, or military and veteran status of such person; or any other basis
protected by applicable federal, state, or local law, except as provided in Section 12940
of the Government Code. The Contractor shall have responsibility for compliance with
this Section, if applicable [Labor Code Section 1735].
15. UNDUE INFLUENCE
Contractor declares and warrants that no undue influence or pressure is used
against or in concert with any officer or employee of the City in connection with the
award, terms, or implementation of this Agreement, including any method of coercion,
confidential financial arrangement, or financial inducement. No officer or employee of
the City will receive compensation, directly or indirectly from Contractor, or any officer,
employee, or agent of Contractor, in connection with the award of this Agreement or any
work to be conducted as a result of this Agreement. Violation of this Section shall be a
material breach of this Agreement entitling the City to any and all remedies at law or in
equity.
16. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES
No member, officer, or employee of the City, or their designees or agents, and no
public official who exercises authority over or responsibilities with respect to the Project
during his/her tenure or for one (1) year thereafter, shall have any interest, direct or
indirect, in any agreement or sub-agreement, or the proceeds thereof, for work to be
performed in connection with the Project performed under this Agreement.
17. CONFLICT OF INTEREST
Contractor covenants that neither they nor any officer or principal of their firm
have any interests, nor shall they acquire any interest, directly or indirectly, which will
conflict in any manner or degree with the performance of their services hereunder.
Contractor further covenants that in the performance of this Agreement, they shall
employ no person having such interest as an officer, employee, agent, or subcontractor.
Contractor further covenants that Contractor has not contracted with nor is performing
any services directly or indirectly, with the developer(s) and/or property owner(s) and/or
firm(s) and/or partnership(s) and/or public agency(ies) owning property and/or
processing an entitlement application for property in the City or its Area of Interest, now
or within the past one (1) year, and further covenants and agrees that Contractor and/or
its subcontractors shall provide no service or enter into any contract with any
developer(s) and/or property owner(s) and/or firm(s) and/or partnership(s) and/or public
agency(ies) owning property and/or processing an entitlement application for property in
the City or its Area of Interest, while under contract with the City and for a one (1) year
time period following termination of this Agreement.
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18. NOTICE
Any notice to be given pursuant to this Agreement shall be in writing, and all such
notices and any other document to be delivered shall be delivered by personal service
or by deposit in the United States mail, certified or registered, return receipt requested,
with postage prepaid, and addressed to the party for whom intended as follows:
To: City Manager
City of Moorpark
799 Moorpark Ave.
Moorpark, CA 93021
To: Siemens Mobility, Inc.
Attn: Steven Teal and Michael Hutchens
2240 Business Way
Riverside, CA 92501
Either party may, from time to time, by written notice to the other, designate a
different address or contact person, which shall be substituted for the one above
specified. Notices, payments and other documents shall be deemed delivered upon
receipt by personal service or as of the third (3rd) day after deposit in the United States
mail.
19. CHANGE IN NAME
Should a change be contemplated in the name or nature of the Contractor’s legal
entity, the Contractor shall first notify the City in order that proper steps may be taken to
have the change reflected in the Agreement documents.
20. ASSIGNMENT
Contractor shall not assign this Agreement or any of the rights, duties, or
obligations hereunder. It is understood and acknowledged by the parties that Contractor
is uniquely qualified to perform the services provided for in this Agreement.
21. LICENSES
At all times during the term of this Agreement, Contractor shall have in full force
and effect, all licenses required of it by law for the performance of the services in this
Agreement.
22. VENUE AND GOVERNING LAW
This Agreement is made, entered into, and executed in Ventura County,
California, and any action filed in any court or for arbitration for the interpretation,
enforcement or other action of the terms, conditions, or covenants referred to herein
shall be filed in the applicable court in Ventura County, California. The City and
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Contractor understand and agree that the laws of the state of California shall govern the
rights, obligations, duties, and liabilities of the parties to this Agreement and also govern
the interpretation of this Agreement.
23. ENTIRE AGREEMENT
This Agreement contains the entire understanding between the parties relating to
the obligations of the parties described in this Agreement. All prior or contemporaneous
agreements, understandings, representations, and statements, oral or written, are
merged into this Agreement and shall be of no further force or effect. Each party is
entering into this Agreement based solely upon the representations set forth herein and
upon each party’s own independent investigation of any and all facts such party deems
material.
24. CAPTIONS OR HEADINGS
The captions and headings of the various Articles, Paragraphs, Sections, and
Exhibits of this Agreement are for convenience and identification only and shall not be
deemed to limit or define the content of the respective Articles, Paragraphs, Sections,
and Exhibits hereof.
25. AMENDMENTS
Any amendment, modification, or variation from the terms of this Agreement shall
be in writing and shall be effective only upon approval by both parties to this Agreement.
26. TIME OF COMPLETION
City and Contractor agree that time is of the essence in this Agreement. City and
Contractor further agree that Contractor’s failure to perform on or at the times set forth
in this Agreement will damage and injure City, but the extent of such damage and injury
is difficult or speculative to ascertain. Consequently, City and Contractor agree that any
failure to perform by Contractor at or within the times set forth herein shall result in
liquidated damages as defined in this Agreement for each and every day such
performance is late. City and Contractor agree that such sum is reasonable and fair.
Furthermore, City and Contractor agree that this Agreement is subject to Government
Code Section 53069.85 and that each party hereto is familiar with and understands the
obligations of said Section of the Government Code.
27. PRECEDENCE
Contractor is bound by the contents of City’s Request for Proposal Documents
and Proposal, Exhibits C and D attached hereto and incorporated herein by this
reference as though set forth in full. In the event of conflict, the requirements of the
City’s Bid Documents and this Agreement shall take precedence over those contained
in the Proposal.
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28. INTERPRETATION OF AGREEMENT
Should interpretation of this Agreement, or any portion thereof, be necessary, it is
deemed that this Agreement was prepared by the parties jointly and equally, and shall
not be interpreted against either party on the ground that the party prepared the
Agreement or caused it to be prepared.
29. WAIVER
No waiver of any provision of this Agreement shall be deemed, or shall
constitute, a waiver of any other provision, whether or not similar, nor shall any such
waiver constitute a continuing or subsequent waiver of the same provision. No waiver
shall be binding unless executed in writing by the party making the waiver.
30. AUTHORITY TO EXECUTE
The person or persons executing this Agreement on behalf of the Contractor
warrants and represents that he/she has the authority to execute this Agreement on
behalf of the Contractor and has the authority to bind Contractor to the performance of
obligations hereunder.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed the day and year first above written.
CITY OF MOORPARK SIEMEN’S MOBILITY, INC.
_____________________________ _____________________________
Troy Brown, City Manager Steven Teal, Director of Services
______________________________
Michael Hutchens, Operations Manager
Attest:
_____________________________
Maureen Benson, City Clerk
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EXHIBIT A
INSURANCE REQUIREMENTS
Prior to the beginning of and throughout the duration of the Work, Contractor will
maintain insurance in conformance with the requirements set forth below. Contractor
will use existing coverage to comply with these requirements. If that existing coverage
does not meet the requirements set forth here, it will be amended to do so. Contractor
acknowledges that the insurance coverage and policy limits set forth in this section
constitute the minimum amount of coverage required. Any insurance proceeds available
to City in excess of the limits and coverage required in this Agreement and which is
applicable to a given loss, will be available to the City.
Contractor shall provide the following types and amounts of insurance:
Commercial General Liability
Commercial General Liability Insurance shall be provided by an Insurance
Services Office “Commercial General Liability” policy form CG 00 01 or the exact
equivalent. Defense costs must be paid in addition to limits. There shall be no cross
liability exclusion for claims or suits by one insured against another. Limits shall be no
less than $2,000,000 per occurrence for all covered losses and no less than $4,000,000
general aggregate.
Contractor’s policy shall contain no endorsements limiting coverage beyond the
basic policy coverage grant for any of the following:
a. Explosion, collapse or underground hazard (XCU)
b. Products and completed operations
c. Pollution liability
d. Contractual liability
Coverage shall be applicable to City for injury to employees of contractors,
subcontractors, or others involved in the project. Policy shall be endorsed to provide a
separate limit applicable to this project.
Workers’ Compensation
Workers’ Compensation insurance shall be provided on a state-approved policy
form providing statutory benefits as required by law with employers’ liability limits no
less than $1,000,000 per accident for all covered losses.
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Business Auto Coverage
Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 06 92
including symbol 1 (Any Auto) or the exact equivalent shall be provided. Limits shall be
no less than $1,000,000 per accident, combined single limit. If Contractor owns no
vehicles, this requirement may be satisfied by a non-owned auto endorsement to the
general liability policy described above. If Contractor or Contractor’s employees will use
personal autos in any way on this project, Contractor shall provide evidence of personal
auto liability coverage for each such person.
Excess or Umbrella Liability
Excess or Umbrella Liability insurance (Over Primary) if used to meet limit
requirements, shall provide coverage at least as broad as specified for the underlying
coverages. Coverage shall be provided on a “pay on behalf” basis, with defense costs
payable in addition to policy limits. There shall be no cross liability exclusion precluding
coverage for claims or suits by one insured against another. Coverage shall be
applicable to City for injury to employees of contractor, subcontractors, or others
involved in the Work. The scope of coverage provided is subject to the approval of city
following receipt of proof of insurance as required herein. Limits are subject to review.
Insurance procured pursuant to these requirements shall be written by insurers
that are admitted carriers in the state of California and with A.M. Best rating of A- or
better and a minimum financial size of VII.
Contractor and City agrees as follows:
1. Contractor agrees to endorse the third party general liability coverage required
herein to include as additional insureds City, its officials, employees, agents,
using standard ISO endorsement No. CG 2010 with an edition date prior to 1992.
Contractor also agrees to require all contractors, subcontractors, and any one
else involved in any way with the project contemplated by this Agreement to do
likewise.
2. Any waiver of subrogation express or implied on the part of the City to any party
involved in this Agreement or related documents applies only to the extent of
insurance proceeds actually paid. City, having required that it be named as an
additional insured to all insurance coverage required herein, expressly retains the
right to subrogate against any party for sums not paid by insurance. For its part,
Contractor agrees to waive subrogation rights against City regardless of the
applicability of any insurance proceeds, and to require all contractors,
subcontractors, or others involved in any way with the project contemplated by
this Agreement to do likewise.
3. All insurance coverage maintained or procured by Contractor or required of
others by Contractor pursuant to this Agreement shall be endorsed to delete the
subrogation condition as to the city, or to specifically allow Contractor or others
providing insurance herein to waive subrogation prior to a loss. This
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endorsement shall be obtained regardless of existing policy wording that may
appear to allow such waivers.
4. It is agreed by Contractor and City that insurance provided pursuant to these
requirements is not intended by any party to be limited to providing coverage for
the vicarious liability of City, or to the supervisory role, if any, of City. All
insurance coverage provided pursuant to this or any other Agreement (express
or implied) in any way relating to City is intended to apply to the full extent of the
policies involved. Nothing referred to here or contained in any agreement
involving City in relation to the project contemplated by this Agreement is
intended to be construed to limit the application of insurance coverage in any
way.
5. 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.
6. All coverage types and limits required are subject to approval, modification, and
additional requirements by the City, as the need arises. Contractor shall not
make any reductions in scope of coverage (e.g. elimination of contractual liability
or reduction of discover period) that may affect City’s protection without City’s
prior written consent.
7. Proof of compliance with these insurance requirements, consisting of binders of
coverage, or endorsements, or certificates of insurance, shall be delivered to City
at or prior to the execution of this Agreement. In the event such proof of
insurance is not delivered as required, or in the event such insurance is canceled
or reduced at any time and no replacement coverage is provided, City has the
right, but not the duty, to obtain any insurance it deems necessary to protect its
interests under this or any other Agreement and to pay the premium. Any
premium so paid by City shall be charged to and promptly paid by Contractor or
deducted from sums due Contractor, at City option.
8. Contractor agrees to endorse, and to required others to endorse, the insurance
provided pursuant to these requirements, to require 30 days notice to City and
the appropriate tender prior to cancellation or reduction of such liability coverage
and notice of any material alteration or non-renewal of any such coverage, and to
require contractors, subcontractors, and any other party in any way involved with
the project contemplated by this Agreement to do likewise.
9. It is acknowledged by the parties of this Agreement that all insurance coverage
required to be provided by Contractor or any subcontractor, and any other party
involved with the project who is brought onto or involved in the project by
Contractor, is intended to apply first and on a primary non-contributing basis in
relation to any other insurance or self insurance available to the City.
10. Contractor agrees to ensure that subcontractors, and any other party involved
with the project who is brought onto or involved in the project by Contractor,
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provide the same minimum insurance coverage required of Contractor.
Contractor 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 Agreement. Contractor agrees that upon request, all
agreements with subcontractors and others engaged in this project will be
submitted to City for review.
11. Contractor agrees not to self-insure or to use any self-insured retentions or
deductibles on any portion of the insurance required herein and further agrees
that it will not allow any contractor, subcontractor, architect, engineer, or other
entity or person in any way involved in the performance of Work on the project
contemplated by this Agreement to self-insure its obligations to City. If
Contractor’s existing coverage includes a deductible or self-insured retention, the
deductible or self-insured retention must be declared to the City. At that time the
City shall review options with the Contractor, which may include reduction or
elimination of the deductible or self-insured retention, substitution of other
coverage, or other solutions.
12. The City reserves the right at any time during the term of this Agreement to
change the amounts and types of insurance required by giving the Contractor 90
days advance written notice of such change. If such change results in substantial
additional cost to the Contractor, the City will negotiate additional compensation
proportional to the increased benefit to City.
13. For purposes of applying insurance coverage only, all contracts pertaining to the
project will be deemed to be executed when finalized and any activity
commences in furtherance of performance under this Agreement.
14. Contractor acknowledges and agrees that any actual or alleged failure on the
part of City to inform Contractor of non-compliance with any insurance
requirement in no way imposes any additional obligations on City nor does it
waive any rights hereunder in this or any other regard.
15. Contractor will renew the required coverage annually as long as City, or its
employees or agents face an exposure from operations of any type pursuance to
this Agreement. This obligation applies whether or not the Agreement is canceled
or terminated for any reason. The insurance shall include but not be limited to
products and completed operations and discontinued operations, where
applicable. Termination of this obligation is not effective until City executes a
written statement to that effect.
16. Contractor agrees to waive its statutory immunity under any workers’
compensation statute or similar statute, in relation to the City, and to require all
subcontractors and any other person or entity involved in the project
contemplated by this Agreement to do likewise.
17. Requirements of specific coverage features are not intended as limitations on
other requirements or as a waiver of any coverage normally provided by any
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given policy. 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.
18. Any provision in any of the construction documents dealing with the insurance
coverage provided pursuant to these requirements, is subordinate to and
superseded by the requirements contained herein. These insurance
requirements are intended to be separate and distinct from any other provision in
this Agreement and are intended by the parties to be interpreted as such.
19. All liability coverage provided according to these requirements must be endorsed
to provide a separate aggregate limit for the project that is the subject of this
Agreement and evidencing products and completed operations coverage for not
less than two years after issuance of a final certificate of occupancy by all
appropriate government agencies or acceptance of the completed work by City.
20. Contractor agrees to be responsible for ensuring that no contract used by any
party involved in any way with the project reserves the right to charge City or
Contractor for the cost of additional insurance coverage required by this
Agreement. Any such provisions are to be deleted with reference to City. It is not
the intent of City to reimburse any third party for the cost of complying with these
requirements. There shall be no recourse against City for payment of premiums
or other amounts with respect thereto.
21. Contractor agrees to obtain and provide to City a copy of Professional Liability
coverage for Architects or Engineers on this project. Liability limit should be
$1,000,000, per claim and in the aggregate..
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EXHIBIT B
PUBLIC CONTRACT CODE SECTION 9204
9204. (a) The Legislature finds and declares that it is in the best interests of the state
and its citizens to ensure that all construction business performed on a public works
project in the state that is complete and not in dispute is paid in full and in a timely
manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing
with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section
19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part
3, this section shall apply to any claim by a contractor in connection with a public works
project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or
certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties
for delay assessed by a public entity under a contract for a public works project.
(B) Payment by the public entity of money or damages arising from work done by, or on
behalf of, the contractor pursuant to the contract for a public works project and payment
for which is not otherwise expressly provided or to which the claimant is not otherwise
entitled.
(C) Payment of an amount that is disputed by the public entity.
(2) “Contractor” means any type of contractor within the meaning of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code
who has entered into a direct contract with a public entity for a public works project.
(3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B),
a state agency, department, office, division, bureau, board, or commission, the
California State University, the University of California, a city, including a charter city,
county, including a charter county, city and county, including a charter city and county,
district, special district, public authority, political subdivision, public corporation, or
nonprofit transit corporation wholly owned by a public agency and formed to carry out
the purposes of the public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that
department.
(ii) The Department of Transportation as to any project under the jurisdiction of that
department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of
that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under
its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part
3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department.
(vi) The Department of General Services as to all other projects.
(vii) The High-Speed Rail Authority.
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(4) “Public works project” means the erection, construction, alteration, repair, or
improvement of any public structure, building, road, or other public improvement of any
kind.
(5) “Subcontractor” means any type of contractor within the meaning of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code
who either is in direct contract with a contractor or is a lower tier subcontractor.
(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the
claim applies shall conduct a reasonable review of the claim and, within a period not to
exceed 45 days, shall provide the claimant a written statement identifying what portion
of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public
entity and a contractor may, by mutual agreement, extend the time period provided in
this subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim.
(C) If the public entity needs approval from its governing body to provide the claimant a
written statement identifying the disputed portion and the undisputed portion of the
claim, and the governing body does not meet within the 45 days or within the mutually
agreed to extension of time following receipt of a claim sent by registered mail or
certified mail, return receipt requested, the public entity shall have up to three days
following the next duly publicly noticed meeting of the governing body after the 45-day
period, or extension, expires to provide the claimant a written statement identifying the
disputed portion and the undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and
made within 60 days after the public entity issues its written statement. If the public
entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity
fails to respond to a claim issued pursuant to this section within the time prescribed, the
claimant may demand in writing an informal conference to meet and confer for
settlement of the issues in dispute. Upon receipt of a demand in writing sent by
registered mail or certified mail, return receipt requested, the public entity shall schedule
a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer
conference, if the claim or any portion of the claim remains in dispute, the public entity
shall provide the claimant a written statement identifying the portion of the claim that
remains in dispute and the portion that is undisputed. Any payment due on an
undisputed portion of the claim shall be processed and made within 60 days after the
public entity issues its written statement. Any disputed portion of the claim, as identified
by the contractor in writing, shall be submitted to nonbinding mediation, with the public
entity and the claimant sharing the associated costs equally. The public entity and
claimant shall mutually agree to a mediator within 10 business days after the disputed
portion of the claim has been identified in writing. If the parties cannot agree upon a
mediator, each party shall select a mediator and those mediators shall select a qualified
neutral third party to mediate with regard to the disputed portion of the claim. Each party
shall bear the fees and costs charged by its respective mediator in connection with the
selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim
remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including,
but not limited to, neutral evaluation or a dispute review board, in which an independent
third party or board assists the parties in dispute resolution through negotiation or by
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issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this
section.
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the
mediation conducted pursuant to this section shall excuse any further obligation under
Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes
under private arbitration or the Public Works Contract Arbitration Program, if mediation
under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time
periods described in this subdivision or to otherwise meet the time requirements of this
section shall result in the claim being deemed rejected in its entirety. A claim that is
denied by reason of the public entity’s failure to have responded to a claim, or its failure
to otherwise meet the time requirements of this section, shall not constitute an adverse
finding with regard to the merits of the claim or the responsibility or qualifications of the
claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at
7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim
against a public entity because privity of contract does not exist, the contractor may
present to the public entity a claim on behalf of a subcontractor or lower tier
subcontractor. A subcontractor may request in writing, either on his or her own behalf or
on behalf of a lower tier subcontractor, that the contractor present a claim for work
which was performed by the subcontractor or by a lower tier subcontractor on behalf of
the subcontractor. The subcontractor requesting that the claim be presented to the
public entity shall furnish reasonable documentation to support the claim. Within 45
days of receipt of this written request, the contractor shall notify the subcontractor in
writing as to whether the contractor presented the claim to the public entity and, if the
original contractor did not present the claim, provide the subcontractor with a statement
of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or
specifications for any public works project that may give rise to a claim under this
section.
(f) A waiver of the rights granted by this section is void and contrary to public policy,
provided, however, that (1) upon receipt of a claim, the parties may mutually agree to
waive, in writing, mediation and proceed directly to the commencement of a civil action
or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable
change order, claim, and dispute resolution procedures and requirements in addition to
the provisions of this section, so long as the contractual provisions do not conflict with or
otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017.
(h) Nothing in this section shall impose liability upon a public entity that makes loans or
grants available through a competitive application process, for the failure of an awardee
to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is
repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes
or extends that date.
(Added by Stats. 2016, Ch. 810, Sec. 1. (AB 626) Effective January 1, 2017. Repealed
as of January 1, 2020, by its own provisions.)
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EXHIBIT C – PROPOSAL
PRICE SCHEDULE
Streetlight Audit and Design Services
Siemens will provide field inspection of all streetlight poles in the City maintained right-of-way.
This includes assessing all available system data provided by the City and Southern California
Edison (SCE), having a GIS technician visit each streetlight and document associated
attributes, and creating a database of all streetlight poles identified in the field. Once the audit is
completed Siemens will develop up to five (5) photometric studies of roadways, such as major
arterial roadway, collector street, residential street, commercial street, and industrial street.
These studies, along with evaluation of the typical roadway geometries will guide the fixture
selection and design process. Siemens will also provide the City with a fixture evaluation study
where multiple qualitative and quantitative factors will be evaluated. This will then lead to a
potential fixture pilot of two locations and up to 6 fixtures, which will then lead to a final fixture
selection. Once the fixture is selected then Siemens will perform a final system design and
place an order for material.
Table 1. Streetlight Audit and Design Services Price Schedule
Task Price
Systemwide field audit of streetlights
(Approximately 2,627 poles @ $23.94/pole) $62,890.38
Streetlight design services $7,200.00
Piloting six (6) fixtures at two locations $1,678.00
Audit and Design Grand Total $71,768.38
LED Conversion
Siemens will provide LED conversion services of the fixtures selected and approved by the City.
Once the material has been selected Siemens will purchase and install the LED fixtures with
Siemens technicians. Siemens will coordinate with City staff in scheduling the LED installation
activities and will provide the City with periodic progress updates. During the fixture installation
Siemens staff will affix a City approved pole tag to each streetlight pole and will update the
database with the appropriate information.
The schedule of values in Table 3 below represents the total cost for LED conversion services
for the Leotek fixtures specified in the proposal, inclusive of sales tax. It should be noted that
currently the LED fixture market is volatile, with anticipated price fluctuations to occur during the
streetlight audit and design phase. In addition, material cost varies between different
manufactures and model numbers. Once the final material is specified then the final LED
conversion price will be provided to the City.
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Table 2. Preliminary LED Conversion Price Schedule
Fixture Type LS-1
Fixture
Quantity
LS-2
Quantity
Total
Fixture
Quantity
LED Turnkey Extended Price
High pressure sodium
cobrahead 2,319 120 2,439 $495,325.15
High pressure sodium
decorative post top 45 - 45 $40,556.25
LED fixture subtotal 2,364 120 2,484 $535,881.40
Streetlight pole tagging (2,349 poles @ $10.30/pole) $24,194.70
LED Conversion Grand Total $560,076.10
Optional Services
Siemens can provide the City with lighting audit and design services related to the parks and
city owned parking lots. This service would involve a field audit of lights and the lighting design
of subject areas. Should the City opt to proceed with the design recommendation Siemens will
provide a subsequent quote for installation of LED fixtures at these locations.
Table 3. Optional Service Price Schedule
Parks audit and design services $25,220.00
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1
City of Moorpark
Turn Key Streetlight Services
P&R-2018-2
Siemens Mobility ITS
October 11, 2018
45
2
Table of Contents
Cover Letter......................................................................................................................................3
Required Forms.................................................................................................................................4
Siemens Signature Authority Form.........................................................................................5
Bid Signature Page.................................................................................................................12
Questionnaire Form...............................................................................................................13
Non-Collusion Form...............................................................................................................1 8
Designation of Subcontractors...............................................................................................2 0
Industrial Safety Record Form................................................................................................2 1
Addenda Acknowledgements................................................................................................2 2
Statement of Qualifications...............................................................................................................3 7
Experience..............................................................................................................................37
Organizational Chart..............................................................................................................3 8
Resumes and Personnel.........................................................................................................3 8
Reference Form......................................................................................................................4 2
Project Understanding.......................................................................................................................4 3
Project Understanding Overview...........................................................................................4 3
Approach to Completing Scope Tasks....................................................................................4 4
Quality Control, Budget, and Schedule Control.....................................................................5 1
Risks, Issues, and Mitigations................................................................................................5 3
Optional Smart Technology Integration................................................................................5 3
Tasks/Schedule.................................................................................................................................5 5
Exceptions and Assumptions............................................................................................................5 6
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47
4
Required Forms
48
49
50
51
52
53
54
55
56
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B-12
DESIGNATION OF SUBCONTRACTORS
[Public Contract Code Section 4104]
List all Subcontractors who will perform Work or labor or render service to the Contractor in or
about the construction of the Work or improvement, or a Subcontractor licensed by the State of
California who, under subcontract to the Contractor, specially fabricates and installs a portion of
the Work or improvement according to detailed drawings contained in the Plans and
Specifications, in an amount in excess of one-half percent (0.5%) of the Contractor’s total Bid
or, in the case of bids or offers for the construction of streets or highways, including bridges, in
excess of one-half percent (0.5%) of the Contractor’s total Bid or $10,000, whichever is greater.
If all Subcontractors do not fit on this page, attach another page listing all information for all
other Subcontractors.
Name under which
Subcontractor is
Licensed
and Registered
CSLB License
Number(s) and
Class(es)
DIR
Contractor
Registration
Number
Address and Phone
Number
Type of Work
(e.g.,
Electrical)
Percentage
of Total Bid
(e.g., 10%)1
1 The percentage of the total Bid shall represent the “portion of the work” for the purposes of Public Contract Code
Section 4104(b).
CDM Smith Inc. 1000043289 75 State Street, Suite 701
Boston, MA 02109
Field Data Collection/
Audit 10.3%
64
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66
CITY OF MOORPARK
JANICE S. PARVIN
Mayor
ROSEANN MIKOS, Ph.D.
Councilmember
DAVID POLLOCK
Councilmember
KEN SIMONS
Councilmember
MARK VAN DAM
Councilmember
PARKS, RECREATION & COMMUNITY SERVICES DEPT. | 799 Moorpark Avenue, Moorpark, CA 93021
Main City Phone Number (805) 517-6200 | Fax (805) 532-2550 | moorpark@moorparkca.gov
September 28, 2018
ADDENDUM NO. 1
for
Streetlight Turnkey Request for Proposals
Identification No. P&R-2018-2
NOTICE IS HEREBY GIVEN to all bidders and plan holders that the plans and specifications for
the above described project are hereby amended as follows:
Bid Due Date Extension:
The Bid Due date has been extended to October 11, 2018 at 4:30 p.m.
Last day to submit RFI’s will be Friday, October 5, 2018 at 4:00 p.m.
Clarification:
Q1: Section I. Background/Project Description - The City mentions a "one hundred percent
(100%) streetlight inventory audit of all Edison streetlight assets available for purchase." Does
the City also wish to have any fixtures identified by SCE as not purchasable be audited as well?
This has been standard procedure for many Southern California projects. It can be listed in the
"additional services" section if desired.
A1: Yes
Q2: Also, please confirm whether the HPS streetlights within gated communities that serve
private streets will be required to be included in the audit for this project. If so, please provide an
estimated quantity for these.
A2: No
Q3: Does the City wish for the photocell to come with a 10 year warranty to match the cobrahead
fixture? Is there a specification for photocells that proposers should adhere to?
A3:Yes, a 10-year warranty. There is no specification for photocells.
Q4: Does the City wish for decorative retrofits to come with a 10 year warranty to match the
cobrahead fixtures?
A4:Yes
Q5: Section III.A.3.d. The City mentions "installation of demo fixtures at two locations". How
many fixtures are estimated to be installed? Should proposers include pricing for Piloting in the
"additional services" section of the cost proposal sheet or will each fixture installed via a pilot be
billed at the turn-key unit price in the cost sheets?
A5: We do not know how many fixtures. Please include a per fixture cost for the demonstration
fixtures in the additional services section of the cost proposal sheet.
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Addendum No. 1
Streetlight Turnkey Services
Page 2
Q6: Where should proposers include the cost of streetlight tags? Should this be done in the
individual line items or as "additional services". Is there a City specification for streetlight tag
material or orientation?
A6: Please include cost of streetlight tags in additional services. The City has no specification on
material or orientation and would be looking to Contractor to assist City with making these
decisions.
Q7: The City asks proposers to "Remove SCE tags". However, our experience has been that
SCE does not allow outside contractors to do this. SCE has claimed they will remove the tags in
their own time. Can the City please confirm if this task would still be required?
A7: Please include a cost to remove SCE tags in additional services. If the services are not
needed due to SCE not allowing it, then they won’t be used.
Q8: Can the City provide any existing specification documents on the decorative lights?
A8: The only information we have is that they are a King Acorn Fixture on Washingtonian Poles.
Q9: The City's current cost proposal sheet includes decorative lights within the 100W, 150W and
200W line items. However, pricing for these lights can greatly differ from cobraheads. Can the
City amend the cost proposal sheet to separate the decorative lights from the cobrahead lights?
A9: Per the note on the pricing sheet, please use line #3 for the decorative fixture pricing within
the 100W, 150W, and 200W line items. There will only be two cobra head options in these
ranges.
Q10. Appendix A.1: The quantity listed of 2,229 does not match the total of fixtures in Appendix
A.2 of 2,362. Can the City please confirm which quantity is correct?
A10: SCE has identified 2,229 poles of the 2,367 poles for sale. See Appendix E. The difference
of 133 is for poles with a dual mast or additional fixture. Vendors to price accordingly
Q11. Appendix A.2 - Are proposers being asked to also audit the 14 bridge lights? Should pricing
for this item as "Lump Sum" include all scope of work requested for the other 2,229 streetlights?
A11: There are no lights to audit, as they do not currently exist. This is a request to design a
system and add lights to a pedestrian bridge, where there are none. The quantity of lights to be
installed is being changed from 14 lights to 4 lights.
Q12. Section III.B.1.d. - indicates that "measurement of light output with a light meter" is part of
the routine maintenance for this project. Why is this part of the maintenance? This is not
standard to maintenance contracts. How often is this required?
A12: Not required.
Q13. Section III.B.1. The City has defined routine maintenance as "inspections, routine cleaning,
testing of emergency/life safety features". However, the pricing model requested in Appendix-B
on a "Per fixture/pole/month". The City's current definition of routine maintenance would normally
be done as a part of weekly callouts and billed at the hourly rate structure listed. The requested
"per fixture/pole/mo" billing structure is typically designed to cover the call center, website and
management of maintenance callouts. Can the City please clarify the requested billing structure?
A13: Per the Cost sheet in Appendix B, the City requests a per pole/mo cost for routine
maintenance of the poles. There is a separately line item for monthly cost for the call center.
These prices are to be separated. Routine maintenance as stated is monthly. How the
68
Addendum No. 1
Streetlight Turnkey Services
Page 3
Contractor executes the maintenance is up to the Contractor, so long as all items noted in B. 1. d
(with exception noted in previous question) are met during the month.
Q14. Section III.B.1.m - Are the night checks required to be on a quarterly basis or less frequent?
A14: Night checks are to be quarterly.
Q15. Section III.B.1.n - Can the City please provide an estimate of the percentage of poles will
likely need graffiti abatement annually?
Q16: Section III.B.1.p - Can the City please provide an estimate of the percentage of missing pole
box covers that will likely need replacement annually?
Q17: Section III.B.1.q - Can the City please provide an estimate of the percentage of missing pole
handhole covers that will likely need replacement annually?
Q18: Section III.B.1.q - Can the City please provide an estimate of the percentage of missing pole
handhole covers that will likely need repair annually?
Q19: Section III.B.1.t- Can the City please provide an estimate of the percentage of knockdowns
that will likely need replacement annually?
A15-19: We don’t have an estimate of any of these items, as we are not currently involved
intimately with remedying them. City suggests proposers use your best guess for a reasonably
safe City, with a system of this size. The RFP states 40 knockdowns a year, we are revising that
quantity to 20 knockdowns, but we are not clear on how many knockdowns need complete
replacement.
Q20: Can the City please clarify if sales tax is to be included in the cost sheets? If so, please
confirm the sales tax rate for the City and whether bidders should include it as a separate line
item on the sheet. If so, what sales tax rate should be used?
A20: Sales tax in Moorpark is 7.25%. Sales tax does not need to be included on the Cost
proposal sheets, but please type “plus applicable sales tax” on the cost sheets.
Q21: Please confirm whether Liquidated Damages will be calculated based on each working day
or each calendar day.
A21: Liquidated damages are to be calculated on working days.
Q22. Page B-8 of the Questionnaire Form, #15 - Are bidders required to disclose any matters
related specifically to contracts for this section or is this section requiring disclosure on broader
matters, such as insurance matters, employment matters, etc.?
A22: The request is for disclosure on contractual matters.
Q23: Sample Contract for Turn-Key Services - Exhibit A - Insurance Requirements - Section 21 -
Is this coverage relevant to this project? If not, can the City consider waiving this requirement for
this project?
A23: This coverage is required for this project.
Q24: Appendix D - General Provisions - Section 2-4 - When are the bonds required? Is 100% of
the contract amount required for both the turn-key contract bonds and the maintenance contract
bonds (industry standard for maintenance contract bonds is 25% of the contract amount)?
A24: The bond for the turn-key contract will be 100% of the retrofit amount. The bond for the
maintenance contract will be for one year of maintenance contract cost during the initial term. The
City may consider reducing the bond during future renewal terms based on Contractor
performance during the initial term. 69
Addendum No. 1
Streetlight Turnkey Services
Page 4
Q25. Appendix D - General Provisions - Section 7 - Please confirm that the contractor is not
responsible for unforeseen field conditions, such as locations impacted by government transit
entities and/or CalTrans, locations impacted by high voltage, locations with 480V fixtures, etc. If
the City cannot confirm this, what kind of assumptions should bidders use to generate pricing for
these conditions?
A25: As stated at the bidder meetings, any poles that impact Los Angeles Avenue or Moorpark
Avenue will potentially impact CalTrans Right of Way and Contractors should include costs for
encroachment permits required to work in this area. Please review the inventory list included as
Appendix E to make accommodations for these scenarios. Any other unforeseen conditions such
as field conditions, high voltage locations etc. the Contractor will not be responsible for.
Q26. Please confirm that the City understands that locations with no power will be SCE's
responsibility to remedy and that these locations may impact the project schedule if not remedied
by SCE in a timely fashion.
A26: City understands that items requiring SCE performance will impact the project schedule.
Q27. Appendix D - General Provisions - Section 7-15.1 - Please confirm whether 3% of the
project valuation will be required for the Construction and Demolition Ordinance and, if so,
whether this will apply to both the turn-key contract and the maintenance contract and whether it
will be retained from invoices or if the contractor will be required to provide an upfront payment.
A27: The Construction and Demolition Ordinance will apply to the turn-key contract only and 3%
will be required to be paid upfront as a deposit.
Q28: Appendix D - General Provisions - Section 10-5 - Please confirm that tree trimming
impacting any streetlight locations with this project will be the responsibility of the contractor to
identify and the responsibility of the City to remedy.
A28: City will remedy tree trimming impacting any streetlight locations.
Q29: Will the selected firm be able to use Excess limits to accomplish the requested General
Liability limits in the City's insurance requirements?
A29: Yes. That is acceptable.
Q30: Section 6-8 of the Appendix D General Provisions states that the work must be completed
within 120 working days from the Notice to Proceed (NTP). Will the NTP be given prior to the
construction phase or at the time of contract execution?
A30: The Notice to Proceed for the 120 working days will start after material has been ordered
and lead times have been established.
Q31: Also, does the number of working days include any delays that may be caused by SCE? If
so, would the selected firm be responsible for those SCE delays?
A31: No, delays by SCE will not be the responsibility of the selected firm.
Q32: Will the City be holding 5% retention for the maintenance contract as well?
A32: No.
Q33: Are the traffic control plans a general MUTCD drawings? Or are they specific to each
location? For bidding purposes, does the City know how many locations will require individual
traffic control plans? Do they need to be engineer stamped plans? If so, what scale? 70
Addendum No. 1
Streetlight Turnkey Services
Page 5
A33: Traffic control is per MUTCD. For bidding purposes, a typical traffic control plan for
residential streets, collector streets, and arterials should be developed. The typical details should
be stamped by an Engineer. They don’t have to be to scale, but they should either call out
dimensions or reference the appropriate charts.
Q34: Specs state (2) hour response time which is industry standard. Will the (1) hour response
time discussed at the pre-bid meeting stand?
A34: One hour is the standard response time requested by the Public Works Department, who
will be managing the contract.
Q35: Should Appendix B, Cost for Operations and Maintenance, also be included in a separate
envelope with Appendix A?
A35: Yes.
Q36: Will the required forms be excluded from the page count?
A36: Yes
Q37: Will the proposal cover (not the cover letter) count towards the page limit?
A37: No
Q38: Do the milestones provided in the proposal (p.30, E) correspond to the liquidated damages
or is simply tied to the 120 Working days following the NTP?
A38: It’s tied to the 120 Work Days following the NTP.
Q39: Please confirm termination for default requires a material default and please provide terms
of the Greenbook procedure (p.33 (Section 6).
A39: Termination can be for default or no default. Section 6-4 of the the 2018 Standard
Specifications for Public Works Construction (the “Greenbook”). Copies of the document can be
obtained here: https://www.bnibooks.com/product/2018-greenbook-public-works. It is
recommended that all bidders become familiar with the Greenbook as it is referenced throughout
the contract and specifications.
Q40: Please confirm whether the City would accept a deviation to a 10 day notice for suspension
or termination and increase to 30 days. Please confirm that payment for work performed under
Section 6 includes materials that have been purchased but not yet installed and facilities for
storage of materials and so on, as required by the Contract, and reasonable termination costs for
products already purchased or cancellation of service, product, or subcontractor contracts.
A40: No deviation to the 10-day notice. Payment will be provided for work up to the date of
termination and costs of materials purchased but not yet installed.
Q41: Please confirm that an extension of time would be provided, with respect to LDs and timely
performance, to any necessary work by City or Utility (p.86).
A41: Time extensions will be allowed for work that impacts the Contractor’s scheduled but is
outside of Contractor’s control.
Q42:As maintenance services include the cost of bucket trucks, service trucks and cranes, should
these costs be included in the rates or can a separate rate table be submitted?
A42: Please include these costs in the rates.
71
Addendum No. 1
Streetlight Turnkey Services
Page 6
Q43: On page 21 of the PDF, the city refers to, ""The submitted proposer will need to assist City
with selection of fixtures that keep the light profile from the City-owned LED streetlights similar to
these adjacent lights.” Can the City please clarify what they mean by light profile? Does this refer
to the color of the light or the appearance of the fixture housing?
A43: The color of the light.
Q44: On page 69 of the PDF, the bid schedule states that there are decorative fixtures within the
100,150, 200 wattages. As the price for these are different than the cobraheads, should
responders put in a separate line item for these fixtures or can the price be presented in the
additional table?
A44: See A.10
Q45: The price to install the decorative fixtures will also be different than the cobraheads and
would need to be presented separately to the labor rate for cobraheads.
A45: If cost to install decorative fixtures is different than include a separate line for labor cost in
the Appendix.
Q46: For the optional scope to install lighting at the city-owned pedestrian bridge at the terminus
of Leta Yancy Road. No quantities are provided. Can the City please provide fixture quantities to
be replaced?
A46: See A.12
Q47: Does the City wish to upgrade certain components of the infrastructure, such as re-wiring
and bracket replacements as part of the LED conversion? If yes, could the City provide an
approximate percentage to be considered as installation allowances?
A47: Potentially upgrading components could become an issue. Please provide a cost per pole in
Additional Services for this potential upgrade.
Q48: In section 3 (j) it states, “Train City personnel in all aspects of installation, routine operation,
maintenance and safety of the LED fixtures installed”, please provide details on this task e.g how
many days required, or number of staff involved.
A48: Contractor required to determine how much training would be involved to train certain City
staff. At this point, we’d anticipate training for nine staff members.
This addendum shall be made part of the above referenced project. Full compensation for all
work and requirements of this addendum shall be considered as included in the appropriate price
bid and no additional compensation will be allowed therefore.
72
73
CITY OF MOORPARK
JANICE S. PARVIN
Mayor
ROSEANN MIKOS, Ph.D.
Councilmember
DAVID POLLOCK
Councilmember
KEN SIMONS
Councilmember
MARK VAN DAM
Councilmember
PARKS, RECREATION & COMMUNITY SERVICES DEPT. | 799 Moorpark Avenue, Moorpark, CA 93021
Main City Phone Number (805) 517-6200 | Fax (805) 532-2550 | moorpark@moorparkca.gov
October 4, 2018
ADDENDUM NO. 2
for
Streetlight Turnkey Request for Proposals
Identification No. P&R-2018-2
NOTICE IS HEREBY GIVEN to all bidders and plan holders that the plans and specifications for
the above described project are hereby amended as follows:
Clarification regarding Non-Proprietary Software: Proposers may submit proposals utilizing
Proprietary software, however, this should be clearly identified in the proposal statement and
proposers are certifying that if they are selected, that specific provisions will be added to the
Contract that provide for transfer of the data in the system, as well as, other provisions deemed
necessary by the City to allow for transition to a new contractor, should the contract be terminated
or not renewed.
Clarification:
Q1: Please confirm whether Section 19 and 20 of the proposed Contracts (p.38, 56) means the
following, and if not, whether the City would be open to a deviation such that Contractor would be
permitted to assign the Contract to an affiliate whereby the personnel/business would be the
same, but within a different legal structure, although will have the same majority owner parent
company.
A1: The City would consider transfer to affiliated companies, so long as the parent company
remains, and there is appropriate notification, documentation, and amendment of the agreement.
Q2: Please confirm whether the City would be open to a deviation to limit or cap liquidated
damages (RFP p.3, p. 34; Contract Section 8). Please confirm what the specified deadlines for
completion are and whether there is a sole deadline or multiple deadlines. P.91 references this,
but is unclear whether it is referring to final completion of all accepted together. Please confirm
whether the City will accept a force majeure exception/allowance for cost and schedule (and relief
from LDs).
A2: The City will always consider force majeure exceptions for LD relief. LD’s are charged based
on contractor negligence, not items outside the contractor’s control. Contractor would be liable for
unexcused delays including those caused by subcontractor’s, suppliers, etc. Total completion
time for the retrofit work is 120 days and is when the LD’s would apply. The City will not cap
liquidated damages.
Q3:Please confirm that "Proposer's Examination of Site and Contract Documents" clause intends
that Contractor bears the risk for current, existing conditions of performance, not future conditions
not caused by contractor (e.g., 3rd party interference, acts of God, etc.)
A3: Correct.
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Addendum No. 2
Streetlight Turnkey Services
Page 2
Q4: Please confirm whether the City will accept change in law and force majeure provisions such
that Contractor can seek relief for schedule or cost impact due to changed laws/regulations or
force majeure, as exceptions to the "Contract Pricing" provision (RFP p.6).
A4: The City will consider such provisions subject to approval by Risk Management.
Q5: Please confirm whether Renewal (RFP p.6) requires mutual agreement in writing by the
parties and negotiation on price escalation, if any.
A5: Yes.
Q6: Please confirm whether the City would accept a limitation of liability under the Contract,
limiting the liability to the value of the Contract.
A6: No, City will not accept limitation of liability.
Q7: Please confirm that default (and associated liability) under the Contract would result from
Contractor's material breach only (RFP p.7; p. 34; Contract Section 7). Please confirm whether
the cure period could be extended, or modified to state that contractor shall in good faith
commence curing the offending condition (rather than completion, if such a condition could take
additional time).
A7: Regarding part 1 of question No. Regarding Part 2 if Contractor is making good faith efforts,
the City Manager would have the discretion on a case by case basis to modify the cure period,
however, the language in the contract will remain.
Q8: Please confirm that Default (RFP p.7; p. 34; Contract Section 7) and associated liability only
applies to a successful proposer and applies only to material and any associated liability is limited
to the value of the Contract .
A8: Default and associated liability would apply to the awarded contractor. Liability will not be
limited to the value of the Contract.
Q9: Please confirm that risk of loss transfers upon City acceptance.
A9: It does not – the agreement requires an endorsement for completed operations
Q10: Please provide details on the particulars of the maintenance pricing for renewals, and
pricing particulars generally (e.g., labor and materials, just labor; escalation/renegotiation of rates
or prices; unit price or time and materials, or flat monthly fee) (p25-28).
A10: If the question is whether or not we would accept negotiation of price increases for
renewals, then the answer is yes. However, it is expected that the maintenance pricing will hold
for the initial two year term.
Q11: Please confirm whether the City will accept a modification to Section 10 (p.35) and Section
11 (p. 53) and all other relevant clauses to limit liability/indemnification as follows: limited to the
value of the contract only and excluding any consequential or incidental damages; limited to 3rd
party injury or property damage; limited to Contractor's sole negligence, recklessness, and willful
misconduct (and excluding liability for any of City's actions); and conditioning the
liability/indemnification on Contractor ability to control the defense with City's agreed cooperation
and City's agreement not to agree to any liability or settlement except as agreed with Contractor
(p. 105)
A11: No, the City will not accept limitations on liability.
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Addendum No. 2
Streetlight Turnkey Services
Page 3
Q12: Please confirm that any exceptions/deviations will take precedence over all other
documents where approved by the City (p.40, Section 27).
Please provide further details on the insurance coverage period, which is seemingly unlimited
(and could extend past the term and termination of the Contract), or confirm that a deviation could
be accepted to limit it to the term/termination of the contract. (p.44 #15)
A12: The City’s Bid Documents and the Agreement will take precedence. Insurance coverage
period can vary but typically is required for as long as there is a statutory exposure.
Q13: The order of precedence on p.31 is in conflict with the order of precedence on p.39, which
are both in the same document and therefore level of precedence. In addition, p.81 order of
precedence is in conflict with both of those, as are several terms within that exhibit, which sits on
the same order of precedence according to one of the Contract terms. The exhibits all sit on the
same level and some are in conflict, or have a stated additional level of precedence (e.g., the
insurance exhibit A). Please clarify the intended order of precedence.
A13: The City’s Agreement and the City’s RFP document takes precedence over all other noted
items.
Q14: Please confirm that the indemnification on p.91 is subject to the provisions in the sample
contracts.
A14: Yes.
Q15: Please confirm whether contractor can provide access to audit materials rather than
providing them (p. 102)
A15: It would depend upon the size of the audit and be determined on a case by case basis.
Q16. Section III.A.3.h. - what are the City's "appropriate inspection procedures" for this project?
A16: Appropriate inspection procedures include proper testing of voltage, confirmation of a
working fixture and photocell, and providing punch list and commissioning report. The
Commissioning Report is applicable to all the components of the project as part of the final
turnover. This includes a full inventory of all the City's streetlights, reconciling the inventory audit
with Edison's streetlight information prior to each phase of poles purchased by the City, retrofit of
all poles to LED fixtures, evaluation of the pole, evaluation of the wire condition after removal of
HPS fixture for compliance with California Electrical Codes as applicable, confirmation that
lighting output complies with the approved submittal, creation of the inventory system including
tagging every streetlight, and facilitating all SCE LED rebate submittals.
Q17: Section III.2.a. - please confirm that photometric studies are required for the project. If so,
how many? What are the requirements? Can they be manufacture-generated?
A17: Please include costs for five photometric studies produced by a lighting engineer. The City
would look for representative studies of an Major Arterial roadway, Collector street, residential
street, Commercial Street, and industrial Street. Requirements will vary based on the location, but
will generally be done to ensure lighting standards are achieved for safety, and comply with the
City’s lighting ordinance. On the cost sheet under additional services please add costs for
additional photometric studies, per study, in case additional studies are needed outside of the
initial five studies.
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Addendum No. 2
Streetlight Turnkey Services
Page 4
Q18: Past SCE retrofit projects have required “ state certified electricians” to work on SCE street
light facilities and wire. Will this be the case on this project?
A18: Contractor will have to comply with SCE requirements in place at the time.
Q19: Addenda 1 Q/A #13. The City requests a cost per pole/month for routine maintenance
including cleanings, testing and inspections. Can the City please define how many per month of
each activity it is requesting to include in this cost?
A19: The RFP anticipates that the Contractors will keep the streetlights in good working order
consistent with generally accepted standards of care. Monthly cleaning of the lens is not required,
but ensuring that the lights are in good working order, not damaged, and operational are the main
goals. There is not a specified number of poles per month that need to be worked on. Contractor
should look at maintenance requirements for ALL poles over an annual period, and break it down
in to a monthly cost per pole.
Q20: Addenda 1 Q/A #30: Can the City please confirm that the notice to proceed will not be
issued until after material receipt?
Q21: Yes.
Q21. With regards to the City's A27 in Addendum 1, why can't the Construction and Demolition
Ordinance be a 3% holdback? Also, is the 3% just for the construction phase and required to be
paid at the time the NTP has been issued for construction? Otherwise, it seems like an unfair
amount of the firm's capital to be tied up for the project planning phase of the project when it
really only applies to the construction phase.
A21: The deposit is “up to” 3% and is capped at $25,000. The City will consider holding it back on
the invoicing, depending on further analysis by the Solid Waste Division.
Q22: With regards to the City's A43 in Addendum 1, what if the adjacent fixtures aren't consistent
with the City's 3K color temperature specification?
A22: The Consultant’s work under this contract is intended to help the city determine which
fixtures will get us light parity with adjacent fixtures, while trying to achieve a color temperature
close to the City’s specification.
Q23: With regards to the City's A45 in Addendum 1, should bidders list the standard installation
cost for Cobra Head fixtures and then just list the differential additional cost for the Decorative
fixtures installations in the adder section (e.g. total Cobra Head install cost is $150, total
Decorative install cost is $200, should just $50 be listed in the adder section for the additive
Decorative fixture cost?
A23: List the cost to install the decorative fixture total, not the differential cost.
This addendum shall be made part of the above referenced project. Full compensation for all
work and requirements of this addendum shall be considered as included in the appropriate price
bid and no additional compensation will be allowed therefore.
[acknowledgement of receipt of Addendum, next page]
77
78
CITY OF MOORPARK
JANICE S. PARVIN
Mayor
ROSEANN MIKOS, Ph.D.
Councilmember
DAVID POLLOCK
Councilmember
KEN SIMONS
Councilmember
MARK VAN DAM
Councilmember
PARKS, RECREATION & COMMUNITY SERVICES DEPT. | 799 Moorpark Avenue, Moorpark, CA 93021
Main City Phone Number (805) 517-6200 | Fax (805) 532-2550 | moorpark@moorparkca.gov
October 5, 2018
ADDENDUM NO. 3
for
Streetlight Turnkey Request for Proposals
Identification No. P&R-2018-2
NOTICE IS HEREBY GIVEN to all bidders and plan holders that the plans and specifications for
the above described project are hereby amended as follows:
Clarification:
Q1: Does the City have a staging area for the LED conversion project that would
accommodate roll off dumpsters and storage containers for the LED fixtures?
A1: Yes.
Q2: In Appendix B the rate table for operations and maintenance does not include the hourly
rate for the service truck, bucket truck nor crane that would be needed to perform any
additional "not regular maintenance" activities. As this is a significant portion of the service
cost, should responders provide this information for the City for evaluation purposes?
A2: If the use of this equipment, cannot be included within the provided hourly rate, than yes,
please submit a separate schedule.
Q3: In Appendix B the hourly rate table includes a designation "Streetlight Maintenance
Worker". As the streetlight work required for maintenance involves the making or breaking of
electrical connections, only electricians can perform this work. Can the City please confirm that
only workers with the following California Department of Industrial Relations (DIR)
classifications can be utilized for this hourly rate schedule: Comm & System Installer, Inside
Wireman, Cable Splicer, Transportation Systems Wireman, and Transportation Systems
Technician.
A3: Proposer can change the title on Appendix B, however, it’s only important for purposes of
the proposal to know the hourly rate. The awarded proposer will have to properly classify the
worker’s for purposes of prevailing wage reporting. It is assumed that proposer will use the
appropriate classification of worker that is qualified to perform the work.
This addendum shall be made part of the above referenced project. Full compensation for all
work and requirements of this addendum shall be considered as included in the appropriate price
bid and no additional compensation will be allowed therefore.
[acknowledgement of receipt of Addendum, next page]
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Statement of Qualifications
Experience
Siemens has 83 locations in the State of California
with 3,474 employees. Our regional base of opera-
tions for street lighting projects is our Anaheim facil-
ity at 1026 E. Lacy Avenue, Anaheim CA, 92805. This
facility houses our project staff, administrative staff,
logistics personnel, and has a 5,000 sq. ft warehouse.
For the project in Moorpark we will utilize a remote
facility in Camarillo, CA which will support our two
technicians that service the area, as well as stage
project supplies. Further, we have additional field re-
sources that live within 30 miles of the City and will be
available to respond to emergency calls, as needed.
Siemens has more than enough staff to be able to
perform the work for this project, exceeding expec-
tations and bringing the project to completion on
time and within budget. Siemens has the experience,
financial strength, and processes to ensure we ex-
ceed the City’s expectations in this project. Siemens
represents a unique partner as we operate concur-
rently as a technology manufacturer, an electrical
contractor, and an Energy Services Company (ESCO).
Siemens Mobility, Inc. has over 30,000 employees.
The Siemens Team offers many unique differ-
entiators that you will not find in other teams:
• Siemens has delivered nearly 200,000
LED streetlight retrofits around the US, many
of which are similar in size to Moorpark.
• Siemens has installed over 25,000
streetlight control nodes and the gateways/
access points that enable communications
back to a centralized, cloud-based server.
• Siemens and CDM Smith have created a
web-based GIS tool that can provide the City with
real-time dashboards and reporting on the status
of the project, management of installation issues,
and the basis for a future asset management tool.
• Siemens has experience working on large,
multi-million-dollar projects that entail coordi-
nation with numerous stakeholders and small-
er city projects involving multiple departments.
• Siemens consistently completes projects
within budget and ahead of our projected timeline.
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Organizational Chart
Resumes and Personnel
Siemens Team Roles and Responsibilities
Name Role Responsibilities
Gary Kochetkov Senior Project
Manager
Total Project Oversight including personnel, budget, procure-
ment, subcontractors, stakeholder communications, issue reso-
lution
Michael Hutchens Area Operations
Manager
Onboarding and training of field staff, safety assurance, quality
checks, maintenance oversight
Megan Wagner Commercial Proj-
ect Manager
Management of financial responsibilities including project bud-
get and contract requirements
Alex Valenti Account Man-
ager
Interface with City, coordination with SCE, support the project
team, confirming project requirements
Kylon Waterbury Lead Energy En-
gineer
Oversight of audit team, calculation of energy savings, billing
adjustments and rebates, design and fixture selection, utility
analysis
Noureann Mitchell Procurement
Manager
Oversight of the procurement of fixtures and supplies, manage
deliveries and contracts
Shenoa Townsend Service Account
Manager
Manage maintenance service contract, interface to City for
maintenance contract
David Molino Lead Field Instal-
lation Technician
Daily operations, supervision of field staff, quality checks, re-
sponsible in absence of PM, perform safety meetings.
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Eric Pescatore CDM Smith Audit
Sub-PM
Develop the GIS installation map, manage the audit crews,
perform quality checks
Colin Landis Lead Tech for
Maintenance
Supervise daily maintenance activities and crew. Perform main-
tenance tasks & perform safety meetings.
Please find on the following page the resume for our Project Manager for this project. Experience for
other key team members can be found following our Project Manager’s resume.
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Gary Kochetkov, Project Manager
Mr. Kochetkov has been with Siemens for over 4 years. He has
proven himself adept at managing large and complex projects
while working for Siemens Light Rail and Energy business units,
including projects in San Diego, Portland, and Denver, as well as
the role of Assistant Project Manager for Siemens’ $140 million
wind turbine project in Scotland. Several months ago, Mr.
Kochetkov was promoted to Siemens ITS to lead our Energy and
LED conversion projects in California. He operates out of the
Siemens’ Anaheim office. Mr. Kochetkov has already become a
tremendous asset in managing projects like Santa Ana; Western
Riverside Council of Governments- Murrieta, Moreno Valley;
Santa Monica; Huntington Beach; and Rancho Palos Verdes.
Mr. Kochetkov has experience in construction, energy, and
engineering, with excellent communication skills and customer
service. He has worked for Washington DC utility company, PepCo
Exelon, which provides him with a unique perspective into the
mindset of utility companies and the acquisition process.
Relevant Project Experience
Huntington Beach, CA LED Conversion
9/2013 – ongoing (Completed Phases 1-4: 8/2018)
For this project Mr. Kochetkov has assumed the project
management including completing Phase 4 and moving the
project into Phase 5. The Huntington Beach Streetlight
Conversion Project involved lighting in the streets and in parking
garages. Siemens provided initial and detailed audits, SCE
acquisition assistance, rebate assistance, construction work, and
maintenance, as well as the conversion of over 12,000 fixtures.
Santa Ana Streetlight
4/2018- ongoing (anticipated completion 1/2019)
Mr. Kochetkov is the project manager for this project. Which
included 8,000 fixtures being converted to LED fixtures, a mix of
cobrahead and decorative fixtures. He has the project on
schedule and in budget, with no change orders needed.
Rancho Palos Verdes
4/2018 – ongoing (anticipated completion 4/2019)
For Rancho Palos Verdes Siemens is tasked with assisting the City
with the acquisition from SCE, converting 1,800 fixtures to LEDs,
and the maintenance and operations of the system. Mr.
Kochetkov has worked closely with the City and SCE for a smooth
acquisition and inventory reconciliation. We are now in the
installation phase. This project is currently on budget and meeting
schedule milestones.
Education
Master’s Degree, Electrical
Engineering. George
Washington University,
Washington DC
Bachelor’s Degree,
Electrical and Computer
Engineering, Stuttgart,
Germany
Siemens Graduate Program,
Project Management
Areas of Expertise
Management of complex
and diverse projects
Engineering centric
Project management of
multi-agency projects
Stakeholder
communication
SCE Acquisition Process
Years of Experience
4
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Other Key Team Members
Name Role in Project Education Experience Certifications/Afflia-
tions
Alex Valenti Account
Manager
B.S.,
Environmental
Science,
University of
California,
Berkley
Account Manager for California,
including all projects listed as
reference projects. 9 years of
comparable experience.
Professional Certifica-
tion, Project Manage-
ment, San Francisco
State University.
Association of Energy
Engineers. CA Street
Light Association.
Kylon
Waterbury
Energy
Engineer
B.S., Industrial
Distribution,
Texas A&M
University
Energy Engineer for CA, includ-
ing all projects listed as refer-
ence projects. 22 years of light-
ing, energy management, and
design experience.
National Council on
Qualifications for Light-
ing Professions, Lighting
Certified.
OSHA 10.
Member of IENSA
Dave Molino
Lead Tech/Site
Foreman-
responsible in
absense of PM
High School
graduate
Lead technician/installer for
many CA projects, including all
projects listed as reference proj-
ects. 30 years of experience in
street lighting. Also experienced
in troubleshooting, crew man-
agement, and construction.
IMSA Work Zone Safety,
IMSA Level I, II
Certified Traffic Signal
Technician, CA State/
NEC Certified Electri-
cian.
Bucket Truck Certified.
Eric Pescatore GIS Audit
Supervisor
B.S.,
Geography,
Clark University
GIS Task Manager, Sub-PM. 13
years of experience developing
GIS data for municipal clients
and managing GIS audit crews.
Certified GIS Profession-
al, Institute for Sustain-
able Infrastructure,
Envision Sustainability
Professional,
Certified Flood Plain
Manager.
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B-6
REFERENCES
PROPOSAL # P&R 2018-02
Streetlight Turnkey Services
City of Moorpark, California
For your proposal to be considered, the firm must meet minimum qualifications.
Contractor to have verifiable experience completing similar LED retrofit installation
projects and/or managing municipal streetlight maintenance operations for at least
three separate public agencies over the past two years. Project information to be
provided on References Sheet and should include project description, year
completed, client name, along with a person to contact and their telephone number
1.
Name and Address of Owner / Agency
Name and Telephone Number of Person Familiar with Project
Contract Amount Type of Work Date Completed
2.
Name and Address of Owner / Agency
Name and Telephone Number of Person Familiar with Project
Type of Work Date Completed
Name and Telephone Number of Person Familiar with Project
Contract Amount Type of Work Date Completed
City of Huntington Beach, CA PO Box 190, Huntington Beach, CA 92648
Bob Stacheslski 714-536-5523
$3.6M LED Conversion
City of Rialto, CA 150 S. Palm Ave, Rialto, CA 92376
Amy Crow 909-421-7221
3/2017
Contract Amount
3. Rancho Palos Verdes, CA, 30940 Hawthorne Bld, Rancho Palos Verdes, CA 90275
Name and Address of Owner / Agency
$1.4 million LED Conversions
Installations 8/2018. Maint. 2022
Lauren Ramezani 310-544-5425
$578,000 LED Conversion Audit- 9/2018, installation 12/2018
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Project Understanding
Project Understanding Overview
Having provided the City with traffic signal main-
tenance for over 13 years, our team is excited at
the opportunity to provide the City with excellent
streetlight turnkey services. A detailed description
of our process is provided in the following pag-
es, but a summary of our services is found below:
• We will facilitate all SCE
communications with
John King and Tiffany
Botello and the rest of
the SCE team. We have
been through this ac-
tivity many times and
know the steps to keep
SCE accountable and keep the process moving.
• Our team will perform a comprehensive GIS/
GPS audit of all SCE and City owned street-
lights. Using a high-quality GIS survey com-
pany, CDM Smith, for this task brings addi-
tional quality controls to the data collection
which is key to having a successful project.
• Utilizing the audit data, we will reconcile the bill-
ing data with past SCE bills and the SCE asset trans-
fer audit inventory. This will allow for an accurate
scope for the installation and provide a clear pic-
ture of what the City should be paying SCE. For a
recent customer this analysis yielded a $14,000/
year credit for billing mistakes in the city’s favor.
• Our engineering team will then evaluate the
roadway geometries and available products on
the market to design a LED replacement program
using the IES RP-8 guidelines. Our engineer, Ky-
lon Waterbury, has extensive roadway lighting
experience
and provides
a high lev-
el of design
unmatched
by our com-
petition.
• Our LED fixture installation process is extreme-
ly efficient while maintaining excellent qual-
ity. The technicians are Siemens employees
managed by Siemens project managers- the
City can rest assured there will be no finger
pointing between prime and subcontractors.
• Siemens has been the traffic signal maintenance
provider for the City of Moorpark for over 13
years and will seamlessly integrate the streetlight
scope into our services organization. Our techni-
cians are familiar with the City and City staff and
this relationship is a significant value to the City.
At the beginning of each project, the Sie-
mens Project Manager first identifies all rel-
evant project requirements and creates a
requirements traceability matrix. Requirements
are identified from the customer input both from
the RFP and other communications we have had
since award, our experience in SCE Acquisition/
LED conversion projects, and industry best prac-
tices (IESNA, OSHA, IMSA, etc.). Each requirement
has a resource assigned, due date, required out-
put for completion, next actions, and how to vali-
date its completion. This list is constantly reviewed
and updated throughout the term of the contract.
Following the identification of all requirements,
a project plan and schedule is developed in Mic-
rosoft Project. Using this tool, the project manag-
er ensures all tasks are completed on time, with-
in budget and with strict adherence to the agreed
upon scope- adding detailed requirements, specific
milestones, and project objectives based on clear
inputs, outputs, and recommended activities. The
lifecycle of a project is characterized by a series of
phases through which the project passes until the
end of warranty. Each phase ends with a milestone
that is set as a checkpoint to evaluate the achieve-
ment of the defined outputs and to guide the proj-
ect in a structured and efficient way. Siemens has
proven through hundreds of LED conversion proj-
ects our expertise and commitment to excellence.
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Siemens approach to the work of this project will be one that provides not only the best solution for the City
of Moorpark, but also one that benefits the near and long-term goals of the City. Communication with the
City and the City appointed stake-holders is considered a key value of this project. We value the stance the
City is taking to reduce its carbon footprint, use innovative technologies, meet the needs of its constituents,
and become a leader in sustainability. Siemens approach to this project will reflect these common held goals.
Siemens has calculated this project to be able to reach completion in approximately 6 months from
the beginning of Acquisition to Project Completion and Acceptance, not including Maintenance. This
timeline of course is dependent upon the date of the notice to proceed, the time involved for the ac-
quisition, and the schedule of the utility provider who currently owns the poles. With our years of ex-
perience, we know what it takes to get a project of this size and scope completed. We have ensured
that adequate staff and equipment is at our disposal to meet this timeline and have discussed our
needs with our subcontractors. Siemens is committed to making this project successful for Moorpark.
Approach to Completing Scope Tasks
Final Valuation Audit and Lighting Assessment
Siemens will conduct a detailed investigation of billing records, maps, and City records to finalize the list of
street lights for replacement. We will conduct an inspection of street lights for final verification. Siemens will
coordinate with City staff and SCE to understand the system valuation of the street light assets and obtain
all necessary billing information We will communicate with the City our findings and discuss any areas they
feel may be an issue. Siemens has included the cost of conducting an onsite, physical inspection of the lights
located in the City. Siemens will notify the City of any issues that are found during inspection, which require
attention by the City, including tree limb interference or recommended clearing. We will work with the City
to identify any areas that need special attention or clarification.
Siemens will:
• Consider project costs, both SCE acquisition and LED conversion costs.
• Consider energy savings costs and possible rebates available. Siemens will provide all necessary sp-
port to maximize the rebate potential for the City. At this time, SCE offers rebates for LED street lights
through the Express Solutions program. Once the LED fixtures
are installed a rebate application can be submitted with the
associated information needed and SCE issues the rebate to
the customer. Considering the current SCE rebate program,
the City can anticipate nearly $145,000.
• Siemens will determine any rate schedule/billing revision data
required, so they can proceed with timely billing reductions,
including inventory reconciliation from the luminaries’ adjust-
ed inventory.
• Provide a timeline for and perform a comprehensive GIS/GPS
audit of all SCE and City of Moorpark owned streetlights; audit
shall include pole type, ID number, pole age, fixture type/quantity and wattage, and damage assess-
ment.
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• Perform data analyses reconciling audit data with existing City streetlight inventory and SCE LS- 1, and
LS-2 data to identify LS-1 and LS-2 billing inaccuracies.
• Assess and identify cut-over costs associated with the sale and transfer of streetlights to the City and
physical cut-over requirements (i.e.: ID tags, lockouts, fuse kits, etc.)
• Assist the City with a photometric design of the new LED streetlight system to adequately meet safe
night- time lighting standard. (i.e.: selection of distribution types, wattage recommendations, etc.)
• Develop a City pole ID numbering system and specify tag characteristics, material and location on the
pole for approval by City.
Sample Detailed View of Inventory Map
Preliminary Design Result
Siemens has experience installing most of the major fixture manufacturers and has reviewed a variety of
products for the City of Moorpark. The results below show the anticipated energy savings from a few of these
manufacturers.
kWh Savings per Year Energy Savings per
Year
SCE Service Cost Sav-
ings per Year
Total Annual $ Saved
ACUITY 772,811.04 $61,817.16 $174,808.80 $236,625.96
GE 647,240.64 $51,772.78 $174,808.80 $226,581.58
LEOTEK 693,487.44 $55,472.06 $174,808.80 $230,280.86
CREE 570,943.44 $45,669.77 $174,808.80 $220,478.57
EATON 674,658.24 $53,965.91 $174,808.80 $228,774.71
As the City bid form limited the variety of fixtures to be presented to the City, Siemens has selected Eaton
and Leotek in the bid. Should the City want to consider one of these other products Siemens can provide
the associated project pricing.
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Our engineers performed a preliminary lighting analysis of the pedestrian bridge at the terminus of Leta
Yancy Road. The design uses four Cree BXSP-B-HT-2LG-A-40K-UL-BK luminaires mounted at 15’ above the
bridge. This design yields an average of 3.1 footcandles at the bridge level. Siemens estimates the cost to
install each pole at $1000-2000 each depending on the pole and foundation type. Siemens will establish
a final firm cost after contract award.
Bridge Analysis
Streetlight Acquisition
After the street light acquisition has been approved by the CPUC and the contract to purchase these assets
has been executed, Siemens will coordinate with the City and SCE on the transfer of ownership or “cu-
tover” of the assets to City ownership. The exact schedule of this cutover will depend on the final terms
decided between SCE and the City.
Siemens has experience coordinating with SCE on the cutover process for the Cities of Huntington Beach
and Rialto. The cutover process in both instances was as follows:
• City agrees to terms and conditions of sale of assets by SCE
• SCE submits section 851 advice letter filing to CPUC (should asset valuation be less than $5 Million)
• SCE receives CPUC approval for sale of assets
• SCE initiates final inventory assessment of City assets by SCE contractor
• SCE contractor provides SCE and City with final verified sellable inventory
• SCE produces invoice for assets
• City pays invoice and once processed, assumes ownership of assets
• Siemens begins maintenance of streetlight system
The estimated timeframe for the cutover period is based on SCE and SCE contractor’s participation. In
our experience for a City the size of Moorpark, it is anticipated the cutover period could take 1-2 months
after beginning the final inventory assessment, or “fielding” as SCE refers to it.
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Siemens will:
• Assist the City in identifying light fixtures, recommending the best possible fixtures based on upfront
and long-term maintenance costs, as well as failure rates. Our proposal includes several options and
we will work with the City to determine which of these options will best meet the needs of the City.
• Work with the City to determine if Smart City technology, “Smart Controls,” is a good option for the
City at this time. We have included pricing in our proposal as an option for the City to evaluate prior
to award.
• Assist with and facilitate transfer of ownership of the streetlights from SCE to the City.
• Provide full support throughout the acquisition process including cutover support and documenta-
tion.
• Conduct final review of all energy savings and construction cost estimates with the City to ensure
accuracy and compliance.
Streetlight Conversion to LED
Siemens will:
• Coordinate all efforts associated with the design of a complete project to retrofit existing HPS light
fixtures to LED light fixtures. Siemens will work with the City to communicate and finalize the proj-
ect details and create the final Statement of Work. Our Energy Engineer, Kylon Waterbury, and our
Audit Team from CDM Smith will conduct a final review of all energy savings and construction cost
estimates with the City to ensure accuracy and compliance with the final project details. Siemens will
secure all necessary approvals to proceed with project implementation, including a Notice to Pro-
ceed for Implementation from the City.
• Purchase City approved luminaires from a vendor authorized by the fixture manufacturer.
• Warrant all labor and replace defective luminaires and parts thereof for a period of one year from
the date of project acceptance.
• Manage deliveries and staging of material, at our secure facility in Camarillo, CA, which is 11 miles
from Moorpark.
• Provide traffic control plans as necessary to be reviewed and approved by the City and obtain all
required no-fee encroachment permits.
• Participate in the development of community outreach and notification plans with the City’s Public
Information Officer to ensure project awareness and minimize neighborhood disturbance. Initially,
Siemens will assist the City with providing the energy savings and cash flow in the format of public
documents that justify and describe this investment to help foster public support and answer basic
questions (FAQ’s) about the project. This information can be posted on the City’s website, sent out
as a press release, or distributed via a City e-newsletter or by social media. In addition, we have
coordinated ceremonial project kick-off (“first light”) installations as a press event as well as utility
rebate check presentations. We can also coordi-
nate with the City pilot demonstrations for the pub-
lic. Once the project begins, Siemens-CDM Smith’s
web-based audit tool can provide “dashboard” dis-
plays that will indicate in real-time the progress of
the project under various metrics as selected by the
City: fixtures audited or converted, energy savings
realized to date, etc. We have found these tools
to be extremely helpful in similar projects we have
completed where our customers were interested
in both monitoring the project in real-time and
pushing information out to the public in a proactive
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fashion.
• Facilitate proper disposal of waste material including old fixtures.
• Maintain a manifest of all disposed fixtures from the project documenting the proper disposal of all
fixtures.
• Comply with all requirements to ensure replacement LED fixtures receive SCE incentives and are ac-
curately billed to the LS-2 tariff.
• Install replacement fixtures. Provide all necessary equipment, hardware, adapters and any other ma-
terials necessary for a quality installation.
• Ensure installation quality, compliance with project schedule and proper disposal and/or recycling of
old fixtures.
• Provide quality assurance staff to inspect final work and correct any “punch list” items identified. The
quality assurance staff shall coordinate with City staff to ensure that appropriate inspection proce-
dures are followed, and all repair items are documented and forwarded to the City.
• Test new LED fixtures to ensure that they work and identify locations where repair needs exist.
• Train City personnel in all aspects of installation, routine operation, maintenance, and safety of the
LED fixtures installed.
• Coordinate and attend bi-weekly progress meetings with City staff to review installations, schedules,
work safety, public safety, and waste material handling procedures and requirements
• Provide updated electronic post-construction records for all streetlights in the City that include the
date of installation, new fixture installed, and updates on asset condition, as well as confirmation of
the City’s pre-conversion data (lamp type, wattage, pole type, etc.)
Replacement Tag Installation
Siemens will:
• Replace pole tags.
• Install the new tags at the same time as the LED conversion. Based on our
experience, it has proven to be the most efficient and cost effective. By doing
it this way, the resources for the LED installation will already be in place at
the pole being converted, and able to perform the tag replacement in parallel
with the conversion. This will save the City money as there will not be a need
for a dedicated resource performing only tag exchanges.
• Provide GIS location in a central database.
Post Installation/Administration
Following City acceptance of Streetlight Conversion to LED, Siemens will:
• Develop approach and submit required documents for SCE to process all available rebates and incen-
tives on behalf of the City.
• Administer all efforts required to submit and process tariff change from LS-1 to LS-2 and amend any
billing records if needed.
• Provide updated electronic post-construction GIS records for all streetlights in the City that include
the date of installation, new fixture installed, and updates on asset condition, as well as confirmation
of the City’s pre-conversion data (lamp type, wattage, pole type, etc.).
• Provide the City with the Siemens-CDM Smith production ready web-based streetlight management
solution and attribute database, which will be available for the duration of the project and the main-
tenance contract. We will work with the City’s Public Works Department on requirements for the
database to assist with maintenance of the streetlight system- a sample is on the next page.
• Perform warranty activities
• Hand over Manufacturer’s warranties to the City
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Siemens has a history of meeting and exceeding project qualifications and this project for the City of Moor-
park will be no exception. Beginning with complete transparency and communication with the City and
their stakeholders, our goal is to make the process as trouble free and easy to understand as possible. At
Siemens, we understand that any time there is a change to people’s environment there are questions and
concerns. To this end we establish a web portal that gives the stakeholders and the public an opportunity
to monitor statuses and report issues, as well as ask questions. Our stance on communication and trans-
parency will continue throughout the life of the project with weekly status updates and bi-weekly meetings
with the City and their selected stakeholders.
Ongoing Maintenance
A Siemens street light maintenance program is designed to eliminate and reduce malfunctions, complaints,
and potential hazards throughout the community. Through the comprehensive maintenance program, Sie-
mens will be responsible for maintaining the newly acquired streetlight from SCE and any additional lights
the City deems necessary.
The Siemens maintenance organization utilizes internal controls to ensure excellent customer service. This
includes direct management support from our Service Account Managers, ensuring that adequate resourc-
es are assigned to each service account. Siemens strives for excellent service for streetlight maintenance
and repair.
Scope of Work
Routine maintenance will consist of all operations and repairs to keep the lights on; starting from the utility
feed point of the street light through the entire circuit owned by the City, to the final streetlight fixture.
Siemens will provide the necessary equipment, personnel and infrastructure to maintain the City owned
streetlights throughout the contract term. This includes a 24/7 call center, bucket trucks, crane lift and
Sample Management Solution
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qualified electricians and technicians to provide excellent service. A detailed list of scope items included in
our routine maintenance can be found below.
Routine Maintenance Extraordinary Maintenance
RMA Of LED Fixture (Shipping and Handling)Pole Knockdown Make Safe & Disposal and/or
Salvage & Stack
Warranty Defective LED - 0.5% Per Year New Pole Installation
Traffic Control Pole Foundation Replacement
General Cleaning During Call Out Mast Arm Replacement
Outage Night Checks (quarterly)LED Fixture Replacement
Photocell Replacement Wiring Repair
Fuse Replacement Overhead Wire Replacement
Hand Hole Covers (10 per year)Pole Painting
Routine maintenance response to reported light outages will be within 5 business days. Siemens typically
responds to groups of outages to reduce the overall cost of the maintenance program. Should the City
desire faster response time, Siemens can modify the maintenance price to reflect additional truck rolls to
increase response.
In addition to providing the routine maintenance services keeping the lights on, Siemens provides emer-
gency response to pole knockdowns and other electrical system needs. For emergency response our tech-
nician will be onsite within one hour of the report to Siemens. The technician will then make the area safe,
deenergize the street light and then remove the fallen debris and clean the area. Staff will then follow up
with a quote for the pole repair and execute the installation per City approval.
Other additional extraordinary response items include new pole installation, wiring repairs/reconfigura-
tions, pole painting and graffiti abatement. As the extent of the extraordinary maintenance effort can vary
widely; Siemens will provide this service on a time and materials basis, based on a schedule of rates.
Some additional items included in our standard service are:
• A 24/7 call and dispatch center available to the City and the members of the community.
• Online outage reporting webpage: https://partners.sea.siemens.com/Siemens.Industry.Mobility.
CS.Web/CreateNewRequestAnonymousUser.aspx
• All traffic control and safety equipment to protect technicians and the public
• Coordination with city staff, residents, and businesses for difficult access to lights
• Highly qualified and trained personnel
• Fleet of specially outfitted vehicles, which are supplied with the latest tools
Our maintenance service is backed by technology in order to make for high quality service. The platform al-
lows for City staff to track the outstanding work orders in near real time and query previous work for billing
and planning purposes. Our technicians carry iPads and smartphones which sync up with the platform and
allow for seamless workflow and inventory management. City staff are already familiar with this system,
as we provide it for the traffic signal maintenance, and we will integrate the streetlights into the same
system. Siemens is aware of the requirement for citizen access to the maintenance system. Siemens has a
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streetlight outage website that citizens can report any outage they see in the field. In addition, should the
city want to grant access to track work orders, our system can accommodate that request. By simply add-
ing a link to the City website and creating a generic login, citizens can access the portal and have read-only
access to track work orders. Several examples of the online tool are seen below.
Quality Control, Budget, and Schedule Control
Siemens believes the success and quality of a project is everyone’s responsibility. Our global strategy is
based on three cornerstones: service, process, and personnel. Without the synergy of all three we would
not be able to maintain the quality of our service. The Siemens Quality Control Program is the basis on
which we execute all projects, large or small. Siemens’ quality standards incorporate Lean Six Sigma prac-
tices, ISO guidelines, and other industry-recognized standards, as well as our globally recognized PM@Sie-
mens process. The program is stringent enough to maintain Siemens quality across all projects, yet flexible
enough to meet individual client needs. We believe the success of our business is directly related to our
client’s satisfaction and the quality of our performance. As such quality is a multi-directional responsibility.
Quality is managed from the top down and implemented, reported, and improved from the bottom up.
Quality control will be a top priority during the implementation phase of the project. The Siemens project
95
52
manager and field supervisor will routinely visit the
field to perform quality control and identify opportu-
nities for improvement. Siemens staff will routinely
perform internal project audits and reviews to en-
sure the project is being executed correctly and ef-
ficiently. In addition, Siemens project management
and supervisory staff will communicate on a regular
basis with City in relation to any issues found in the
field that require attention.
Quality Management is embedded in our project
management approach and ensures that processes
are based on proven work procedures and methods
(e.g. PM Quality Stage Gates), leading to full trans-
parency, measurability and manageability through-
out the project life cycle.
By applying the Siemens Quality Gate principle, neg-
ative surprises are avoided, and risks are managed.
This means that the next process step/milestone
can’t be initiated until all the requirements of the pri-
or quality stage gate have been fulfilled. This ensures
that at critical points during a project all issues (tech-
nical, resources, schedule, commercial, compliance,
etc.) that may endanger project success are system-
atically analyzed and early decisions can be made by
the assigned project manager. This process is utilized
for all three categories of deliverables - written, soft-
ware, and non-software deliverables.
In addition, Siemens uti-
lizes the Triple Constraint
Process, which involves the
constraints of time, cost and
scope to deliver a quality
management process and
product. These three con-
straints are often competing
constraints: increased scope
typically means increased time and increased cost,
a tight time constraint could mean increased costs
and reduced scope, and a tight budget could mean
increased time and reduced scope.
At Siemens we manage the triple constraint by two
primary means, detailed planning and communica-
tion. Planning up front for the project and changing
the plan as details change is critical in adjusting the
constraint triangle. Just as critical is communica-
tion, both to the City and within the Siemens team.
Siemens has successfully completed hundreds of
projects using this methodology. We strive to come
in on time, and within budget, while delivering a
quality project.
Ongoing Planning
The Siemens’ project manager will stay on top of
all the key attributes of the triple constraint thus
making the likelihood of project success that much
higher. Being cognizant of any fluctuations to the
key attributes, whether they are unexpected or re-
quested, and adjusting the project plan as need-
ed to ensure that time and budget constraints are
met.
Siemens’ meth-
od of project
planning allows
for unantici-
pated interrup-
tions, resource
shortages, and
material delays. Rather than create project sched-
ules which are too optimistic in order to impress
the client, Siemens believes in an honest look at
what it will take to complete the project. We de-
termine our schedule based upon resource pro-
duction per day, per person- utilizing information
gleaned from previous, similar projects and the ac-
tual project timelines and deadlines met. The PM
closely monitors the installation using a software/
iPad program enabling him to track both complet-
ed and needed retrofits. Daily, the field supervisor
and the PM discuss current issues, resolutions,
changes in traffic control requirements, rates of
installs, material delivery, inventory counts (both
removed materials and delivered materials to an
on-site shed) and time deadlines. At Siemens we
believe that communication is one of the best tools
to ensure the project is completed on time and in
budget, meeting the customer’s requirements and
satisfaction.
The Project Manager, Gary Kochetkov, defines and
implements a project and customer specific Qual-
ity Plan and will take preventative measures, ana-
96
53
lyze KPIs, and support the in achieving the project
goals- especially customer satisfaction.
Mr. Kochetkov will manage the risk and quality of
the project by applying the following risk and oppor-
tunity management process, supported by the risk
and opportunity register in the following manner:
1. Identify by detecting risks and opportunities
as early as possible and from all potential sourc-
es, utilizing experiences from the past and expert
knowledge, and conducting regular risk workshops.
2. Assess by performing a detailed analysis
(qualitative and quantitative) of the risk and evaluat-
ing the financial impact.
3. Respond by defining a response strategy for
each risk and oppor-
tunity and breaking
them down into tangi-
ble response actions,
which are then as-
signed to individuals.
4. Monitor by
regularly reviewing, in
line with the reporting
frequency, the status
of risks and opportu-
nities as well as re-
sponse actions.
5. Report and es-
calate the status as part of project performance re-
views, escalating if necessary.
6. Sustain and continuously improve the proj-
ect by addressing experts with interfaces to risk and
opportunity management.
Risks, Issues, and Mitigations
Siemens has worked on many street lighting projects
in California and is aware of the common challeng-
es that these projects present. For example, issues
with the SCE sellable inventory are common. Lights
sold to cities can sometimes be outside the city lim-
its, within private property, or are missing. Siemens
uses GIS data to prepare maps and helps the City
communicate these issues with SCE before the in-
stallation begins. Our independent audit also helps
to reconcile the information SCE is selling the city.
Our audit can identify additional issues, like poles
with tags, or areas that need trees trimmed before
installation.
Another major challenge with these projects is deal-
ing with large amounts of data. Often cul-de-sacs
or other unique road geometry require a different
photometric distribution than standard roadways,
and Siemens ability to create customized maps helps
make this process much more efficient. Our GIS ex-
pertise also allows us to easily optimize the fixture
selection, ensuring that the correct LED fixture is se-
lected.
For this project, Siemens recognizes the unique chal-
lenges of creating lighting similar to adjacent gated
communities. For this issue, we will work closely with
the City and the stakeholders in each
gated community to ensure light lev-
els and aesthetic needs are satisfied.
Strong communication skills and an
early approach should make this a
smooth process.
Issues are also common during con-
struction. Often issues are found
by our installers such as issues with
power, mounting arms, or missing
tags. During construction Siemens
creates a custom map detailing the
location of each issue. This map is
shared with the City and allows us to quickly identify
and communicate the issues to all stakeholders.
Optional Smart Technology
Integration
Siemens is constantly evaluating smart city technolo-
gies to incorporate into the streetlight portfolio. The
LED conversion project is a perfect time to integrate
technologies to allow for lighting control, public
WiFi, asset management and many other additional
functionalities depending on the City’s needs. There
are several different lighting control technology pro-
viders that Siemens has used in other projects and
we can provide solutions from any vendor. For this
proposal Siemens provides an optional technology
from Ubicquia for the City to consider.
97
ID Task Name Duration Start Finish Resource Names
1 Moorpark SL Conversion Project 137 days Wed 11/7/18 Fri 5/24/19
2 Project Administration 137 days Wed 11/7/18 Fri 5/24/19
3 Council Contract Approval 0 days Wed 11/7/18 Wed 11/7/18
4 Contract Execution 10 days Wed 11/7/18 Tue 11/20/18 City,Siemens
5 Siemens/Moorpark Kickoff Meeting 1 day Fri 11/30/18 Fri 11/30/18 City,Siemens
6 Limited Notice to Proceed 0 days Tue 11/20/18 Tue 11/20/18
8 Siemens Participates in All SCE Communications 127 days Wed 11/21/18 Fri 5/24/19 Siemens
9 Phase I - Final Valuation Audit and Lighting Assessment 62 days Mon 12/3/18 Mon 3/4/19
10 Complete Analysis and Photometric Review of Proposed
Manufacturers
1 wk Mon 12/3/18 Fri 12/7/18 Siemens Energy Engineer,City
11 Fixture Models Selected 0 days Fri 12/7/18 Fri 12/7/18
12 Finalize Project Costs and Cost Savings 1 wk Mon 12/10/18 Fri 12/14/18 Siemens Energy Engineer
13 Siemens Field Survey 7 wks Wed 1/2/19 Thu 2/21/19 CDM Smith
14 Siemens Review of SCE Acquisition Inventory Data 1 wk Fri 2/22/19 Thu 2/28/19 Siemens Energy Engineer
15 Finalize Design 2 days Fri 3/1/19 Mon 3/4/19 City,Siemens
16 Notice to Proceed 0 days Mon 3/4/19 Mon 3/4/19
17 Phase II - LED Conversion 57.5 days Tue 3/5/19 Thu 5/23/19
18 Installation 54.5 days Tue 3/5/19 Mon 5/20/19
19 Material Procurement 5 wks Tue 3/5/19 Mon 4/8/19 Siemens,Manufacturer
20 Installation Kickoff Meeting 1 day Mon 3/25/19 Mon 3/25/19 City,Siemens
21 Route Based on Community-Specific Factors 5 days Tue 3/26/19 Mon 4/1/19 Siemens PM
22 Fixtures Onsite 0 days Mon 4/8/19 Mon 4/8/19
23 Install Fixtures 4.5 wks Tue 4/9/19 Thu 5/9/19 Siemens Technicians
24 QA Inspections 4.5 wks Tue 4/9/19 Thu 5/9/19 Siemens Field Supervisor
25 Fixture Recycling 4.5 wks Tue 4/9/19 Thu 5/9/19 Siemens Field Staff
26 City Inspections 4.5 wks Tue 4/9/19 Thu 5/9/19 City Inspector
27 City Final Inspection 7 days Thu 5/9/19 Mon 5/20/19 City
28 Substantial Completion 0 days Mon 5/20/19 Mon 5/20/19
29 Project Completion 10 days Thu 5/9/19 Thu 5/23/19
30 Submit LS1 to LS2B Billing Adjustments 1 day Thu 5/9/19 Fri 5/10/19 Siemens Energy Engineer
31 Submit Rebate Application(s)1 day Fri 5/10/19 Mon 5/13/19 Siemens Energy Engineer
32 Acceptance of Installation 1 day Mon 5/20/19 Tue 5/21/19 City
33 All Project Documentation Turned Over to City 1 day Tue 5/21/19 Wed 5/22/19 Siemens PM
34 Submission for Final Acceptance by City 1 day Tue 5/21/19 Wed 5/22/19 Siemens PM
35 Final Acceptance 1 day Wed 5/22/19 Thu 5/23/19 City
36 Project Notice of Completion 0 days Thu 5/23/19 Thu 5/23/19
37 Warranty Period 52 ewks Thu 5/23/19 Thu 5/21/20 Siemens
38 Phase III - Maintenance Operations 24 emons Mon 11/26/18 Sun 11/15/20 Siemens Operations
11/7/18 Council Contract Approval
Contract Execution
Siemens/Moorpark Kickoff Meeting
11/20/18 Limited Notice to Proceed
Siemens Participates in All SCE Communications
Complete Analysis and Photometric Review of Proposed Manufacturers
12/7/18 Fixture Models Selected
Finalize Project Costs and Cost Savings
Siemens Field Survey
Siemens Review of SCE Acquisition Inventory Data
Finalize Design
3/4/19 Notice to Proceed
Material Procurement
Installation Kickoff Meeting
Route Based on Community-Specific Factors
4/8/19 Fixtures Onsite
Install Fixtures
QA Inspections
Fixture Recycling
City Inspections
City Final Inspection
5/20/19 Substantial Completion
Submit LS1 to LS2B Billing Adjustments
Submit Rebate Application(s)
Acceptance of Installation
All Project Documentation Turned Over to City
Submission for Final Acceptance by City
Final Acceptance
5/23/19 Project Notice of Completion
W-8 W-6 W-4 W-2 W1 W3 W5 W7 W9 W11 W13 W15 W17 W19 W21 W23 W25 W27 W29 W31 W33 W35 W37 W39 W41 W43 W45
Qtr 4, 2018 Qtr 1, 2019 Qtr 2, 2019 Qtr 3, 2019
Moorpark SL Conversion
Page 1 98
56
Exceptions and Assumptions
1. Siemens utilizes a maintenance software system that is currently offered to the City of Moorpark for
traffic signal maintenance and by many other cities streetlight maintenance. The Siemens platform
will provide the City with all the functionalities required and can be customized to fit the City’s need.
Therefore, Siemens offer includes this streetlight management solution which is not a non-propri-
etary system. Siemens will however ensure all data is available to Moorpark, both at monthly billing
cycles, and upon completion of the contract- at which time we will provide a complete list of all data
housed on the Siemens platform. The data belongs to the City of Moorpark and Siemens recognizes
this fact.
2. Siemens did not include the cost for bucket truck, service truck, or crane in the streetlight labor
rates.
3. Siemens Mobility will need to be permitted the right to assign, due to a legal change to our entity in
the next few months. We will become an affiliate organization of Siemens AG, rather than a business
unit within Siemens. The personnel and business will remain the same, but with a different legal
structure. We will still have the same majority owner parent company.
99
CITY OF MOORPARK
REQUEST FOR PROPOSALS
FOR
TURN KEY STREETLIGHT
SERVICES
P&R-2018-2
PROPOSALS DUE
OCTOBER 3, 2018
4:30 P.M.
100
REQUEST FOR PROPOSALS
Sealed proposals must be received before 4:30 PM on October 3, 2018, by Jessica
Sandifer, Community Services Manager, City of Moorpark, 799 Moorpark Avenue, Moorpark
CA 93021 for:
PROPOSAL # P&R-18-2
Streetlight Turnkey Services
The official bid clock, which will establish the official bid time, will be determined by the
City Clerk’s Division of the City of Moorpark.
NOTICE IS HEREBY GIVEN that the City of Moorpark, California (“City”) invites sealed
Proposals for Turnkey Streetlight Services including; streetlight inventory audit, retro-fit
to LED fixtures, facilitation of all logistical administration, and ongoing third-party
operation and maintenance of the Streetlight System.
MANDATORY PRE-PROPOSAL MEETING. A mandatory pre-proposal meeting will be
held on Monday, September 17 at 10:00 a.m. at Moorpark City Hall, 799 Moorpark
Avenue, Moorpark, CA 93021. Every Proposer is required to attend the pre-proposal
meeting. Failure to attend will render that Proposer’s Proposal non-responsive. No
allowances for cost adjustments will be made if a Proposer fails to adequately examine
the Project and Work Scope before submitting a Proposal.
REGISTRATION WITH THE DEPARTMENT OF INDUSTRIAL RELATIONS. In
accordance with Labor Code Sections 1725.5 and 1771.1, no proposer or their
subcontractors shall be qualified to bid on, or be listed in a bid proposal, subject to the
requirements of Section 4104 of the Public Contract Code, or engage in the performance
of any contract for public work, unless currently registered and qualified to perform public
work pursuant to Section 1725.5 [with limited exceptions for bid purposes only under
Labor Code Section 1771.1(a)].
PREVAILING WAGES. In accordance with Labor Code Section 1770 et seq., the Project
is a “public work.” The selected Proposer and any Subcontractors shall pay wages in
accordance with the determination of the Director of the Department of Industrial Relations
(“DIR”) regarding the prevailing rate of per diem wages. Copies of those rates are on file
with the City, and are available to any interested party upon request. They can also be
obtained on line at https://www.dir.ca.gov/oprl/dprewagedetermination.htm The selected
Proposer or their Contractor shall post a copy of the DIR’s determination of the prevailing
rate of per diem wages at each job site. This Project is subject to compliance monitoring
and enforcement by the DIR. Selected Proposer shall submit certified copy of all Certified
Payroll Records (CPRs) with the progress payment on at least monthly basis to the City
BONDS. Bid bonds are not required for this proposal. Upon Contract award, the
Contractor shall provide faithful performance and payment Bonds, each in a sum equal to
the Contract Price for the retrofit of the Streetlight Fixtures only, not the full contract
balance. The performance bond will be in effect for one year after the Notice of
101
Completion records. All Bonds must be issued by a California admitted Surety insurer
using the forms set forth in the Contract Documents, or in any other form approved by the
City Attorney.
LICENSES. Each Proposer shall possess a valid Class C-10 Contractor’s license issued
by the California State Contractors License Board at the time of the Bid submission. The
successful Contractor must also possess a current City business registration.
RETENTION SUBSTITUTION. Five percent (5%) of any progress payment will be
withheld as retention. In accordance with Public Contract Code Section 22300, and at the
request and expense of the Proposer, securities equivalent to the amount withheld may be
deposited with the City or with a State or federally chartered bank as escrow agent, which
shall then pay such moneys to the Proposer. Upon satisfactory completion of the Project,
the securities shall be returned to the Proposer. Alternatively, the Contractor may request
that the City make payments of earned retentions directly to an escrow agent at the
Contractor’s expense. No such substitutions shall be accepted until all related documents
are approved by the City Attorney.
TRADE NAMES OR EQUALS. The use of the name of a manufacturer, or any specific
brand or make, in describing any item contained in the proposal does not restrict
proposers to the manufacturer or specific article, this means is being used simply to
indicate a quality and utility of the article desired; but the goods on which proposals are
submitted must in all cases be equal in quality and utility to those referred to. This
exception applies solely to the material items in question and does not supercede any
other specifications or requirements cited. Documentation of equivalency must be
submitted with the bid. At a minimum the documentation must demonstrate equivalency in
form, fit, function, quality, performance, and all other stated requirements. The City is final
determiner of equivalency. Exception is made on those items wherein identical supply has
been determined a necessity and the notation NO SUBSTITUE has been used in the
specifications.
LIQUIDATED DAMAGES. Liquidated damages shall accrue in the amount of $250 for
each Day that Work remains incomplete beyond the Project completion deadline specified
in the Contract Documents.
BIDDING PROCESS. The City reserves the right to reject any or all Proposals, and to
waive any irregularities or informalities in any Bid or in the bidding, as deemed to be in its
best interest.
Specifications for this proposal may be downloaded from the City’s website at
http://www.moorparkca.gov/Bids.aspx. Please refer to specifications for complete details and
proposal requirements.
The specifications in this notice shall be considered a part of any contract made pursuant
thereto.
Please register your interest in the project by e-mailing Kimberly Sexton at
ksexton@moorparkca.gov.
102
I-1
INSTRUCTIONS TO PROPOSERS
FORM OF PROPOSALS. Proposals shall be made on the forms and in the format found
herein. Proposers shall include all forms and fill in all blank spaces, including inserting “N/A”
(for not applicable) where necessary. The Proposal shall be enclosed in a sealed envelope
bearing the Proposer’s name and the Project name and identification number as described in
the Notice Inviting Proposals.
DELIVERY OF PROPOSALS. The Proposal shall be delivered by the time and date, and to the
place specified in the Notice Inviting Proposals. No oral, faxed, emailed, or telephonic
Proposals or alternatives will be considered. The time of delivery shall be conclusively
determined by the time-stamping clock located at the City Clerk’s office. Proposers are solely
responsible for ensuring that their Proposals are received in proper time, and Proposers
assume all risks arising out of their chosen means of delivery. Any Proposal received after the
Proposal submission deadline shall be returned unopened. Proposers are invited to be present
for Proposal opening. Accepted Proposals shall become the property of the City.
AMENDED BIDS. Unauthorized conditions, limitations or provisos attached to a Proposal may
cause the Proposal to be deemed incomplete and non-responsive.
WITHDRAWAL OF PROPOSALS. A Bid may be withdrawn without prejudice upon written
request by the Bidder filed with the City Clerk before the Bid submission deadline. Bids must
remain valid and shall not be subject to withdrawal for sixty (60) Days after the Bid opening
date.
QUANTITIES APPROXIMATE. Any quantities shown in the Proposal form or elsewhere herein
shall be considered as approximations listed to serve as a general indication of the amount of
Work or materials to be performed or furnished, and as basis for the Proposal comparison. Part
of Proposer’s work scope will be verifying streetlight quantities, so based on that work quantities
are subject to change. As deemed necessary or convenient, the City may increase or decrease
the amount of any item or portion of Work or material to be performed or furnished or omit any
such item or portion, in accordance with the Contract Documents.
ADDENDA. The City may, from time to time, issue Addenda to the Contract Documents.
Proposers are responsible for contacting the City and ensuring that they have received any and
all Addenda. Each Proposer is responsible for verifying that it has received all Addenda issued,
if any. Proposers must acknowledge receipt of all Addenda, if any, in their bids. Failure to
acknowledge receipt of all Addenda may cause a Bid to be deemed incomplete and non-
responsive.
DISCREPANCIES IN PROPOSALS. Each bidder shall set forth as to each item of Work, in
clearly legible words and figures, a unit or line item amount for the item in the respective spaces
provided for this purpose.
In case of discrepancy between the unit price and the extended amount set forth for the item,
the unit price shall prevail. However, if the amount set forth as a unit price is ambiguous,
unintelligible or uncertain for any cause, or is omitted, or if the unit price is the same amount as
the entry in the “extended amount” column, then the amount set forth in the “extended amount”
column for the item shall prevail in accordance with the following:
103
I-2
(1) As to lump sum items, the amount set forth in the “extended amount” column shall be
the unit price.
(2) As to unit price items, the amount set forth in the “extended amount” column shall be
divided by the estimated quantity for the item set forth in the Bid documents, and the
price thus obtained shall be the unit price.
In case of discrepancy between words and figures, the words shall prevail.
COMPETENCY OF PROPOSERS. In evaluating Proposer responsibility, consideration will be
given not only to the financial standing, but also to the general competency of the Proposer for
the performance of the Project. Each Proposer shall set forth in the designated area of the
Proposal form a statement of its experience. No Contract will be executed with a Proposer that
is not licensed and registered with the DIR in accordance with State law, and with any
applicable specific licensing requirements specified in these Contract Documents. These
licensing and registration requirements for Contractors shall also apply to all Subcontractors.
PROPOSER’S EXAMINATION OF SITE AND CONTRACT DOCUMENTS. Each Proposer
must carefully examine the Project and the entirety of the Contract Documents. Upon
submission of a Proposal, it will be conclusively presumed that the Proposer has thoroughly
investigated the Work and is satisfied as to the conditions to be encountered and the character,
quality, and quantities of Work to be performed and materials to be furnished. Upon Proposal
submission, it also shall be conclusively presumed that the Proposer is familiar with and agrees
to the requirements of the Contract Documents, including all Addenda. No information derived
from an inspection of records or investigation will in any way relieve the Proposer from its
obligations under the Contract Documents nor entitle the Proposer to any additional
compensation. The Proposer shall not make any claim against the City based upon ignorance
or misunderstanding of any condition of the Project site or of the requirements set forth in the
Contract Documents. No claim for additional compensation will be allowed which is based on a
lack of knowledge of the above items. Proposers assume all risks in connection with
performance of the Work in accordance with the Contract Documents, regardless of actual
conditions encountered, and waive and release the City with respect to any and all claims and
liabilities in connection therewith, to the extent permitted by law.
DISQUALIFICATION OF PROPOSERS. No Person shall be allowed to make, file or be
interested in more than one Proposal for the Project, unless alternate Proposals are specifically
called for. A Person that has submitted a sub-proposal to a Proposer, or that has quoted prices
of materials to a Proposers, is not thereby disqualified from submitting a sub-proposal or quoting
prices to other Proposers or from making the primary Propsoal. If there is a reason to believe
that collusion exists among the Proposers, all affected Proposals will be rejected.
AWARD OF CONTRACT. The City reserves the right to reject any or all Proposals or any parts
thereof or to waive any irregularities or informalities in any Proposal or in the bidding. The City
may make an award based on partial items unless the proposal submitted is marked “All or
none”. Selection of the Proposer is based upon multiple award criteria as specified in Item IV.G.
LISTING SUBCONTRACTORS. Each Proposer shall submit a list of the proposed
Subcontractors on the Project. Proposer is to include the percentage of Work that the Sub-
contractor is expected to perform under the Contract.
104
I-3
EXECUTION OF CONTRACT. The selected Proposer shall execute the Contract in the form
included in these Documents within fifteen (15) Days from the date of delivery of the Documents
to the Proposer. Additionally, the selected Proposer shall also secure all insurance and Bonds
as herein specified, and provide copies to the City along with their signed Contract, within fifteen
(15) Days from the date of delivery of the Contract Documents to the Proposer. Failure or
refusal to execute the Contract or to conform to any of the stipulated requirements shall be just
cause for the annulment of the award.
CONTRACT PRICING: Except as otherwise provided, price proposals must remain consistent
through the term of the Contract. The City does not pay “surcharges” of any type unless
identified in the response to this proposal. All costs will be included in the pricing provided to the
City.
RENEWAL. Contracts entered into pursuant to this Invitation to Bid may be renewed annually,
up to two times, in accordance with the terms of the contract.
SIGNATURES. The Proposer shall execute all documents requiring signatures, and shall
cause to be notarized all documents that indicate such a requirement. The Proposer shall
provide evidence satisfactory to the City, such as an authenticated resolution of its board of
directors or a power of attorney, indicating the capacity of the person(s) signing the Proposal to
bind the Proposer to the Proposal and any Contract arising therefrom.
INSURANCE AND BONDS. The Proposer shall not begin Work until it has given the City
evidence of all required insurance coverage (including all additional insured endorsements), a
Bond guaranteeing the Contractor’s faithful performance of the Contract, and a Bond securing
the payment of claims for labor and materials.
TELEPHONES. Bidders are hereby notified that the City will not provide telephones for their
use at the time of Bid submission.
INTERPRETATION OF CONTRACT DOCUMENTS. Any Proposer that is in doubt as to the
intended meaning of any part of the Contract Documents, or that finds discrepancies in or
omissions from the Contract Documents, may submit to the City a written request for an
interpretation or correction not later than three (3) Days before the Bid submission deadline.
Requests for clarification received after this date will be disregarded. Please indicate the
Project and identification number in the request for clarification. Telephonic requests will not be
taken. Any interpretation or correction of the Contract Documents will be made only by a written
Addendum. No oral interpretation of any provision in the Contract Documents shall be binding.
TAXES. Except as may be otherwise specifically provided herein, all sales and/or use taxes
assessed by federal, State or local authorities on materials used or furnished by the Proposer in
performing the Work shall be paid by the Proposer The Bidder shall calculate payment for all
sales, unemployment, pension and other taxes imposed by federal, State, and local law and
shall include these payments in computing the Bid.
DEFAULT. In case of default by the Proposer of any of the conditions of this proposal or
contract resulting from this proposal, the Proposer agrees that the City may procure the articles
or services from other sources and may deduct from the unpaid balance due the Proposer, or
collect against the bond or surety, or may invoice the Proposer for excess costs so paid, and
prices paid by the City shall be considered the prevailing market price at the time such purchase
is made.
105
I-4
Questions should be submitted electronically to:
Jessica Sandifer, Community Services Manager
jsandifer@moorparkca.gov
Contact 805-517-6225 if confirmation of questions has not been received within 24 hours of
sending question.
The last day for questions will be 5:00 PM, Friday, September 28, 2018.
106
I-5
BID
CITY OF MOORPARK
STREETLIGHT TURN KEY SERVICES [PROJECT]
TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF MOORPARK:
The undersigned, as Proposer, declares that: (1) this Proposal is made without collusion with any
other person and that the only persons or parties interested as principals are those named herein;
(2) the undersigned has carefully examined the Contract Documents (including all Addenda) and
the Project; and (3) the undersigned has investigated and is satisfied as to the conditions to be
encountered, the character, quality and quantities of Work to be performed, and the materials to
be furnished. Furthermore, the undersigned agrees that submission of this Proposal shall be
conclusive evidence that such examination and investigation have been made and agrees, in the
event the Contract be awarded to it, to execute the Contract with the City of Moorpark to perform
the Project in accordance with the Contract Documents in the time and manner therein prescribed,
and to furnish or provide all materials, labor, tools, equipment, apparatus and other means
necessary so to do, except as may otherwise be furnished or provided under the terms of the
Contract Documents, for the following stated unit prices or lump-sum price as submitted on the
Proposal herein.
The undersigned further agrees that, should it be awarded the Contract and thereafter fail or
refuse to execute the Contract and provide the required evidence of insurance and Bonds within
fifteen (15) Days after delivery of the Contract to the undersigned, then the City can nullify the
Contract award
The undersigned certifies to have a minimum of three (3) consecutive years of current experience
in the type of Work related to the Project and that this experience is in actual operation of the firm
with permanent employees performing a part of the Work as distinct from a firm operating entirely
by subcontracting all phases of the Work. The undersigned also certifies to be properly licensed
by the State as a contractor to perform this type of Work. The undersigned possesses California
Contractor’s License Number ____________, Class _____, which expires on
_______________________.
Bidder’s Name: ___________________________________________________
Signature: ________________________________________ Date: __________________
Signature: ________________________________________ Date: __________________
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B-6
REFERENCES
PROPOSAL # P&R 2018-02
Streetlight Turnkey Services
City of Moorpark, California
For your proposal to be considered, the firm must meet minimum qualifications.
Contractor to have verifiable experience completing similar LED retrofit installation
projects and/or managing municipal streetlight maintenance operations for at least
three separate public agencies over the past two years. Project information to be
provided on References Sheet and should include project description, year
completed, client name, along with a person to contact and their telephone number
1.
Name and Address of Owner / Agency
Name and Telephone Number of Person Familiar with Project
Contract Amount Type of Work Date Completed
2.
Name and Address of Owner / Agency
Name and Telephone Number of Person Familiar with Project
Contract Amount Type of Work Date Completed
3.
Name and Address of Owner / Agency
Name and Telephone Number of Person Familiar with Project
Contract Amount Type of Work Date Completed
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B-7
QUESTIONNAIRE FORM
Fill out all of the following information. Attach additional sheets if necessary.
(1) Bidder’s Name:
(2) If the Bidder’s name is a fictitious name, who or what is the full name of the registered
owner? If the Bidder’s name is not a fictitious name, write “N/A” in the response to this
question. If you are doing business under a fictitious name, provide a copy of the filed
valid Fictitious Business Name Statement.
(3) Business Address:
(4) Telephone: Facsimile:
(5) Type of Firm – Individual, Partnership, LLC or Corporation:
(6) Corporation organized under the laws of the State of:
(7) California State Contractor’s License Number and Class:
Original Date Issued: Expiration Date:
(8) DIR Contractor Registration Number:
(9) List the name and title of the person(s) who inspected the Project site for your firm:
(10) List the name and title of the person(s) who attended the mandatory pre-Bid meeting for
your firm, including the mandatory site visit (if any):
(11) Number of years experience the company has as a contractor in construction work:
(12) List the names, titles, addresses and telephone numbers of all individuals, firm
members, partners, joint venturers, and company or corporate officers having a principal
interest in this Bid:
(13) List all current and prior D.B.A.’s, aliases, and fictitious business names for any principal
having interest in this Bid:
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B-8
(14) List the dates of any voluntary or involuntary bankruptcy judgments against any principal
having an interest in this Bid:
(15) For all arbitrations, lawsuits, settlements and the like (in or out of court) that the
company or any principal having an interest in this Bid has been involved with in the past
five (5) years:
a. List the names, addresses and telephone numbers of contact persons for the
parties:
b. Briefly summarize the parties’ claims and defenses:
c. State the tribunal (e.g., Superior Court, American Arbitration Association, etc.),
the matter number, and the outcome:
(16) Has the company or any principal having an interest in this Bid ever had a contract
terminated by the owner or agency? If yes, explain.
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B-9
(17) Has the company or any principal having an interest in this Bid ever failed to complete a
project? If yes, explain.
(18) Has the company or any principal having an interest in this Bid ever been terminated for
cause, even if it was converted to a “termination of convenience”? If yes, explain.
(19) For projects that the company or any principal having an interest in this Bid has been
involved with in the last five (5) years, did you have any claims or actions:
a. By you against the owner? Circle one: Yes No
b. By the owner against you? Circle one: Yes No
c. By any outside agency or individual for labor compliance?
Circle one: Yes No
d. By Subcontractors? Circle one: Yes No
e. Are any of these claims or actions unresolved or outstanding?
Circle one: Yes No
If your answer is “yes” to any part or parts of this question, explain.
(20) List the last three (3) projects you have worked on or are currently working on for the
City of Moorpark:
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B-10
Upon request of the City, the Bidder shall furnish evidence showing a notarized financial
statement, financial data, construction experience, or other additional information.
Failure to provide truthful answers to the questions above or in the following References Form
may result in the Bid being deemed non-responsive.
The Bidder certifies under penalty of perjury under the laws of the State of California that the
information provided above is true and correct.
Notary Public
Subscribed and sworn to me:
Signature:
This ____ day of _____________, 20
Title:
Signature:
(SEAL)
Company
Signature:
Title:
Date:
Signature:
Title:
Date:
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B-11
RESUME
Attach to this Bid the experience resume of the person who will be designated as General
Construction Superintendent or on-site Construction Manager for the Project.
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B-12
DESIGNATION OF SUBCONTRACTORS
[Public Contract Code Section 4104]
List all Subcontractors who will perform Work or labor or render service to the Contractor in or
about the construction of the Work or improvement, or a Subcontractor licensed by the State of
California who, under subcontract to the Contractor, specially fabricates and installs a portion of
the Work or improvement according to detailed drawings contained in the Plans and
Specifications, in an amount in excess of one-half percent (0.5%) of the Contractor’s total Bid
or, in the case of bids or offers for the construction of streets or highways, including bridges, in
excess of one-half percent (0.5%) of the Contractor’s total Bid or $10,000, whichever is greater.
If all Subcontractors do not fit on this page, attach another page listing all information for all
other Subcontractors.
Name under which
Subcontractor is
Licensed
and Registered
CSLB License
Number(s) and
Class(es)
DIR
Contractor
Registration
Number
Address and Phone
Number
Type of Work
(e.g.,
Electrical)
Percentage
of Total Bid
(e.g., 10%)1
1 The percentage of the total Bid shall represent the “portion of the work” for the purposes of Public Contract Code
Section 4104(b).
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B-13
INDUSTRIAL SAFETY RECORD FORM
Bidder’s Name _______________________________________
Current
Year of
Record
2017 2016 2015 2014 2013 Total
Number of
contracts
Total dollar amount
of contracts (in
thousands of
dollars)
Number of fatalities
Number of lost
workday cases
Number of lost
workday cases
involving
permanent transfer
to another job or
termination of
employment
The above information was compiled from the records that are available to me at this time and I
declare under penalty of perjury under the laws of the State of California that the information is
true and accurate within the limitations of those records.
Signature:
Title:
Date:
Signature:
Title:
Date:
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B-14
NONCOLLUSION DECLARATION FORM
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
[Public Contract Code Section 7106]
The undersigned declares:
I am the ______________________ of ____________________, the party making the
foregoing Bid.
The Bid is not made in the interest of, or on behalf of, any undisclosed person, partnership,
company, association, organization, or corporation. The Bid is genuine and not collusive or
sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a
false or sham Bid. The Bidder has not directly or indirectly colluded, conspired, connived, or
agreed with any Bidder or anyone else to put in a sham Bid, or to refrain from bidding. The
Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or
conference with anyone to fix the Bid price of the Bidder or any other Bidder, or to fix any
overhead, profit, or cost element of the Bid price, or of that of any other Bidder. All statements
contained in the Bid are true. The Bidder has not, directly or indirectly, submitted his or her Bid
price or any breakdown thereof, or the contents thereof, or divulged information or data relative
thereto, to any corporation, partnership, company, association, organization, Bid depository, or
to any member or agent thereof, to effectuate a collusive or sham Bid, and has not paid, and will
not pay, any Person or entity for such purpose.
Any person executing this declaration on behalf of a Bidder that is a corporation, partnership,
joint venture, limited liability company, limited liability partnership, or any other entity, hereby
represents that he or she has full power to execute, and does execute, this declaration on
behalf of the Bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is
true and correct and that this declaration is executed on ___________ [date], at
___________________________________________ [city], ______________________ [state].
Signature:
Printed Name:
Date:
Signature:
Printed Name:
Date:
This form must be notarized.
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B-15
Error! Unknown document property name.
ADDENDA ACKNOWLEDGMENT FORM
Bidder’s Name: ____________________________________
The Bidder shall signify receipt of all Addenda here, if any:
Addendum Number Date Received Signature
If there are more Addenda than there is room in the chart above, attach another page
acknowledging receipt of the Addenda.
117
Error! Unknown document property name.
SCOPE OF WORK
CONTENTS
PROPOSAL # P&R-2018-2
Streetlight Turnkey Services
TABLE OF CONTENTS
I. BACKGROUND/PROJECT DESCRIPTION
II. SCHEDULE OF EVENTS
III. SCOPE OF WORK
A. TURNKEY SERVICES
1. FINAL VALUATION, AUDIT, LIGHTING ASSESSMENT
2. STREETLIGHT ACQUISITION
3. STREETLIGHT CONVERSION TO LED
4. REPLACEMENT TAG INSTALLATION
5. POST INSTALLATION/ADMINISTRATION
B. ON-GOING MAINTENANCE SERVICES
IV. PROPOSAL FORMAT GUIDELINES
A. GENERAL
B. COVER LETTER
C. STATEMENT OF QUALIFICATIONS
D. PROJECT UNDERSTANDING
E. TASKS/SCHEDULE
F. COST PROPOSAL
G. EVALUATION AND AWARD
H. SAMPLE CONTRACT – LED RETROFIT
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Error! Unknown document property name.
I. SAMPLE CONTRACT – ON-GOING OPERATIONS AND MAINTENANCE
V. APPENDIX
A. COST PROPOSAL SHEET – TURNKEY SERVICES
B. COST PROPOSAL SHEET – ON-GOING OPERATIONS AND MAINTENANCE
C. PAYMENT AND PERFORMANCE BOND FORMS
D. GENERAL PROVISIONS
E. CITY SCE INVENTORY (includes LS-1 and LS-2 rated lights)
119
Error! Unknown document property name.
I. BACKGROUND/PROJECT DESCRIPTION
The City of Moorpark, located in eastern Ventura County, is approximately 12
square miles and has a population of approximately 36,000. In July of 2017 the
Moorpark City Council approved a Purchase & Sale Agreement with Southern
California Edison which authorized the purchase of 2,229 streetlight poles.
Final CPUC approval of the City of Moorpark’s streetlight system was obtained
August 5, 2018. City of Moorpark has sufficient cash reserves to pay for the
acquisition of streetlight assets and retrofit of existing High-Pressure Sodium
lights to Light Emitting-Diode (LED) lighting technology.
Unique to the City of Moorpark is that there will be a significant number of HPS
streetlights within gated communities that serve private streets throughout the
Community that will not be converted to LED, and will remain LS-1 HPS lights. The
submitted proposer will need to assist City with selection of fixtures that keep the
light profile from the City-owned LED streetlights similar to these adjacent lights.
The City of Moorpark is seeking proposals from interested vendors to provide the
City with Turnkey Streetlight Services including:
A one hundred percent (100%) Streetlight Inventory Audit of all Edison
streetlight assets available for purchase by the City of Moorpark.
Retro-fit, including recommendation of LED fixtures, purchase and
installation of all street lighting to be purchased via the Purchase & Sale
Agreement with Edison, plus all LS-2 rated HPS lights owned by the City of
Moorpark.
Facilitation of all logistical administration including coordinating streetlight
change of ownership between Edison and the City of Moorpark; transition
of streetlights from an LS-1 or LS-2 HPS to an LS-2 LED Tariff, and; all
inventory services including tagging City-owned streetlights and the
development of an inventory database. Inventory services WILL include
existing City LS-2 rated streetlights to provide for a complete streetlight
inventory.
Ongoing third-party operation and maintenance of the City of Moorpark’s
Streetlight System
II. SCHEDULE OF EVENTS Release of RFP September 11, 2018 Pre-Bid Meeting September 17, 2018
Deadline for written questions September 28, 2018
Proposal due date October 3, 2018
City Council award date October 17, 2018
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III. SCOPE OF WORK
A. Turnkey Services
1. Final Valuation Audit and Lighting Assessment
At a minimum, the selected firm shall:
a. Provide a timeline for and perform a comprehensive GIS/GPS audit of all
Southern California Edison (SCE) and City of Moorpark (City) owned
streetlights; audit shall include pole type, ID number, pole age, fixture
type/quantity and wattage, and damage assessment.
b. Perform data analyses reconciling audit data with existing City streetlight
inventory and SCE LS- 1, and LS-2 data to identify LS-1 and LS-2 billing
inaccuracies.
c. Assess and identify cut-over costs associated with the sale and transfer
of streetlights to the City and physical cut-over requirements (ie: ID tags,
lockouts, fuse kits, etc.)
d. Assist the City with a photometric design of the new LED streetlight system
to adequately meet safe night- time lighting standard. (i.e: selection of
distribution types, wattage recommendations, etc.)
e. Develop a City pole ID numbering system and specify tag characteristics,
material and location on the pole for approval by City.
2. Streetlight Acquisition
The City transmitted an executed Purchase and Sale Agreement to SCE in
February 2018. The California Public Utilities Commission (PUC) approved the
streetlight purchase August 5, 2018.
The consultant shall:
a. LED Fixture Identification. The City has not identified light fixtures or
wattages for the streetlight retrofit. Proposer is to provide
recommendations and technical support to identify appropriate LED
light fixtures to retrofit existing streetlights including detailed cost
estimates. For the purposes of this RFP and the Cost Proposal, Exhibit A,
Cost Proposal Sheet provides two lines for Proposer’s to provide two
options of street lighting for each HPS Fixture Wattage and Pole Type. It
also provides a separate line for a per pole inclusive installation cost. City
requests that all recommended options maintain a light temperature of
3000k, and offer a 10-year warranty. The fixture shall include a photocell.
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One of the recommended options should be able to accommodate future
“smart city” capabilities, if one of the other options does not already offer
that functionality. At this time we are only interested in a plug and play
fixture, as the type of capability, which could be as narrow as advanced
lighting controls or include broadband capabilities, will be decided at a later
date, in addition to the other requested features. These options will be for
cost proposal purposes only and the City understands that photometric
studies performed by Proposer under this contract, may change the
suggested fixtures, and that any changes to these fixtures could increase
materials pricing. Proposer warrants that labor cost per pole will not
change as a result of changes to type of fixture.
b. Facilitate transfer of ownership of the streetlights.
c. Provide full support throughout the acquisition process including cutover
support and documentation.
d. Conduct final review of all energy savings and construction cost
estimates with the City to ensure accuracy and compliance.
The City will review the costs to upgrade streetlight hardware, and the costs for
the consultant to manage the improvements, develop ownership strategy, and
manage the streetlight circuit cutovers.
3. Streetlight Conversion to LED
The consultant will coordinate all efforts associated with the design of a complete
project to retrofit existing HPS light fixtures to LED light fixtures.
a. Purchase City approved luminaires from a vendor authorized by the
fixture manufacturer. Contractor shall warrant all labor and replace
defective luminaires and parts thereof for a period of one year from the
date of project acceptance.
b. Manage deliveries and staging of material, this should include any secured
storage considerations.
c. Provide traffic control plans as necessary to be reviewed and approved by
the City and obtain all required no-fee encroachment permits. It is
anticipated that most work zones will be established using standard lane
closure treatments and not require individual traffic control plans. In
situations where more complex traffic patterns exist, custom traffic control
plans may be required. Work requiring traffic control may only occur
between the hours of 9:00 a.m. and 3:00 p.m.
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d. Participate in the development of community outreach and notification
plans with the City’s Public Information Officer to ensure project
awareness and minimize neighborhood disturbance. This process will
include installation of demo fixtures at two locations to be determined by
City representative.
e. Facilitate proper disposal of waste material including old fixtures. All
excess property for this project shall become the property of the
contractor and shall be disposed as necessary in a manner consistent
with the City’s Construction and Demolition Materials Management
Ordinance and all other requirements for disposal of hazardous waste
materials. The contractor shall maintain a manifest of all disposed
fixtures from the project documenting the proper disposal of all fixtures. A
copy of the manifest shall be submitted to the City for our records at the
completion of retrofit process. Failure to submit the manifest will result in
delay of payment for the retrofit work.
f. During installation, comply with all requirements to ensure replacement
LED fixtures receive SCE incentives and are accurately billed to the LS-
2 tariff. The contractor shall verify all billing adjustments and coordinate
inspection of fixtures with SCE as required.
g. Install replacement fixtures. Provide all necessary equipment, hardware,
adapters and any other materials necessary for a quality installation.
Ensure installation quality, compliance with project schedule and proper
disposal and/or recycling of old fixtures.
h. Contractor shall provide quality assurance staff to inspect final work and
correct any “punch list” items identified. The quality assurance staff shall
coordinate with City staff to ensure that appropriate inspection
procedures are followed and all repair items are documented and
forwarded to the City. Should it become evident that common errors are
being made routinely as part of the installation, the contractor shall notify
the City of the issue and the contractor shall develop a plan for
addressing such issues.
i. Test new LED fixtures to ensure that they work and identify locations where
repair needs exist.
j. Train City personnel in all aspects of installation, routine operation,
maintenance, and safety of the LED fixtures installed.
k. Coordinate and attend bi-weekly progress meetings with City staff to
review installations, schedules, work safety, public safety, and waste
material handling procedures and requirements (Construction and
Demolition Materials Management Plan). This meeting may take place in
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person or via conference call.
l. Provide updated electronic post-construction records for all streetlights in
the City that include the date of installation, new fixture installed, and
updates on asset condition, as well as confirmation of the City’s pre-
conversion data (lamp type, wattage, pole type, etc.)
4. Replacement Tag Installation
Based on the approved City Tag Numbering System completed as part of the
Streetlight Assessment, contractor to provide the following services:
a. Furnish tags and band-ties.
b. Remove SCE tags. Furnish and install City streetlight numbering tags and
record the pole ID number with GIS location in a central database.
5. Post Installation/Administration
Following City acceptance of Streetlight Conversion to LED, contractor to provide
the following services:
a. Develop approach and submit required documents for SCE to process all
available rebates and incentives, if applicable, to the City.
b. Administer all efforts required to submit and process tariff change from LS-
1 to LS-2 and amend any billing records if needed. Provide updated
electronic post-construction GIS records for all streetlights in the City that
include the date of installation, new fixture installed, and updates on
asset condition, as well as confirmation of the City’s pre-conversion data
(lamp type, wattage, pole type, etc.).
c. Provide City with a non-proprietary production ready web-based streetlight
management solution and attribute database. Proposer will work with City’s
Public Works Department on requirements for the database to assist the
City and Proposer with maintenance of the streetlight system.
B. On-Going Maintenance
1. Services Provided
Proposer to maintain all City-owned streetlights for a period not to exceed four
(4) years, inclusive of a base term of two (2) years with two (2) incremental
one (1) year renewal options. Maintenance service contractor shall provide the
following services.
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a. Possess a valid California State Contractor’s C-10 license throughout the
contract term, including extensions, if any, and shall be experienced
performing similar services for similar scope of work for public agencies.
b. Contractor must be registered with the Department of Industrial Relations
pursuant to Labor Code section 1725.5 [with limited exceptions from this
requirement for bid purposes only under Labor Code section 1771.1(a)].
No contractor or subcontractor may be awarded a contract for public work
on a public works project unless registered with the Department of
Industrial Relations pursuant to Labor Code section 1725.5. This project
is subject to compliance monitoring and enforcement by the Department of
Industrial Relations.
c. Provide the necessary equipment, personnel and infrastructure to
maintain the City owned streetlights throughout the contract term.
d. Provide routine maintenance on a monthly basis of all fixtures. Routine
maintenance to include: regularly scheduled inspections of luminaires and
components; routine cleaning to get rid of dust, dirt, etc., testing of
emergency/life safety features, if applicable; and measurement of light
output with a light meter. Controls adjustments (especially if the drive
currents were set lower during commissioning), as needed.
e. Provide and administer a customer service center including, at a minimum,
a toll free phone number and website to allow the City and general public
to report any streetlight issues (e.g. outages, knockdowns, etc.)
f. Have qualified and experienced personnel and equipment available to
respond to non-emergency reports of streetlight outages and diagnose
and/or repair the malfunction within 5 working days, unless the degree
of repair dictates an alternative schedule to be coordinated and approved
by the City on a case- by-case basis.
g. Provide qualified and experienced personnel and equipment for 24-hour
on-call/stand-by personnel to respond to emergency conditions.
Personnel must be able to respond on-site to all emergency call outs
within two (2) hours. The contractor must provide a consistent, reliable
means of contacting stand-by personnel through the City’s Sheriff’s
Department dispatch center. General circuit outages and individual
streetlight burnouts generally would not constitute an emergency except
under extenuating circumstances. Examples of typical emergency
response items include:
a) Streetlight knockdowns (estimated 40 per year) including
coordination with SCE on de-energizing lights.
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b) Exposed or damaged wires that constitute a danger to the public
as determined by responding emergency personnel (e.g. Sheriff)
c) Equipment damage that may pose an immediate public danger
(e.g. broken and hanging luminaire/mast arm)
h. Format data and update the City’s GIS mapping system, including unique
identifiers of each asset attribute of the lighting system in a form that is
acceptable by the City.
i. Provide a non-proprietary online work order management system that
allows the City and the general public to remotely check on the status of
their service requests, download historical maintenance reports, and view
GIS data on a secure website portal.
j. Have or establish within sixty days of award of contract, adequate shop
and storage facilities within sixty miles of Moorpark.
k. Assist the City in processing claims for damage caused by other parties
(e.g. insurance claims and restitution) by providing an itemized list of all
relevant information regarding damages and repair costs as needed to
process claims.
l. Provide all administrative services for the warranty enforcement for all
fixtures including photo cells on behalf of the City. Services shall include
review of all malfunctions for warranty related problems, manufacturer
contact, processing/rectifying warranty remedy, negotiate remedy with
manufacturer (with City input as needed), and maintaining appropriate
records for components to preserve warranty terms for the duration of
the maintenance agreement.
m. Quarterly streetlight system reviews and reports, including a summary of
all system activities. Provide cost for review of all streetlight operations
(night check).
n. Respond to and abate graffiti on all streetlight components.
o. Coordinate electrical service repairs/restoration with SCE.
p. Replace all damaged or missing pull box covers.
q. Replace missing pole handhole covers and repair damaged hand hole
covers as needed.
r. Replace pole identification tags as needed.
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s. Submit request for house side shields to the City for review. Furnish and
install shields as authorized by the City (assume 5 per year).
t. Complete all repairs/replacement of equipment as needed to restore
streetlights in cases of a knockdown. Contractor is expected to maintain
an inventory of poles, fixtures and other appurtenances to complete repairs
in a timely and expeditious manner (within 10 working days unless
otherwise approved by the City).
IV. PROPOSAL FORMAT GUIDELINES
A. General
Interested potential proposers are to provide the City of Moorpark with a thorough
statement of qualifications and detailed proposal using the following guidelines.
1. Proposal should be typed and contain no more than 50 typed pages using
a 12-point font size, including cover letter and resumes of key people,
but excluding Table of Contents, tables, charts and graphic exhibits.
Each proposal will adhere to the following order and content of sections.
Proposal should be straightforward, concise and provide layman
explanation of technical terms. Emphasis should be concentrated on
conforming to the RFP instructions, responding to the RFP requirements,
and on providing a complete and clear description of the offer. Proposals
which appear to be unrealistic in terms of technical commitments, lack of
technical competence or are indicative of failure to comprehend the
complexity and risk of this contract may be rejected.
2. Three (3) hard copies and one (1) digital file (PDF) on labeled USB flash
drive shall be signed by a company official with the power to bind the
company and submitted to the City of Moorpark. One (1) copy of each
cost proposal shall be submitted separately in a sealed envelope as
outlined below.
3. Proposals are due to the City no later than 4:30 P.M. October 3, 2018.
The complete proposal package, including all attachments and requisite
copies, should be sealed and marked
“Proposal for Streetlight Acquisition, LED Retrofit, and Maintenance
Services”
and delivered to:
Jessica Sandifer, Community Services Manager
City of Moorpark
799 Moorpark Avenue, Moorpark, CA 93021.
127
B. Cover Letter
Proposals shall include a letter signed by a principal or authorized representative who
can make legally binding commitments for the company and contain the following:
1. Identification of consultant, including name, address and telephone
number.
2. Name, title, address, telephone number and email address of contact
person during period of proposal evaluation.
3. A short synopsis of the Proposer’s approach to completing tasks,
delivering final products and ongoing maintenance strategy.
C. Statement of Qualifications
The proposal should describe the qualifications of the firm in both staffing and
experience in a manner that demonstrates competence to perform these requested
services.
1. Profile of the firm’s experience. Include resumes of project team/sub-
contractors that outline their technical and design experience. At a
minimum, this should include the project manager/principal agent,
associates in charge when project manager/principal agent is unavailable,
key personnel, firm size, and an organization chart identifying only those
who will perform work for the proposed project.
2. For your proposal to be considered, the firm must meet these minimum
qualifications. Contractor to have verifiable experience completing similar
LED retrofit installation projects and/or managing municipal streetlight
maintenance operations for at least three separate public agencies over
the past two years. Project information to be provided on Reference
Sheet and should include project description, year completed, client
name, along with a person to contact and their telephone number.
D. Project Understanding
Proposal shall include a statement outlining the proposer’s understanding of the
scope of work.
1. Provide a narrative which addresses the scope of work and shows
understanding of the needs and requirements of the City of Moorpark.
2. Describe the approach to completing the tasks specified in the scope of
work. The work plan shall be of such detail to demonstrate the proposer’s
128
ability to accomplish the project objectives.
3. Identify methods that proposer will use to ensure quality control as well as
budget and schedule control for the project.
4. Identify any special issues, problems or risks that are likely to be
encountered in this project and how the proposer would recommend
addressing them.
E. Tasks/Schedule
Proposal shall include a detailed schedule which lists milestones and estimated
completion dates of each of the tasks identified.
1. Sequentially outline the activities that would be undertaken in
completing the tasks and specify who would perform them.
2. Furnish a project schedule for completing the tasks in terms of elapsed
weeks from the project commencement date.
F. Cost Proposal
See Appendix A for Cost Proposal Sheets. Cost proposal sheets should be
submitted in a separate sealed envelope and marked “Cost Proposal”. Cost
proposals will be reviewed secondary to evaluation and award criteria listed in
Section G below.
G. Evaluation and Award
1. The City maintains the option to award to multiple vendors.
2. Contract will be awarded based on the following criteria (in order of
importance):
• Qualifications
• References & Related experience
• Understanding of project
• Task outline & schedule
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H. SAMPLE CONTRACT – TURN KEY SERVICES (PRE-ACQUISITION,
ACQUISITION, LED RETROFIT, POST INSTALLATION ADMINISTRATION)
AGREEMENT BETWEEN THE CITY OF MOORPARK AND
______________________, FOR STREETLIGHT TURNKEY SERVICES
THIS AGREEMENT, executed as of this ____ day of _____________________,
2018, between the City of Moorpark, a municipal corporation (“City”) and __________, a
_________ (“Contractor”). In consideration of the mutual covenants and conditions set
forth herein, the parties agree as follows:
WHEREAS, City has the need for construction and other services related to
acquisition and LED retrofit for the streetlighting system in the City of Moorpark; and
WHEREAS, Contractor specializes in providing such services and has the proper
work experience, certifications, and background to carry out the duties involved; and
WHEREAS, on __________________, ____, the City Council of the City of
Moorpark authorized the City Manager to enter into this Agreement after public bidding in
accordance with California Public Contract Code Section 20160, et seq.
NOW, THEREFORE, in consideration of the mutual covenants, benefits, and
premises herein stated, the parties hereto agree as follows:
1. TERM
The term of the Agreement shall be from the date of City Council approval on
________________, ________ until completion of the work identified in the Scope of
Services and in conformance with Exhibit________, unless this Agreement is terminated
or suspended consistent with Section 6 of this Agreement.
2. SCOPE OF SERVICES
City does hereby retain Contractor in a contractual capacity to provide construction
and other services related to acquisition and retrofit for the streetlighting system in the City
of Moorpark, as set forth in Exhibit____: Contractor’s Bid Proposal, dated______ which
exhibit is attached hereto and incorporated herein by this reference as though set forth in
full and hereinafter referred to as the “Proposal” and as set forth in Exhibit_______: City
Bid Documents, which exhibit is attached hereto and incorporated herein by this reference
as though set forth in full and hereinafter referred to as “Bid Documents”. Where said
services as set forth in Exhibits __ and __ are modified by this Agreement, or in the event
there is a conflict between the provisions of Exhibit ___, Exhibit ___, and this Agreement,
the language contained in this Agreement shall take precedence.
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Contractor shall perform the tasks described and set forth in Exhibit______ and
Exhibit _______. Contractor shall complete the tasks according to the schedule of
performance which is also set forth in Exhibit______.
Compensation for the services to be performed by Contractor shall be in
accordance with Exhibit ___. Compensation shall not exceed the rates or total value of
____________ dollars ($XXXX) as stated in Exhibit_____________, without a written
amendment to the agreement executed by both parties. Payment by City to Contractor
shall be as referred to in this Agreement.
City and Contractor acknowledge that this project is a public work to which
prevailing wages apply, and that a public work project is subject to compliance monitoring
and enforcement by the California Department of Industrial Relations (DIR). Contractor
agrees to comply with and be bound by all the terms, rules and regulations described in
(a) Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor
Code, including without limitation Labor Code Section 1771 and (b) the rules and
regulations established by the DIR implementing such statutes, as though set forth in full
herein, including any applicable amendments made thereto during the term of this
Agreement. For every subcontractor who will perform work on this project, Contractor shall
be responsible for subcontractor’s compliance with (a) and (b) and Contractor shall take
all necessary actions to ensure subcontractor’s compliance. Labor Code Section 1725.5
requires all contractors and subcontractors to annually register with the DIR before bidding
or performing on any public work contract.
3. PERFORMANCE
Contractor shall at all times faithfully, competently, and to the best of Contractor’s
ability, experience, and talent, perform all tasks described herein. Contractor shall employ,
at a minimum, generally accepted standards and practices utilized by persons engaged in
providing similar services as are required of Contractor hereunder in meeting its
obligations under this Agreement.
4. MANAGEMENT
The individual directly responsible for Contractor’s overall performance of the
Agreement provisions herein above set forth and to serve as principal liaison between City
and Contractor shall be _________, and no other individual may be substituted without
the prior written approval of the City Manager.
The City’s contact person in charge of administration of this Agreement, and to
serve as principal liaison between Contractor and City, shall be the City Manager or the
City Manager’s designee.
5. PAYMENT
The City agrees to pay Contractor monthly, in accordance with the terms and the
schedule of payment as set forth in Exhibit ________, attached hereto and incorporated
herein by this reference as though set forth in full, based upon percentage of completion
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of the Scope of Work in Exhibit _____. This amount shall not exceed__________ dollars
($XXXX) for the total term of the Agreement unless additional payment is approved as
provided in this Agreement.
Contractor shall not be compensated for any additional services rendered in
connection with its performance of this Agreement, unless such additional services and
compensation are authorized, in advance, in a written amendment to this Agreement
executed by both parties. The City Manager, if authorized by City Council, may approve
additional work not to exceed ten percent (10%) of the amount of the Agreement.
Contractor shall submit invoices monthly for actual services performed. Invoices
shall be submitted on or about the first business day of each month, or as soon thereafter
as practical, for services provided in the previous month. Payment shall be made within
thirty (30) days of receipt of each invoice as to all non-disputed fees. If the City disputes
any of Contractor’s fees it shall give written notice to Contractor within thirty (30) days of
receipt of any disputed fees set forth on the invoice. Contractor shall provide appropriate
documentation, as determined by the City, for all reimbursable expenses.
6. TERMINATION OR SUSPENSION WITHOUT CAUSE
The City may at any time, for any reason, with or without cause, suspend, or
terminate this Agreement, or any portion hereof, by serving upon the Contractor at least
ten (10) days prior written notice. Upon receipt of said notice, the Contractor shall
immediately cease all work under this Agreement, unless the notice provides otherwise. If
the City suspends or terminates a portion of this Agreement such suspension or
termination shall not make void or invalidate the remainder of this Agreement.
The Contractor may terminate this Agreement only by providing City with written
notice no less than thirty (30) days in advance of such termination. In the event of such
termination, Contractor shall be compensated for such services up to the date of
termination. Such compensation for work in progress shall be prorated as to the
percentage of progress completed at the date of termination.
If the City Manager or the City Manager’s designee determines that the Contractor
is in default in the performance of any of the terms or conditions of this Agreement, the
City may proceed in the manner set forth in Section 6-4 of the Greenbook.
7. DEFAULT OF CONTRACTOR
The Contractor’s failure to comply with the provisions of this Agreement shall
constitute a default. In the event that Contractor is in default for cause under the terms of
this Agreement, City shall have no obligation or duty to continue compensating Contractor
for any work performed after the date of default and can terminate this Agreement
immediately by written notice to the Contractor. If such failure by the Contractor to make
progress in the performance of work hereunder arises out of causes beyond the
Contractor’s control, and without fault or negligence of the Contractor, it shall not be
considered a default.
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If the City Manager or the City Manager’s designee determines that the Contractor
is in default in the performance of any of the terms or conditions of this Agreement, he/she
shall cause to be served upon the Contractor a written notice of the default. The
Contractor shall have five (5) working days after service upon it of said notice in which to
cure the default by rendering a satisfactory performance. In the event that the Contractor
fails to cure its default within such period of time, the City shall have the right,
notwithstanding any other provision of this Agreement, to terminate this Agreement
without further notice and without prejudice to any other remedy to which it may be entitled
at law, in equity or under this Agreement.
8. LIQUIDATED DAMAGES
If the Contractor fails to complete the work, or any portion thereof, within the time
period required by this Agreement or as duly extended in writing by the City Manager,
Contractor shall forfeit and pay to the City, as liquidated damages, the sum of two hundred
fifty dollars ($250) per day for each calendar day the work, or portion thereof, remains
uncompleted after the above specified completion date. Liquidated damages shall be
deducted from any payments due or to become due to the Contractor under the terms of
this Agreement [Government Code Sec. 53069.85]. Progress payments made by the City
after the above specified completion date shall not constitute a waiver of liquidated
damages by the City.
9. OWNERSHIP OF DOCUMENTS
Contractor shall maintain complete and accurate records with respect to sales,
costs, expenses, receipts, and other such information required by City that relate to the
performance of services under this Agreement. Contractor shall maintain adequate
records of services provided in sufficient detail to permit an evaluation of services. All such
records shall be maintained in accordance with generally accepted accounting principles
and shall be clearly identified and readily accessible. Contractor shall provide free access
to the representatives of City or its designees at reasonable times to such books and
records; shall give the City the right to examine and audit said books and records; shall
permit City to make transcripts therefrom as necessary; and shall allow inspection of all
work, data, documents, proceedings, and activities related to this Agreement. Notification
of audit shall be provided at least thirty (30) days before any such audit is conducted.
Such records, together with supporting documents, shall be maintained for a period of ten
(10) years after receipt of final payment.
Upon completion of, or in the event of termination or suspension of this Agreement,
all original documents, designs, drawings, maps, models, computer files, surveys, notes,
and other documents prepared in the course of providing the services to be performed
pursuant to this Agreement shall become the sole property of the City and may be used,
reused, or otherwise disposed of by the City without the permission of the Contractor. With
respect to computer files, Contractor shall make available to the City, at the Contractor’s
office and upon reasonable written request by the City, the necessary computer software
and hardware for purposes of accessing, compiling, transferring, and printing computer
files.
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10. INDEMNIFICATION AND HOLD HARMLESS
Contractor shall indemnify, defend with legal counsel approved by City, and hold
harmless City, its officers, officials, employees and volunteers from and against all liability,
loss, damage, expense, cost (including without limitation reasonable legal counsels’ fees,
expert fees and all other costs and fees of litigation) of every nature arising out of or in
connection with Contractor's negligence, recklessness or willful misconduct in the
performance of work hereunder or its failure to comply with any of its obligations contained
in this Agreement, except such loss or damage which is caused by the sole or active
negligence or willful misconduct of the City. Should conflict of interest principles preclude a
single legal counsel from representing both City and Contractor, or should City otherwise
find Contractor’s legal counsel unacceptable, then Contractor shall reimburse the City its
costs of defense, including without limitation reasonable legal counsels fees, expert fees
and all other costs and fees of litigation. The Contractor shall promptly pay any final
judgment rendered against the City (and its officers, officials, employees and volunteers)
with respect to claims determined by a trier of fact to have been the result of the
Contractor’s negligent, reckless or wrongful performance. It is expressly understood and
agreed that the foregoing provisions are intended to be as broad and inclusive as is
permitted by the law of the state of California and will survive termination of this
Agreement.
Contractor obligations under this section apply regardless of whether or not such
claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense,
judgment, civil fine or penalty, or liability was caused in part or contributed to by an
Indemnitee. However, without affecting the rights of City under any provision of this
agreement, Contractor shall not be required to indemnify and hold harmless City for
liability attributable to the active negligence of City, provided such active negligence is
determined by agreement between the parties or by the findings of a court of competent
jurisdiction. In instances where City is shown to have been actively negligent and where
City active negligence accounts for only a percentage of the liability involved, the
obligation of Contractor will be for that entire portion or percentage of liability not
attributable to the active negligence of City.
Contractor agrees to obtain executed indemnity agreements with provisions
identical to those set forth here in this Section from each and every subcontractor or any
other person or entity involved by, for, with, or on behalf of Contractor in the performance
of this Agreement. In the event Contractor fails to obtain such indemnity obligations from
others as required here, Contractor agrees to be fully responsible according to the terms
of this Section.
Failure of City to monitor compliance with these requirements imposes no
additional obligations on City and will in no way act as a waiver of any rights hereunder.
This obligation to indemnify and defend City as set forth here is binding on the
successors, assigns, or heirs of Contractor and shall survive the termination of this
Agreement or Section.
This Indemnity shall survive termination of the Agreement or Final Payment
hereunder. This Indemnity is in addition to any other rights or remedies that the
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Indemnitees may have under the law or under any other Contract Documents or
Agreements. In the event of any claim or demand made against any party which is entitled
to be indemnified hereunder, City may, in its sole discretion, reserve, retain, or apply any
monies to the Contractor under this Agreement for the purpose of resolving such claims;
provided, however, City may release such funds if the Contractor provides City with
reasonable assurance of protection of the Indemnitees’ interests. City shall, in its sole
discretion, determine whether such assurances are reasonable.
11. INSURANCE
Contractor shall maintain prior to the beginning of and for the duration of this
Agreement insurance coverage as specified in Exhibit A attached hereto and incorporated
herein by this reference as though set forth in full.
12. INDEPENDENT CONTRACTOR
Contractor is and shall at all times remain as to the City a wholly independent
Contractor. The personnel performing the services under this Agreement on behalf of
Contractor shall at all times be under Contractor’s exclusive direction and control. Neither
City nor any of its officers, employees, or agents shall have control over the conduct of
Contractor or any of Contractor’s officers, employees, or agents, except as set forth in this
Agreement. Contractor shall not at any time or in any manner represent that it or any of its
officers, employees, or agents are in any manner officers, employees, or agents of the
City. Contractor shall not incur or have the power to incur any debt, obligation, or liability
against City, or bind City in any manner.
No employee benefits shall be available to Contractor in connection with the
performance of this Agreement. Except for the fees paid to Contractor as provided in the
Agreement, City shall not pay salaries, wages, or other compensation to Contractor for
performing services hereunder for City. City shall not be liable for compensation or
indemnification to Contractor for injury or sickness arising out of performing services
hereunder.
13. LEGAL RESPONSIBILITIES
The Contractor shall keep itself informed of local, state, and federal laws and
regulations which in any manner affect those employed by it or in any way affect the
performance of its service pursuant to this Agreement. The Contractor shall at all times
observe and comply with all such laws and regulations, including but not limited to the
Americans with Disabilities Act and Occupational Safety and Health Administration laws
and regulations. The City and Contractor shall comply with Exhibit B, California Public
Contract Code Section 9204, when applicable. The City, and its officers and employees,
shall not be liable at law or in equity occasioned by failure of the Contractor to comply with
this Section.
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14. ANTI DISCRIMINATION
Neither the Contractor, nor any subcontractor under the Contractor, shall
discriminate in employment of persons upon the work because of race, religious creed,
color, national origin, ancestry, physical disability, mental disability, medical condition,
genetic information, marital status, sex, gender, gender identity, gender expression, age,
sexual orientation, or military and veteran status of such person; or any other basis
protected by applicable federal, state, or local law, except as provided in Section 12940 of
the Government Code. The Contractor shall have responsibility for compliance with this
Section, if applicable [Labor Code Section 1735].
15. UNDUE INFLUENCE
Contractor declares and warrants that no undue influence or pressure is used
against or in concert with any officer or employee of the City in connection with the award,
terms, or implementation of this Agreement, including any method of coercion, confidential
financial arrangement, or financial inducement. No officer or employee of the City will
receive compensation, directly or indirectly from Contractor, or any officer, employee, or
agent of Contractor, in connection with the award of this Agreement or any work to be
conducted as a result of this Agreement. Violation of this Section shall be a material
breach of this Agreement entitling the City to any and all remedies at law or in equity.
16. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES
No member, officer, or employee of the City, or their designees or agents, and no
public official who exercises authority over or responsibilities with respect to the Project
during his/her tenure or for one (1) year thereafter, shall have any interest, direct or
indirect, in any agreement or sub-agreement, or the proceeds thereof, for work to be
performed in connection with the Project performed under this Agreement.
17. CONFLICT OF INTEREST
Contractor covenants that neither they nor any officer or principal of their firm have
any interests, nor shall they acquire any interest, directly or indirectly, which will conflict in
any manner or degree with the performance of their services hereunder. Contractor further
covenants that in the performance of this Agreement, they shall employ no person having
such interest as an officer, employee, agent, or subcontractor. Contractor further
covenants that Contractor has not contracted with nor is performing any services directly
or indirectly, with the developer(s) and/or property owner(s) and/or firm(s) and/or
partnership(s) and/or public agency(ies) owning property and/or processing an entitlement
application for property in the City or its Area of Interest, now or within the past one (1)
year, and further covenants and agrees that Contractor and/or its subcontractors shall
provide no service or enter into any contract with any developer(s) and/or property
owner(s) and/or firm(s) and/or partnership(s) and/or public agency(ies) owning property
and/or processing an entitlement application for property in the City or its Area of Interest,
while under contract with the City and for a one (1) year time period following termination
of this Agreement.
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18. NOTICE
Any notice to be given pursuant to this Agreement shall be in writing, and all such
notices and any other document to be delivered shall be delivered by personal service or
by deposit in the United States mail, certified or registered, return receipt requested, with
postage prepaid, and addressed to the party for whom intended as follows:
To: City Manager
City of Moorpark
799 Moorpark Ave.
Moorpark, CA 93021
To: Att’N
Contractor
Address
City, State Zip
Either party may, from time to time, by written notice to the other, designate a
different address or contact person, which shall be substituted for the one above specified.
Notices, payments and other documents shall be deemed delivered upon receipt by
personal service or as of the third (3rd) day after deposit in the United States mail.
19. CHANGE IN NAME
Should a change be contemplated in the name or nature of the Contractor’s legal
entity, the Contractor shall first notify the City in order that proper steps may be taken to
have the change reflected in the Agreement documents.
20. ASSIGNMENT
Contractor shall not assign this Agreement or any of the rights, duties, or
obligations hereunder. It is understood and acknowledged by the parties that Contractor is
uniquely qualified to perform the services provided for in this Agreement.
21. LICENSES
At all times during the term of this Agreement, Contractor shall have in full force
and effect, all licenses required of it by law for the performance of the services in this
Agreement.
22. VENUE AND GOVERNING LAW
This Agreement is made, entered into, and executed in Ventura County, California,
and any action filed in any court or for arbitration for the interpretation, enforcement or
other action of the terms, conditions, or covenants referred to herein shall be filed in the
applicable court in Ventura County, California. The City and Contractor understand and
agree that the laws of the state of California shall govern the rights, obligations, duties,
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and liabilities of the parties to this Agreement and also govern the interpretation of this
Agreement.
23. ENTIRE AGREEMENT
This Agreement contains the entire understanding between the parties relating to
the obligations of the parties described in this Agreement. All prior or contemporaneous
agreements, understandings, representations, and statements, oral or written, are merged
into this Agreement and shall be of no further force or effect. Each party is entering into
this Agreement based solely upon the representations set forth herein and upon each
party’s own independent investigation of any and all facts such party deems material.
24. CAPTIONS OR HEADINGS
The captions and headings of the various Articles, Paragraphs, Sections, and
Exhibits of this Agreement are for convenience and identification only and shall not be
deemed to limit or define the content of the respective Articles, Paragraphs, Sections, and
Exhibits hereof.
25. AMENDMENTS
Any amendment, modification, or variation from the terms of this Agreement shall
be in writing and shall be effective only upon approval by both parties to this Agreement.
26. TIME OF COMPLETION
City and Contractor agree that time is of the essence in this Agreement. City and
Contractor further agree that Contractor’s failure to perform on or at the times set forth in
this Agreement will damage and injure City, but the extent of such damage and injury is
difficult or speculative to ascertain. Consequently, City and Contractor agree that any
failure to perform by Contractor at or within the times set forth herein shall result in
liquidated damages as defined in this Agreement for each and every day such
performance is late. City and Contractor agree that such sum is reasonable and fair.
Furthermore, City and Contractor agree that this Agreement is subject to Government
Code Section 53069.85 and that each party hereto is familiar with and understands the
obligations of said Section of the Government Code.
27. PRECEDENCE
Contractor is bound by the contents of City’s Bid Documents and Proposal, Exhibits
_________ and _____ attached hereto and incorporated herein by this reference as
though set forth in full. In the event of conflict, the requirements of the City’s Bid
Documents and this Agreement shall take precedence over those contained in the
Proposal.
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28. INTERPRETATION OF AGREEMENT
Should interpretation of this Agreement, or any portion thereof, be necessary, it is
deemed that this Agreement was prepared by the parties jointly and equally, and shall not
be interpreted against either party on the ground that the party prepared the Agreement or
caused it to be prepared.
29. WAIVER
No waiver of any provision of this Agreement shall be deemed, or shall constitute, a
waiver of any other provision, whether or not similar, nor shall any such waiver constitute
a continuing or subsequent waiver of the same provision. No waiver shall be binding
unless executed in writing by the party making the waiver.
30. AUTHORITY TO EXECUTE
The person or persons executing this Agreement on behalf of the Contractor
warrants and represents that he/she has the authority to execute this Agreement on behalf
of the Contractor and has the authority to bind Contractor to the performance of
obligations hereunder.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed the day and year first above written.
CITY OF MOORPARK CONTRACTOR
_____________________________ _____________________________
Troy Brown, City Manager NAME
Title:
Attest:
_____________________________
Maureen Benson, City Clerk
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EXHIBIT A
INSURANCE REQUIREMENTS
Prior to the beginning of and throughout the duration of the Work, Contractor will
maintain insurance in conformance with the requirements set forth below. Contractor will
use existing coverage to comply with these requirements. If that existing coverage does
not meet the requirements set forth here, it will be amended to do so. Contractor
acknowledges that the insurance coverage and policy limits set forth in this section
constitute the minimum amount of coverage required. Any insurance proceeds available to
City in excess of the limits and coverage required in this Agreement and which is
applicable to a given loss, will be available to the City.
Contractor shall provide the following types and amounts of insurance:
Commercial General Liability
Commercial General Liability Insurance shall be provided by an Insurance Services
Office “Commercial General Liability” policy form CG 00 01 or the exact equivalent.
Defense costs must be paid in addition to limits. There shall be no cross liability exclusion
for claims or suits by one insured against another. Limits shall be no less than $2,000,000
per occurrence for all covered losses and no less than $4,000,000 general aggregate.
Contractor’s policy shall contain no endorsements limiting coverage beyond the
basic policy coverage grant for any of the following:
a. Explosion, collapse or underground hazard (XCU)
b. Products and completed operations
c. Pollution liability
d. Contractual liability
Coverage shall be applicable to City for injury to employees of contractors,
subcontractors, or others involved in the project. Policy shall be endorsed to provide a
separate limit applicable to this project.
Workers’ Compensation
Workers’ Compensation insurance shall be provided on a state-approved policy
form providing statutory benefits as required by law with employers’ liability limits no less
than $1,000,000 per accident for all covered losses.
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Business Auto Coverage
Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 06 92
including symbol 1 (Any Auto) or the exact equivalent shall be provided. Limits shall be no
less than $1,000,000 per accident, combined single limit. If Contractor owns no vehicles,
this requirement may be satisfied by a non-owned auto endorsement to the general
liability policy described above. If Contractor or Contractor’s employees will use personal
autos in any way on this project, Contractor shall provide evidence of personal auto
liability coverage for each such person.
Excess or Umbrella Liability
Excess or Umbrella Liability insurance (Over Primary) if used to meet limit
requirements, shall provide coverage at least as broad as specified for the underlying
coverages. Coverage shall be provided on a “pay on behalf” basis, with defense costs
payable in addition to policy limits. There shall be no cross liability exclusion precluding
coverage for claims or suits by one insured against another. Coverage shall be applicable
to City for injury to employees of contractor, subcontractors, or others involved in the
Work. The scope of coverage provided is subject to the approval of city following receipt of
proof of insurance as required herein. Limits are subject to review.
Insurance procured pursuant to these requirements shall be written by insurers that
are admitted carriers in the state of California and with A.M. Best rating of A- or better and
a minimum financial size of VII.
Contractor and City agrees as follows:
1. Contractor agrees to endorse the third party general liability coverage required
herein to include as additional insureds City, its officials, employees, agents, using
standard ISO endorsement No. CG 2010 with an edition date prior to 1992.
Contractor also agrees to require all contractors, subcontractors, and any one else
involved in any way with the project contemplated by this Agreement to do likewise.
2. Any waiver of subrogation express or implied on the part of the City to any party
involved in this Agreement or related documents applies only to the extent of
insurance proceeds actually paid. City, having required that it be named as an
additional insured to all insurance coverage required herein, expressly retains the
right to subrogate against any party for sums not paid by insurance. For its part,
Contractor agrees to waive subrogation rights against City regardless of the
applicability of any insurance proceeds, and to require all contractors,
subcontractors, or others involved in any way with the project contemplated by this
Agreement to do likewise.
3. All insurance coverage maintained or procured by Contractor or required of others
by Contractor pursuant to this Agreement shall be endorsed to delete the
subrogation condition as to the city, or to specifically allow Contractor or others
providing insurance herein to waive subrogation prior to a loss. This endorsement
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shall be obtained regardless of existing policy wording that may appear to allow
such waivers.
4. It is agreed by Contractor and City that insurance provided pursuant to these
requirements is not intended by any party to be limited to providing coverage for the
vicarious liability of City, or to the supervisory role, if any, of City. All insurance
coverage provided pursuant to this or any other Agreement (express or implied) in
any way relating to City is intended to apply to the full extent of the policies
involved. Nothing referred to here or contained in any agreement involving City in
relation to the project contemplated by this Agreement is intended to be construed
to limit the application of insurance coverage in any way.
5. 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.
6. All coverage types and limits required are subject to approval, modification, and
additional requirements by the City, as the need arises. Contractor shall not make
any reductions in scope of coverage (e.g. elimination of contractual liability or
reduction of discover period) that may affect City’s protection without City’s prior
written consent.
7. Proof of compliance with these insurance requirements, consisting of binders of
coverage, or endorsements, or certificates of insurance, shall be delivered to City at
or prior to the execution of this Agreement. In the event such proof of insurance is
not delivered as required, or in the event such insurance is canceled or reduced at
any time and no replacement coverage is provided, City has the right, but not the
duty, to obtain any insurance it deems necessary to protect its interests under this
or any other Agreement and to pay the premium. Any premium so paid by City shall
be charged to and promptly paid by Contractor or deducted from sums due
Contractor, at City option.
8. Contractor agrees to endorse, and to required others to endorse, the insurance
provided pursuant to these requirements, to require 30 days notice to City and the
appropriate tender prior to cancellation or reduction of such liability coverage and
notice of any material alteration or non-renewal of any such coverage, and to
require contractors, subcontractors, and any other party in any way involved with
the project contemplated by this Agreement to do likewise.
9. It is acknowledged by the parties of this Agreement that all insurance coverage
required to be provided by Contractor or any subcontractor, and any other party
involved with the project who is brought onto or involved in the project by
Contractor, is intended to apply first and on a primary non-contributing basis in
relation to any other insurance or self insurance available to the City.
10. Contractor agrees to ensure that subcontractors, and any other party involved with
the project who is brought onto or involved in the project by Contractor, provide the
same minimum insurance coverage required of Contractor. Contractor agrees to
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monitor and review all such coverage and assumes all responsibility for ensuring
that such coverage is provided in conformity with the requirements of this
Agreement. Contractor agrees that upon request, all agreements with
subcontractors and others engaged in this project will be submitted to City for
review.
11. Contractor agrees not to self-insure or to use any self-insured retentions or
deductibles on any portion of the insurance required herein and further agrees that
it will not allow any contractor, subcontractor, architect, engineer, or other entity or
person in any way involved in the performance of Work on the project contemplated
by this Agreement to self-insure its obligations to City. If Contractor’s existing
coverage includes a deductible or self-insured retention, the deductible or self-
insured retention must be declared to the City. At that time the City shall review
options with the Contractor, which may include reduction or elimination of the
deductible or self-insured retention, substitution of other coverage, or other
solutions.
12. The City reserves the right at any time during the term of this Agreement to change
the amounts and types of insurance required by giving the Contractor 90 days
advance written notice of such change. If such change results in substantial
additional cost to the Contractor, the City will negotiate additional compensation
proportional to the increased benefit to City.
13. For purposes of applying insurance coverage only, all contracts pertaining to the
project will be deemed to be executed when finalized and any activity commences
in furtherance of performance under this Agreement.
14. Contractor acknowledges and agrees that any actual or alleged failure on the part
of City to inform Contractor of non-compliance with any insurance requirement in
no way imposes any additional obligations on City nor does it waive any rights
hereunder in this or any other regard.
15. Contractor will renew the required coverage annually as long as City, or its
employees or agents face an exposure from operations of any type pursuance to
this Agreement. This obligation applies whether or not the Agreement is canceled
or terminated for any reason. The insurance shall include but not be limited to
products and completed operations and discontinued operations, where applicable.
Termination of this obligation is not effective until City executes a written statement
to that effect.
16. Contractor agrees to waive its statutory immunity under any workers’ compensation
statute or similar statute, in relation to the City, and to require all subcontractors
and any other person or entity involved in the project contemplated by this
Agreement to do likewise.
17. Requirements of specific coverage features are not intended as limitations on other
requirements or as a waiver of any coverage normally provided by any given policy.
Specific reference to a given coverage feature is for purposes of clarification only
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as it pertains to a given issue, and is not intended by any party or insured to be all-
inclusive.
18. Any provision in any of the construction documents dealing with the insurance
coverage provided pursuant to these requirements, is subordinate to and
superseded by the requirements contained herein. These insurance requirements
are intended to be separate and distinct from any other provision in this Agreement
and are intended by the parties to be interpreted as such.
19. All liability coverage provided according to these requirements must be endorsed to
provide a separate aggregate limit for the project that is the subject of this
Agreement and evidencing products and completed operations coverage for not
less than two years after issuance of a final certificate of occupancy by all
appropriate government agencies or acceptance of the completed work by City.
20. Contractor agrees to be responsible for ensuring that no contract used by any party
involved in any way with the project reserves the right to charge City or Contractor
for the cost of additional insurance coverage required by this Agreement. Any such
provisions are to be deleted with reference to City. It is not the intent of City to
reimburse any third party for the cost of complying with these requirements. There
shall be no recourse against City for payment of premiums or other amounts with
respect thereto.
21. Contractor agrees to obtain and provide to City a copy of Professional Liability
coverage for Architects or Engineers on this project. Liability limit should be
$1,000,000, per claim and in the aggregate..
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EXHIBIT B
PUBLIC CONTRACT CODE SECTION 9204
9204. (a) The Legislature finds and declares that it is in the best interests of the state and
its citizens to ensure that all construction business performed on a public works project in
the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing
with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100)
of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this
section shall apply to any claim by a contractor in connection with a public works project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified
mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for
delay assessed by a public entity under a contract for a public works project.
(B) Payment by the public entity of money or damages arising from work done by, or on
behalf of, the contractor pursuant to the contract for a public works project and payment
for which is not otherwise expressly provided or to which the claimant is not otherwise
entitled.
(C) Payment of an amount that is disputed by the public entity.
(2) “Contractor” means any type of contractor within the meaning of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code who
has entered into a direct contract with a public entity for a public works project.
(3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a
state agency, department, office, division, bureau, board, or commission, the California
State University, the University of California, a city, including a charter city, county,
including a charter county, city and county, including a charter city and county, district,
special district, public authority, political subdivision, public corporation, or nonprofit transit
corporation wholly owned by a public agency and formed to carry out the purposes of the
public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that
department.
(ii) The Department of Transportation as to any project under the jurisdiction of that
department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of
that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its
jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of
the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department.
(vi) The Department of General Services as to all other projects.
(vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or
improvement of any public structure, building, road, or other public improvement of any
kind.
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(5) “Subcontractor” means any type of contractor within the meaning of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code who
either is in direct contract with a contractor or is a lower tier subcontractor.
(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the
claim applies shall conduct a reasonable review of the claim and, within a period not to
exceed 45 days, shall provide the claimant a written statement identifying what portion of
the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public
entity and a contractor may, by mutual agreement, extend the time period provided in this
subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim.
(C) If the public entity needs approval from its governing body to provide the claimant a
written statement identifying the disputed portion and the undisputed portion of the claim,
and the governing body does not meet within the 45 days or within the mutually agreed to
extension of time following receipt of a claim sent by registered mail or certified mail,
return receipt requested, the public entity shall have up to three days following the next
duly publicly noticed meeting of the governing body after the 45-day period, or extension,
expires to provide the claimant a written statement identifying the disputed portion and the
undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and made
within 60 days after the public entity issues its written statement. If the public entity fails to
issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity
fails to respond to a claim issued pursuant to this section within the time prescribed, the
claimant may demand in writing an informal conference to meet and confer for settlement
of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or
certified mail, return receipt requested, the public entity shall schedule a meet and confer
conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if
the claim or any portion of the claim remains in dispute, the public entity shall provide the
claimant a written statement identifying the portion of the claim that remains in dispute and
the portion that is undisputed. Any payment due on an undisputed portion of the claim
shall be processed and made within 60 days after the public entity issues its written
statement. Any disputed portion of the claim, as identified by the contractor in writing, shall
be submitted to nonbinding mediation, with the public entity and the claimant sharing the
associated costs equally. The public entity and claimant shall mutually agree to a mediator
within 10 business days after the disputed portion of the claim has been identified in
writing. If the parties cannot agree upon a mediator, each party shall select a mediator and
those mediators shall select a qualified neutral third party to mediate with regard to the
disputed portion of the claim. Each party shall bear the fees and costs charged by its
respective mediator in connection with the selection of the neutral mediator. If mediation is
unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable
procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including,
but not limited to, neutral evaluation or a dispute review board, in which an independent
third party or board assists the parties in dispute resolution through negotiation or by
issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this
section.
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(D) Unless otherwise agreed to by the public entity and the contractor in writing, the
mediation conducted pursuant to this section shall excuse any further obligation under
Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes
under private arbitration or the Public Works Contract Arbitration Program, if mediation
under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time
periods described in this subdivision or to otherwise meet the time requirements of this
section shall result in the claim being deemed rejected in its entirety. A claim that is denied
by reason of the public entity’s failure to have responded to a claim, or its failure to
otherwise meet the time requirements of this section, shall not constitute an adverse
finding with regard to the merits of the claim or the responsibility or qualifications of the
claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7
percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim
against a public entity because privity of contract does not exist, the contractor may
present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor.
A subcontractor may request in writing, either on his or her own behalf or on behalf of a
lower tier subcontractor, that the contractor present a claim for work which was performed
by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The
subcontractor requesting that the claim be presented to the public entity shall furnish
reasonable documentation to support the claim. Within 45 days of receipt of this written
request, the contractor shall notify the subcontractor in writing as to whether the contractor
presented the claim to the public entity and, if the original contractor did not present the
claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or
specifications for any public works project that may give rise to a claim under this section.
(f) A waiver of the rights granted by this section is void and contrary to public policy,
provided, however, that (1) upon receipt of a claim, the parties may mutually agree to
waive, in writing, mediation and proceed directly to the commencement of a civil action or
binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change
order, claim, and dispute resolution procedures and requirements in addition to the
provisions of this section, so long as the contractual provisions do not conflict with or
otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017.
(h) Nothing in this section shall impose liability upon a public entity that makes loans or
grants available through a competitive application process, for the failure of an awardee to
meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is
repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes
or extends that date.
(Added by Stats. 2016, Ch. 810, Sec. 1. (AB 626) Effective January 1, 2017. Repealed as
of January 1, 2020, by its own provisions.)
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I. SAMPLE CONTRACT –ON-GOING OPERATIONS AND MAINTENANCE
AGREEMENT BETWEEN THE CITY OF MOORPARK AND
____________________, FOR ______________________
THIS AGREEMENT, is made and effective as of this _________ day of
________________________, 2018, between the City of Moorpark, a municipal
corporation (“City”) and ______________________, a ___________ (“Contractor”). In
consideration of the mutual covenants and conditions set forth herein, the parties agree as
follows:
WHEREAS, City has the need for services related to on-going operations and
maintenance of the streetlighting system in the City of Moorpark; and
WHEREAS, Contractor specializes in providing such services and has the proper
work experience, certifications, and background to carry out the duties involved; and
WHEREAS, Contractor has submitted to City a Proposal dated
_______________________, which is attached hereto as Exhibit _____.
NOW, THEREFORE, in consideration of the mutual covenants, benefits, and
premises herein stated, the parties hereto agree as follows:
2. TERM
The term of this Agreement shall be from the date of execution to _____________,
2020 in conformance with Exhibit ___, unless this Agreement is terminated or suspended
pursuant to this Agreement.
The term of the Agreement may be extended, by written agreement of the parties,
for two additional one-year terms.
3. SCOPE OF SERVICES
City does hereby retain Contractor, as an independent contractor, in a contractual
capacity to provide services related to on-going operations and maintenance of the
streetlighting system in the City of Moorpark, as set forth in Exhibit ___. In the event there
is a conflict between the provisions of Exhibit ___ and this Agreement, the language
contained in this Agreement shall take precedence.
Contractor shall perform the tasks described and set forth in Exhibit ___. Contractor
shall complete the tasks according to the schedule of performance, which is also set forth
in ________________________.
Compensation for the services to be performed by Contractor shall be in
accordance with ______________________. Compensation shall not exceed the rates or
total contract value of _________________________________ dollars ($_________.__)
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as stated in ____________________, without a written amendment to the agreement
executed by both parties. Payment by City to Contractor shall be in accordance with the
provisions of this Agreement.
City and Contractor acknowledge that this project is a public work to which
prevailing wages apply, and that a public work project is subject to compliance monitoring
and enforcement by the California Department of Industrial Relations (DIR). Contractor
agrees to comply with and be bound by all the terms, rules and regulations described in
(a) Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor
Code, including without limitation Labor Code Section 1771 and (b) the rules and
regulations established by the DIR implementing such statutes, as though set forth in full
herein, including any applicable amendments made thereto during the term of this
Agreement. For every subcontractor who will perform work on this project, Contractor shall
be responsible for subcontractor’s compliance with (a) and (b), and Contractor shall take
all necessary actions to ensure subcontractor’s compliance. Labor Code Section 1725.5
requires all contractors and subcontractors to annually register with the DIR before bidding
or performing on any public work contract.
4. PERFORMANCE
Contractor shall at all times faithfully, competently and to the best of their ability,
experience, standard of care, and talent, perform all tasks described herein. Contractor
shall employ, at a minimum, generally accepted standards and practices utilized by
persons engaged in providing similar services as are required of Contractor hereunder in
meeting its obligations under this Agreement.
5. MANAGEMENT
The individual directly responsible for Contractor’s overall performance of the
Agreement provisions herein above set forth and to serve as principal liaison between City
and Contractor shall be _________________________, and no other individual may be
substituted without the prior written approval of the City Manager.
The City’s contact person in charge of administration of this Agreement, and to
serve as principal liaison between Contractor and City, shall be the City Manager or the
City Manager’s designee.
6. PAYMENT
Taxpayer ID or Social Security numbers must be provided, on an IRS W-9 form,
before payments may be made to vendors.
The City agrees to pay Contractor monthly, in accordance with the payment rates
and terms and the schedule of payment as set forth in ______________, based upon
actual time spent on the above tasks. This amount shall not exceed
__________________________ dollars ($_______.__) for the total term of the Agreement
unless additional payment is approved as provided in this Agreement.
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Contractor shall not be compensated for any services rendered in connection with
its performance of this Agreement, unless such additional services and compensation are
authorized, in advance, in a written amendment to the agreement executed by both
parties. The City Manager, if authorized by City Council, may approve additional work not
to exceed ten percent (10%) of the amount of the Agreement.
Contractor shall submit invoices monthly for actual services performed. Invoices
shall be submitted on or about the first business day of each month, or as soon thereafter
as practical, for services provided in the previous month. Payment shall be made within
thirty (30) days of receipt of each invoice as to all non-disputed fees. Any expense or
reimbursable cost appearing on any invoice shall be accompanied by a receipt or other
documentation subject to approval of the City Manager. If the City disputes any of
Contractor’s fees or expenses it shall give written notice to Contractor within thirty (30)
days of receipt of any disputed fees set forth on the invoice.
7. TERMINATION OR SUSPENSION WITHOUT CAUSE
The City may at any time, for any reason, with or without cause, suspend or
terminate this Agreement, or any portion hereof, by serving upon the Contractor at least
ten (10) days prior written notice. Upon receipt of said notice, the Contractor shall
immediately cease all work under this Agreement, unless the notice provides otherwise. If
the City suspends or terminates a portion of this Agreement such suspension or
termination shall not make void or invalidate the remainder of this Agreement.
The Contractor may terminate this Agreement only by providing City with written
notice no less than thirty (30) days in advance of such termination.
In the event this Agreement is terminated or suspended pursuant to this Section,
the City shall pay to Contractor the actual value of the work performed up to the time of
termination or suspension, provided that the work performed is of value to the City. Upon
termination or suspension of the Agreement pursuant to this Section, the Contractor will
submit an invoice to the City pursuant to this Agreement.
8. DEFAULT OF CONTRACTOR
The Contractor’s failure to comply with the provisions of this Agreement shall
constitute a default. In the event that Contractor is in default for cause under the terms of
this Agreement, City shall have no obligation or duty to continue compensating Contractor
for any work performed after the date of default and can terminate or suspend this
Agreement immediately by written notice to the Contractor. If such failure by the
Contractor to make progress in the performance of work hereunder arises out of causes
beyond the Contractor’s control, and without fault or negligence of the Contractor, it shall
not be considered a default.
If the City Manager or the City Manager’s designee determines that the Contractor
is in default in the performance of any of the terms or conditions of this Agreement,
designee shall cause to be served upon the Contractor a written notice of the default. The
Contractor shall have seven (7) days after service upon it of said notice in which to cure
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the default by rendering a satisfactory performance. In the event that the Contractor fails
to cure its default within such period of time, the City shall have the right, notwithstanding
any other provision of this Agreement, to terminate this Agreement without further notice
and without prejudice to any other remedy to which it may be entitled at law, in equity or
under this Agreement.
9. LIQUIDATED DAMAGES
If the Contractor fails to complete the work, or any portion thereof, within the time
period required by this Agreement, or as duly extended in writing by the City Manager,
Contractor shall forfeit and pay to the City, as liquidated damages, the sum of one
hundred twenty-five dollars ($125) per day for each calendar day the work, or portion
thereof, remains uncompleted after the above specified completion date. Liquidated
damages shall be deducted from any payments due or to become due to the Contractor
under the terms of this Agreement. Progress payments made by the City after the above
specified completion date shall not constitute a waiver of liquidated damages by the City.
10. OWNERSHIP OF DOCUMENTS
Contractor shall maintain complete and accurate records with respect to sales,
costs, expenses, receipts, and other such information required by City that relate to the
performance of services under this Agreement. Contractor shall maintain adequate
records of services provided in sufficient detail to permit an evaluation of services. All such
records shall be maintained in accordance with generally accepted accounting principles
and shall be clearly identified and readily accessible. Contractor shall provide free access
to the representatives of City or the City’s designees at reasonable times to such books
and records; shall give the City the right to examine and audit said books and records;
shall permit City to make transcripts therefrom as necessary; and shall allow inspection of
all work, data, documents, proceedings, and activities related to this Agreement.
Notification of audit shall be provided at least thirty (30) days before any such audit is
conducted. Such records, together with supporting documents, shall be maintained for a
period of ten (10) years after receipt of final payment.
Upon completion of, or in the event of termination or suspension without cause of
this Agreement, all original documents, designs, drawings, maps, models, computer files,
surveys, notes, and other documents prepared in the course of providing the services to
be performed pursuant to this Agreement shall become the sole property of the City and
may be used, reused, or otherwise disposed of by the City without the permission of the
Contractor. With respect to computer files, Contractor shall make available to the City, at
the Contractor’s office and upon reasonable written request by the City, the necessary
computer software and hardware for purposes of accessing, compiling, transferring, and
printing computer files.
11. INDEMNIFICATION AND HOLD HARMLESS
Contractor shall indemnify, defend and hold harmless City, and any and all of its
officers, employees, and agents (“City Indemnitees”) from and against any and all causes
of action, claims, liabilities, obligations, judgments, or damages, including reasonable legal
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counsels’ fees and costs of litigation (“claims”), arising out of the Contractor’s performance
of its obligations under this Agreement or out of the operations conducted by Contractor,
including the City’s active or passive negligence, except for such loss or damage arising
from the sole negligence or willful misconduct of the City. In the event the City
Indemnitees are made a party to any action, lawsuit, or other adversarial proceeding
arising from Contractor’s performance of this Agreement, the Contractor shall provide a
defense to the City Indemnitees or at the City’s option reimburse the City Indemnitees
their costs of defense, including reasonable legal counsels’ fees incurred in defense of
such claims.
Contractor agrees to obtain executed indemnity agreements with provisions
identical to those set forth in this Section from each and every subcontractor, or any other
person or entity involved by, for, with, or on behalf of Contractor in the performance of this
Agreement. In the event Contractor fails to obtain such indemnity obligations from others
as required here, Contractor agrees to be fully responsible according to the terms of this
Section. Failure of City to monitor compliance with these requirements imposes no
additional obligations on City and will in no way act as a waiver of any rights hereunder.
This obligation to indemnify and defend City as set forth here is binding on the
successors, assigns, or heirs of Contractor and shall survive the termination of this
Agreement or this Section.
City does not and shall not waive any rights that it may have against Contractor by
reason of this Section, because of the acceptance by City, or the deposit with City, of any
insurance policy or certificate required pursuant to this Agreement. The hold harmless and
indemnification provisions shall apply regardless of whether or not said insurance policies
are determined to be applicable to any losses, liabilities, damages, costs, and expenses
described in this Section.
This Indemnity shall survive termination of the Agreement or Final Payment
hereunder. This Indemnity is in addition to any other rights or remedies that the
Indemnitees may have under the law or under any other Contract Documents or
Agreements. In the event of any claim or demand made against any party which is entitled
to be indemnified hereunder, City may, in its sole discretion, reserve, retain, or apply any
monies to the Contractor under this Agreement for the purpose of resolving such claims;
provided, however, City may release such funds if the Contractor provides City with
reasonable assurance of protection of the Indemnitees’ interests. City shall, in its sole
discretion, determine whether such assurances are reasonable.
12. INSURANCE
Contractor shall maintain prior to the beginning of and for the duration of this
Agreement insurance coverage as specified in Exhibit A attached hereto and incorporated
herein by this reference as though set forth in full.
13. INDEPENDENT CONTRACTOR
Contractor is and shall at all times remain as to the City a wholly independent
Contractor. The personnel performing the services under this Agreement on behalf of
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Contractor shall at all times be under Contractor’s exclusive direction and control. Neither
City nor any of its officers, employees, or agents shall have control over the conduct of
Contractor or any of Contractor’s officers, employees, or agents, except as set forth in this
Agreement. Contractor shall not at any time or in any manner represent that it or any of its
officers, employees, or agents are in any manner officers, employees, or agents of the
City. Contractor shall not incur or have the power to incur any debt, obligation, or liability
against City, or bind City in any manner.
No employee benefits shall be available to Contractor in connection with the
performance of this Agreement. Except for the fees paid to Contractor as provided in the
Agreement, City shall not pay salaries, wages, or other compensation to Contractor for
performing services hereunder for City. City shall not be liable for compensation or
indemnification to Contractor for injury or sickness arising out of performing services
hereunder.
14. LEGAL RESPONSIBILITIES
The Contractor shall keep itself informed of local, state and federal laws and
regulations which in any manner affect those employed by it or in any way affect the
performance of its service pursuant to this Agreement. The Contractor shall at all times
observe and comply with all such laws and regulations, including but not limited to the
Americans with Disabilities Act and Occupational Safety and Health Administration laws
and regulations. The City and Contractor shall comply with Exhibit B, California Public
Contract Code Section 9204, when applicable. The City, and its officers and employees,
shall not be liable at law or in equity occasioned by failure of the Contractor to comply with
this Section.
15. ANTI DISCRIMINATION
Neither the Contractor, nor any subcontractor under the Contractor, shall
discriminate in employment of persons upon the work because of race, religious creed,
color, national origin, ancestry, physical disability, mental disability, medical condition,
genetic information, marital status, sex, gender, gender identity, gender expression, age,
sexual orientation, or military and veteran status of such person; or any other basis
protected by applicable federal, state, or local law, except as provided in Section 12940 of
the Government Code. The Contractor shall have responsibility for compliance with this
Section, if applicable [Labor Code Sec. 1735].
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16. UNDUE INFLUENCE
Contractor declares and warrants that no undue influence or pressure is used
against or in concert with any officer or employee of the City in connection with the award,
terms or implementation of this Agreement, including any method of coercion, confidential
financial arrangement, or financial inducement. No officer or employee of the City will
receive compensation, directly or indirectly from Contractor, or any officer, employee or
agent of Contractor, in connection with the award of this Agreement or any work to be
conducted as a result of this Agreement. Violation of this Section shall be a material
breach of this Agreement entitling the City to any and all remedies at law or in equity.
17. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES
No member, officer, or employee of the City, or their designees or agents, and no
public official who exercises authority over or responsibilities with respect to the Services
during his/her tenure or for one (1) year thereafter, shall have any interest, direct or
indirect, in any agreement or sub-agreement, or the proceeds thereof, for work to be
performed in connection with the Services performed under this Agreement.
18. CONFLICT OF INTEREST
Contractor covenants that neither they nor any officer or principal of their firm have
any interests, nor shall they acquire any interest, directly or indirectly, which will conflict in
any manner or degree with the performance of their services hereunder. Contractor further
covenants that in the performance of this Agreement, they shall employ no person having
such interest as an officer, employee, agent, or subcontractor. Contractor further
covenants that Contractor has not contracted with nor is performing any services directly
or indirectly, with the developer(s) and/or property owner(s) and/or firm(s) and/or
partnership(s) and/or public agency(ies) owning property and/or processing an entitlement
application for property in the City or its Area of Interest, now or within the past one (1)
year, and further covenants and agrees that Contractor and/or its subcontractors shall
provide no service or enter into any contract with any developer(s) and/or property
owner(s) and/or firm(s) and/or partnership(s) and/or public agency(ies) owning property
and/or processing an entitlement application for property in the City or its Area of Interest,
while under contract with the City and for a one (1) year time period following termination
of this Agreement.
19. NOTICE
Any notice to be given pursuant to this Agreement shall be in writing, and all such
notices and any other document to be delivered shall be delivered by personal service or
by deposit in the United States mail, certified or registered, return receipt requested, with
postage prepaid, and addressed to the party for whom intended as follows:
To: City Manager
City of Moorpark
799 Moorpark Ave.
Moorpark, CA 93021
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To: ___________________
___________________
___________________
___________________
Either party may, from time to time, by written notice to the other, designate a
different address or contact person, which shall be substituted for the one above specified.
Notices, payments and other documents shall be deemed delivered upon receipt by
personal service or as of the third (3rd) day after deposit in the United States mail.
20. CHANGE IN NAME
Should a change be contemplated in the name or nature of the Contractor’s legal
entity, the Contractor shall first notify the City in order that proper steps may be taken to
have the change reflected in the Agreement documents.
21. ASSIGNMENT
Contractor shall not assign this Agreement or any of the rights, duties or obligations
hereunder. It is understood and acknowledged by the parties that Contractor is uniquely
qualified to perform the services provided for in this Agreement.
22. LICENSES
At all times during the term of this Agreement, Contractor shall have in full force
and effect, all licenses required of it by law for the performance of the services in this
Agreement.
23. VENUE AND GOVERNING LAW
This Agreement is made, entered into, and executed in Ventura County, California,
and any action filed in any court or for arbitration for the interpretation, enforcement or
other action of the terms, conditions, or covenants referred to herein shall be filed in the
applicable court in Ventura County, California. The City and Contractor understand and
agree that the laws of the State of California shall govern the rights, obligations, duties,
and liabilities of the parties to this Agreement and also govern the interpretation of this
Agreement.
24. COST RECOVERY
In the event any action, suit or proceeding is brought for the enforcement of, or the
declaration of any right or obligation pursuant to this Agreement or as a result of any
alleged breach of any provision of this Agreement, the prevailing party shall be entitled to
recover its costs and expenses from the losing party, and any judgment or decree
rendered in such a proceeding shall include an award thereof.
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25. ARBITRATION
Cases involving a dispute between City and Contractor may be decided by an
arbitrator if both sides agree in writing, with costs proportional to the judgment of the
arbitrator.
26. ENTIRE AGREEMENT
This Agreement and the Exhibits attached hereto contain the entire understanding
between the parties relating to the obligations of the parties described in this Agreement.
All prior or contemporaneous agreements, understandings, representations, and
statements, oral or written, are merged into this Agreement and shall be of no further force
or effect. Each party is entering into this Agreement based solely upon the representations
set forth herein and upon each party’s own independent investigation of any and all facts
such party deems material.
27. CAPTIONS OR HEADINGS
The captions and headings of the various Articles, Paragraphs, and Exhibits of this
Agreement are for convenience and identification only and shall not be deemed to limit or
define the content of the respective Articles, Paragraphs, and Exhibits hereof.
28. AMENDMENTS
Any amendment, modification, or variation from the terms of this Agreement shall
be in writing and shall be effective only upon approval by both parties to this Agreement.
29. PRECEDENCE
In the event of conflict, the requirements of the City’s Request for Proposal, if any,
and this Agreement shall take precedence over those contained in the Contractor’s
Proposal.
30. INTERPRETATION OF AGREEMENT
Should interpretation of this Agreement, or any portion thereof, be necessary, it is
deemed that this Agreement was prepared by the parties jointly and equally, and shall not
be interpreted against either party on the ground that the party prepared the Agreement or
caused it to be prepared.
31. WAIVER
No waiver of any provision of this Agreement shall be deemed, or shall constitute, a
waiver of any other provision, whether or not similar, nor shall any such waiver constitute
a continuing or subsequent waiver of the same provision. No waiver shall be binding
unless executed in writing by the party making the waiver.
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32. AUTHORITY TO EXECUTE
The person or persons executing this Agreement on behalf of the Contractor
warrants and represents that he/she has the authority to execute this Agreement on behalf
of the Contractor and has the authority to bind Contractor to the performance of
obligations hereunder.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed the day and year first above written.
CITY OF MOORPARK __________________________________
By:_______________________________ By:_______________________________
Troy Brown, City Manager _____(Name)_________________(Title)_
Attest:
__________________________________
Maureen Benson, City Clerk
157
Exhibit A
INSURANCE REQUIREMENTS
Prior to the beginning of and throughout the duration of Work, Contractor will maintain
insurance in conformance with the requirements set forth below. Contractor will use
existing coverage to comply with these requirements. If that existing coverage does not
meet requirements set forth here, Contractor agrees to amend, supplement or endorse the
existing coverage to do so. Contractor acknowledges that the insurance coverage and
policy limits set forth in this section constitute the minimum amount of coverage required.
Any insurance proceeds available to the City in excess of the limits and coverage required
in this Agreement and which is applicable to a given loss, will be available to the City.
Contractor shall provide the following types and amounts of insurance:
Commercial General Liability Insurance using Insurance Services Office (ISO)
“Commercial General Liability” policy form CG 00 01 or the exact equivalent. Defense
costs must be paid in addition to limits. There shall be no cross liability exclusion for
claims or suits by one insured against another. Limits are subject to review but in no event
less than $1,000,000 per occurrence for all covered losses and no less than $2,000,000
general aggregate.
Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 including
symbol 1 (Any Auto) or the exact equivalent. Limits are subject to review, but in no event
to be less than $1,000,000 per accident. If Contractor owns no vehicles, this requirement
may be satisfied by a non-owned auto endorsement to the general liability policy
described above. If Contractor or Contractor’s employees will use personal autos in any
way on this project, Contractor shall provide evidence of personal auto liability for each
such person.
Workers’ Compensation on a state-approved policy form providing statutory benefits as
required by law with employer’s liability limits no less than $1,000,000 per accident or
disease.
Excess or Umbrella Liability Insurance (Over Primary) if used to meet limit requirements,
shall provide coverage at least as broad as specified for the underlying coverages.
Coverage shall be provided on a “pay on behalf” basis, with defense costs payable in
addition to policy limits. Policy shall contain a provision obligating insurer at the time
insured’s liability is determined, not requiring actual payment by the insured first. There
shall be no cross liability exclusion precluding coverage for claims or suits by one insured
against another. Coverage shall be applicable to the City for injury to employees of
Contractor, subcontractors or others involved in the Work. The scope of coverage
provided is subject to approval by the City following receipt of proof of insurance as
required herein. Limits are subject to review.
Insurance procured pursuant to these requirements shall be written by insurers that are
admitted carriers in the State of California and with an A.M. Bests rating of A- or better
and a minimum financial size of VII.
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General conditions pertaining to provision of insurance coverage by Contractor.
Contractor and the City agree to the following with respect to insurance provided by
Contractor:
1. Contractor agrees to have its insurer endorse the third party general liability
coverage required herein to include as additional insureds the City, its officials,
employees, and agents, using standard ISO endorsement CG 2010 with an edition
prior to 1992. Contractor also agrees to require all contractors and subcontractors
to do likewise.
2. No liability insurance coverage provided to comply with this Agreement shall
prohibit Contractor, or Contractor’s employees, or agents, from waiving the right to
subrogation prior to a loss. Contractor agrees to waive subrogation rights against
the City regardless of the applicability of any insurance proceeds, and to require all
contractors and subcontractors to do likewise.
3. All insurance coverage and limits provided by Contractor and available or
applicable to this Agreement are intended to apply to the full extent of the policies.
Nothing contained in this Agreement or any other agreement relating to the City or
its operation limits the application of such insurance coverage.
4. None of the coverages required herein will be in compliance with these
requirements if they include limiting endorsement of any kind that has not been first
submitted to the City and approved in writing.
5. No liability policy shall contain any provision or definition that would serve to
eliminate so-called “third party action over” claims, including any exclusion for
bodily injury to an employee of the insured or of any contractor or subcontractor.
6. All coverage types and limits required are subject to approval, modification, and
additional requirements by the City, as the need arises. Contractor shall not make
any reductions in scope of coverage (e.g. elimination of contractual liability or
reduction of discovery period) that may affect the City’s protection without the City’s
prior written consent.
7. Proof of compliance with these insurance requirements, consisting of certificates of
insurance evidencing all of the coverages required and an additional insured
endorsement to Contractor’s general liability policy, shall be delivered to city at or
prior to the execution of this Agreement. In the event such proof of any insurance is
not delivered as required, or in the event such insurance is canceled or reduced at
any time and no replacement coverage is provided, the City has the right, but not
the duty, to obtain any insurance it deems necessary to protect its interests under
this or any other Agreement and to pay the premium. Any premium so paid by the
City shall be charged to and promptly paid by Contractor or deducted from sums
due Contractor, at the City’s option.
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8. Certificate(s) are to reflect that the insurer will provide 30 days notice to the City of
any cancellation or reduction of coverage. Contractor agrees to require its insurer
to modify such certificates to delete any exculpatory wording stating that failure of
the insurer to mail written notice of cancellation or reduction of coverage imposes
no obligation, or that any party will “endeavor” (as opposed to being required) to
comply with the requirements of the certificate.
9. It is acknowledged by the parties of this Agreement that all insurance coverage
required to be provided by Contractor or any subcontractor, is intended to apply
first and on a primary, non-contributing basis in relation to any other insurance or
self-insurance available to the City.
10. Contractor agrees to ensure that subcontractors, and any other party involved with
the Work who is brought onto or involved in the Work by Contractor, provide the
same minimum insurance required of Contractor. Contractor 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. Contractor
agrees that upon request, all agreements with subcontractors and others engaged
in the Work will be submitted to the City for review.
11. Contractor agrees not to self-insure or to use any self-insured retentions or
deductibles on any portion of the insurance required herein and further agrees that
it will not allow any contractor, subcontractor, Architect, Engineer, or other entity or
person in any way involved in the performance of Work contemplated by this
Agreement to self-insure its obligations to the City. If Contractor’s existing coverage
includes a deductible or self-insured retention, the deductible or self-insured
retention must be declared to the City. At that time, the City shall review options
with the Contractor, which may include reduction or elimination of the deductible or
self-insured retention, substitution of other coverage, or other solutions.
12. The City reserves the right at any time during the term of the Agreement to change
the amounts and types of insurance required by giving the Contractor 90 days
advance written notice of such change. If such change results in substantial
additional cost to the Contractor, the City will negotiate additional compensation
proportional to the increased benefit to the City.
13. For purposes of applying insurance coverage only, this Agreement will be deemed
to have been executed immediately upon any party hereto taking any steps that
can be deemed to be in furtherance of or towards performance of this Agreement.
14. Contractor acknowledges and agrees that any actual or alleged failure on the part
of the City to inform Contractor of non-compliance with an insurance requirement in
no way imposes any additional obligations to the City nor does it waive any rights
hereunder in this or any other regard.
15. Contractor will renew the required coverage annually as long as the City, or its
employees or agents face an exposure from operations of any type pursuant to this
Agreement. This obligation applies whether or not the Agreement is canceled or
160
terminated for any reason. Termination of this obligation is not effective until the
City executes a written statement to that effect.
16. Contractor shall provide proof that policies of insurance required herein expiring
during the term of this Agreement have been renewed or replaced with other
policies providing at least the same coverage. Proof that such coverage has been
ordered shall be submitted prior to expiration. A coverage binder or letter from
Contractor’s insurance agent to this effect is acceptable. A certificate of insurance
and/or additional insured endorsement as required in these specification applicable
to the renewing or new coverage must be provided to the City within five days of
the expiration of coverage.
17. The provisions of any Workers’ Compensation or similar act will not limit the
obligations of Contractor under this Agreement. Contractor expressly agrees not to
use any statutory immunity defenses under such laws with respect to the City, its
employees, officials, and agents.
18. Requirements of specific coverage features or limits contained in this section are
not intended as limitations on coverage, limits, or other requirements nor as a
waiver of any coverage normally provided by any given policy. 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 limiting or all-inclusive.
19. These insurance requirements are intended to be separate and distinct from any
other provision in this Agreement and are intended by the parties here to be
interpreted as such.
20. The requirements in this section supersede all other sections and provisions of this
Agreement to the extent that any other section or provision conflicts or impairs the
provisions of this section.
21. Contractor agrees to be responsible for ensuring that no contract used by any party
involved in any way with the Work reserves the right to charge the City or
Contractor for the cost of additional insurance coverage required by this
Agreement. Any such provisions are to be deleted with reference to the City. It is
not the intent of the City to reimburse any third party for the cost of complying with
these requirements. There shall be no recourse against the City for payment of
premiums or other amounts with respect thereto.
22. Contractor agrees to provide immediate notice to City of any claim or loss against
Contractor arising out of the work performed under this Agreement. The City
assumes no obligation or liability by such notice, but has the right (but not the duty)
to monitor the handling of any such claim or claims if they are likely to involve the
City.
23. Contractor agrees to obtain and provide to City a copy of Professional Liability
coverage for Architects or Engineers on this project, when required by City. City
shall determine the liability limit.
161
EXHIBIT B
PUBLIC CONTRACT CODE SECTION 9204
9204. (a) The Legislature finds and declares that it is in the best interests of the state and
its citizens to ensure that all construction business performed on a public works project in
the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing
with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100)
of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this
section shall apply to any claim by a contractor in connection with a public works project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified
mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for
delay assessed by a public entity under a contract for a public works project.
(B) Payment by the public entity of money or damages arising from work done by, or on
behalf of, the contractor pursuant to the contract for a public works project and payment
for which is not otherwise expressly provided or to which the claimant is not otherwise
entitled.
(C) Payment of an amount that is disputed by the public entity.
(2) “Contractor” means any type of contractor within the meaning of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code who
has entered into a direct contract with a public entity for a public works project.
(3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a
state agency, department, office, division, bureau, board, or commission, the California
State University, the University of California, a city, including a charter city, county,
including a charter county, city and county, including a charter city and county, district,
special district, public authority, political subdivision, public corporation, or nonprofit transit
corporation wholly owned by a public agency and formed to carry out the purposes of the
public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that
department.
(ii) The Department of Transportation as to any project under the jurisdiction of that
department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of
that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its
jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of
the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department.
(vi) The Department of General Services as to all other projects.
(vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or
improvement of any public structure, building, road, or other public improvement of any
kind.
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(5) “Subcontractor” means any type of contractor within the meaning of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code who
either is in direct contract with a contractor or is a lower tier subcontractor.
(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the
claim applies shall conduct a reasonable review of the claim and, within a period not to
exceed 45 days, shall provide the claimant a written statement identifying what portion of
the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public
entity and a contractor may, by mutual agreement, extend the time period provided in this
subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim.
(C) If the public entity needs approval from its governing body to provide the claimant a
written statement identifying the disputed portion and the undisputed portion of the claim,
and the governing body does not meet within the 45 days or within the mutually agreed to
extension of time following receipt of a claim sent by registered mail or certified mail,
return receipt requested, the public entity shall have up to three days following the next
duly publicly noticed meeting of the governing body after the 45-day period, or extension,
expires to provide the claimant a written statement identifying the disputed portion and the
undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and made
within 60 days after the public entity issues its written statement. If the public entity fails to
issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity
fails to respond to a claim issued pursuant to this section within the time prescribed, the
claimant may demand in writing an informal conference to meet and confer for settlement
of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or
certified mail, return receipt requested, the public entity shall schedule a meet and confer
conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if
the claim or any portion of the claim remains in dispute, the public entity shall provide the
claimant a written statement identifying the portion of the claim that remains in dispute and
the portion that is undisputed. Any payment due on an undisputed portion of the claim
shall be processed and made within 60 days after the public entity issues its written
statement. Any disputed portion of the claim, as identified by the contractor in writing, shall
be submitted to nonbinding mediation, with the public entity and the claimant sharing the
associated costs equally. The public entity and claimant shall mutually agree to a mediator
within 10 business days after the disputed portion of the claim has been identified in
writing. If the parties cannot agree upon a mediator, each party shall select a mediator and
those mediators shall select a qualified neutral third party to mediate with regard to the
disputed portion of the claim. Each party shall bear the fees and costs charged by its
respective mediator in connection with the selection of the neutral mediator. If mediation is
unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable
procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including,
but not limited to, neutral evaluation or a dispute review board, in which an independent
third party or board assists the parties in dispute resolution through negotiation or by
issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this
section.
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(D) Unless otherwise agreed to by the public entity and the contractor in writing, the
mediation conducted pursuant to this section shall excuse any further obligation under
Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes
under private arbitration or the Public Works Contract Arbitration Program, if mediation
under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time
periods described in this subdivision or to otherwise meet the time requirements of this
section shall result in the claim being deemed rejected in its entirety. A claim that is denied
by reason of the public entity’s failure to have responded to a claim, or its failure to
otherwise meet the time requirements of this section, shall not constitute an adverse
finding with regard to the merits of the claim or the responsibility or qualifications of the
claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7
percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim
against a public entity because privity of contract does not exist, the contractor may
present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor.
A subcontractor may request in writing, either on his or her own behalf or on behalf of a
lower tier subcontractor, that the contractor present a claim for work which was performed
by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The
subcontractor requesting that the claim be presented to the public entity shall furnish
reasonable documentation to support the claim. Within 45 days of receipt of this written
request, the contractor shall notify the subcontractor in writing as to whether the contractor
presented the claim to the public entity and, if the original contractor did not present the
claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or
specifications for any public works project that may give rise to a claim under this section.
(f) A waiver of the rights granted by this section is void and contrary to public policy,
provided, however, that (1) upon receipt of a claim, the parties may mutually agree to
waive, in writing, mediation and proceed directly to the commencement of a civil action or
binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change
order, claim, and dispute resolution procedures and requirements in addition to the
provisions of this section, so long as the contractual provisions do not conflict with or
otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017.
(h) Nothing in this section shall impose liability upon a public entity that makes loans or
grants available through a competitive application process, for the failure of an awardee to
meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is
repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes
or extends that date.
(Added by Stats. 2016, Ch. 810, Sec. 1. (AB 626) Effective January 1, 2017. Repealed as
of January 1, 2020, by its own provisions.)
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APPENDICES
A. COST PROPOSAL SHEETS – TURNKEY SERVICES
B. COST PROPOSAL SHEET – ON-GOING OPERATIONS AND MAINTENANCE
C. PAYMENT AND PERFORMANCE BOND FORMS
D. GENERAL PROVISIONS
E. SCE COST VALUATION AND LS-1 INVENTORY
F. DOCUMENTS CHECK LIST
165
APPENDIX A
COST PROPOSAL SHEETS
TURNKEY SERVICES
166
APPENDIX - A.1DESCRIPTIONQUANTITYPER UNIT COSTTOTALAll items associated with Section III.A.1-3 of Scope of Work2,229POTENTIAL EXTRA SERVICE TASKSHOURLY RATELUMP SUM COSTADDITIONAL SUGGESTED SERVICES (OUTSIDE OF SCOPE OF WORK) OPTIONALTASKSTREETLIGHT AUDIT, ASSESSMENT, ACQUISITIONHOURLY RATES FOR ADDITIONAL SERVICESTEAM MEMBER167
APPENDIX - A.2Existing Fixture Wattage Installed Quantity OptionsProposer's Suggested LED (per City specifications)LED WattagePer Unit Cost#1#2#3Per Pole Installation Costs*:Existing Fixture Wattage Installed Quantity OptionsProposer's Suggested LED (per City specifications)LED WattagePer Unit Cost#1#2#3Per Pole Installation Costs*:Existing Fixture Wattage Installed Quantity OptionsProposer's Suggested LED (per City specifications)LED WattagePer Unit Cost#1#2#3Per Pole Installation Costs*:Existing Fixture Wattage Installed Quantity OptionsProposer's Suggested LED (per City specifications)LED WattagePer Unit Cost#1#2#3Per Pole Installation Costs*:Existing Fixture Wattage Installed Quantity OptionsProposer's Suggested LED (per City specifications)LED WattagePer Unit Cost#1#2#3Per Pole Installation Costs*:100W603 (108 dual mast***, 1 decorative****)150214 (25 dual mast***, 43 decorative****)200 200 (1 decorative****)50W 152LED PER UNIT COST STREETLIGHT CONVERSION TO LED70W1192 (2 dual mast fixtures***)168
APPENDIX - A.2Existing Fixture Wattage Installed Quantity OptionsProposer's Suggested LED (per City specifications)LED WattagePer Unit Cost**#1#2#3Per Pole Installation Costs*:*per pole installation costs to be inclusive of all labor and incidental materials to install the selected fixture.**per unit cost to contain only the costs of the fixture and costs incidental to procurement of the fixture.***noting for proposer's information, the number of dual mast LS-1 lights250 1****there are currently 45 decorative light fixtures, of varying wattage, (King Acorn fixture on Washingtonian Poles) in the downtown, 3rd option, where decorative fixture quantity is noted should include cost for retrofit decorative LED fixture for listed wattage.ALTERNATE SERVICES (OUTSIDE OF PROVIDED SCOPE OF WORK) OPTIONAL AT CITY'S DISCRETIONTASKLUMP SUM COSTDesign and install LED lighting system on City-owned pedestrian bridge at the terminus of Leta Yancy Road. Proposer to determine correct quantity/spacing for the bridge to be lit safely. Fixtures to be used to match LED's recently installed at the adjacent Arroyo Vista Park. Fixtures were: CREE LIGHTING 14 FIXTURE: BXSP-B-HT-2LG-A-40K-UL-BKADDITIONAL SERVICES (OUTSIDE OF PROVIDED SCOPE OF WORK) OPTIONALTASKLUMP SUM COST169
APPENDIX B
COST PROPOSAL SHEETS
ON-GOING OPERATIONS AND MAINTENANCE
170
APPENDIX - BUNITSCOSTTOTALPER FIXTURE/POLE/MOLUMP SUM/MOPER FIXTURE/POLELUMP SUM/QTRLYHourly Rate - NormalHourly Rate - NormalHourly Rate - NormalHourly Rate - After HoursHourly Rate - After HoursHourly Rate - After HoursHourly Rate - HolidayHourly Rate - HolidayHourly Rate - HolidayRoutine MaintenanceCall centerInstall House Side Shields (material & labor)Quarterly Streetlight Operation Review (night check)ForemanLaborerOPERATIONS AND MAINTENANCEMaintenance -(outside contractor's 1 year warranty) not regular maintenanceMaintenance -(outside contractor's 1 year warranty) not regular maintenanceMaintenance -(outside contractor's 1 year warranty) not regular maintenanceStreetlight Maintenance WorkerForemanLaborerStreetlight Maintenance WorkerForemanLaborerStreetlight Maintenance WorkerDESCRIPTION171
APPENDIX C
PAYMENT AND PERFORMANCE
BOND FORMS
172
PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Moorpark (“Public Agency”), has awarded to
(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
Streetlight LED Retrofit Project
(Project name)
WHEREAS, Principal is required under the terms of the Contract to furnish a Bond for the
faithful performance of the Contract.
NOW, THEREFORE, we, the undersigned Principal, and
,
(Name and address of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are
held and firmly bound unto the Public Agency in the penal sum of
Dollars ($ ), this amount being not less than
the total Contract Price, in lawful money of the United States of America, for the payment of
which sum well and truly to be made, we bind ourselves, our heirs, successors executors and
administrators, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his,
her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and
abide by, and well and truly keep and perform the covenants, conditions and provisions in the
Contract and any alteration thereof made as therein provided, on the Principal’s part, to be kept
and performed at the time and in the manner therein specified, and in all respects according to
their true intent and meaning, and shall indemnify and save harmless the Public Agency, its
officers, agents and employees, as therein stipulated, then this obligation shall become null and
void one year after the recordation of the Notice of Completion by Principal; otherwise, it shall
be and remain in full force and effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefor,
there shall be included costs and reasonable expenses and fees, including reasonable
attorneys’ fees, incurred by Public Agency in successfully enforcing such obligation, all to be
taxed as costs and included in any judgment rendered. Surety hereby waives any statute of
limitations as it applies to an action on this Bond.
The Surety hereby stipulates and agrees that no change, extension of time, alteration or
addition to the terms of the Contract or of the Work to be performed thereunder or the
specifications accompanying the same shall in any manner affect its obligations under this
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Bond, and it does hereby waive notice of any such change, extension of time, alteration or
addition to the terms of the Contract or to the Work or to the specifications. Surety hereby
waives the provisions of California Civil Code Sections 2845 and 2849. The City is the principal
beneficiary of this Bond and has all rights of a party hereto.
IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall
for all purposes be deemed an original hereof, have been duly executed by Principal and
Surety, on the date set forth below, the name of each corporate party being hereto affixed and
these presents duly signed by its undersigned representative(s) pursuant to authority of its
governing body.
Dated:
“Principal”
By:
Its
By:
Its
(Seal)
“Surety”
By:
Its
By:
Its
(Seal)
Note: This Bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of
the authority of any person signing as attorney-in-fact must be attached. DATE OF BOND MUST NOT
BE BEFORE DATE OF CONTRACT. Surety companies executing Bonds must appear on the
Treasury Department’s most current list (Circular 570 as amended) and be authorized to transact
business in the State where the project is located.
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Bond No. __________
PAYMENT BOND
(LABOR AND MATERIALS)
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Moorpark (“Public Agency”), State of California, has awarded to
(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
Streetlight LED Retrofit Project
(Project name)
WHEREAS, under the terms of the Contract, the Principal is required before entering upon the
performance of the Work, to file a good and sufficient payment Bond with the Public Agency to
secure the claims to which reference is made in Title 3 (commencing with Section 9000) of
Part 6 of Division 4 of the Civil Code.
NOW, THEREFORE, we, the undersigned Principal, and
(Name of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are
held and firmly bound unto the Public Agency and all contractors, subcontractors, laborers,
material suppliers, and other persons employed in the performance of the Contract and referred
to in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code in the penal
sum of
Dollars ($ ), for materials furnished or labor thereon of any
kind, or for amounts due under the Unemployment Insurance Act with respect to this Work or
labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set
forth, and also in case suit is brought upon this Bond, will pay, in addition to the face amount
thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred
by Public Agency in successfully enforcing this obligation, to be awarded and fixed by the court,
and to be taxed as costs and to be included in the judgment therein rendered.
It is hereby expressly stipulated and agreed that this Bond shall inure to the benefit of any and
all persons, companies, and corporations entitled to file claims under Title 3 (commencing with
Section 9000) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or
their assigns in any suit brought upon this Bond.
Upon expiration of the time within which the California Labor Commissioner may serve a civil
wage and penalty assessment against the principal, any of its subcontractors, or both the
principal and its subcontractors pursuant to Labor Code Section 1741, and upon expiration of
the time within which a joint labor management committee may commence an action against the
principal, any of its subcontractors, or both the principal and its subcontractors pursuant to
Labor Code Section 1771.2, if the condition of this Bond be fully performed, then this obligation
shall become null and void six months after the recordation of the Notice of Completion by the
Principal; otherwise, it shall be and remain in full force and effect.
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The Surety hereby stipulates and agrees that no change, extension of time, alteration, or
addition to the terms of the Contract or the Specifications accompanying the same shall in any
manner affect its obligations on this Bond, and it does hereby waive notice of any such change,
extension, alteration, or addition.
IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall
for all purposes be deemed an original hereof, have been duly executed by Principal and
Surety, on the date set forth below, the name of each corporate party being hereto affixed and
these presents duly signed by its undersigned representative(s) pursuant to authority of its
governing body.
Dated:
“Principal”
By:
Its
By:
Its
(Seal)
“Surety”
By:
Its
By:
Its
(Seal)
Note: This Bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of the authority of
any person signing as attorney-in-fact must be attached. DATE OF BOND MUST NOT BE BEFORE DATE
OF CONTRACT. Surety companies executing Bonds must appear on the Treasury Department’s most current list
(Circular 570 as amended) and be authorized to transact business in the State where the project is located.
PLEASE PROVIDE CONTACT INFORMATION FOR THE SURETY AND THE
BROKER IN THE SPACE PROVIDED BELOW
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SURETY – Contact Information
___________________________________
_______
Attn:________________________________
_______
Address:____________________________
_______
City State
Zip_______________________________
Phone
#:__________________________________
_
BROKER – Contact Information
________________________________
_______
Attn:_____________________________
______
Address:_________________________
_______
City State Zip
____________________________
Phone#
________________________________
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APPENDIX D
GENERAL PROVISIONS
SECTION 0. GENERAL PROVISIONS DEFINED
0-1 STANDARD SPECIFICATIONS
The Work described herein shall be done in accordance with the provisions of the 2015 edition
of the Standard Specifications (defined in the Notice Inviting Bids), except for those provisions
that are expressly not incorporated by a provision in the Contract Documents.
0-2 NUMBERING OF SECTIONS
The number of sections and subsections in these General Provisions are compatible with the
numbering in the Standard Specifications. The Special Provisions will be numbered as Sections
700 through 799. Subsections of architectural and/or other work may be numbered according to
the Construction Specifications Institute (CSI) format.
0-3 SUPPLEMENTATION OF STANDARD SPECIFICATIONS
The Sections that follow supplement, but do not replace, the Standard Specifications, except as
otherwise indicated herein. In the event of any conflict between the Standard Specifications and
these General Provisions, these General Provisions shall control.
SECTION 1. TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND
SYMBOLS
The provisions below shall supplement, but not replace, those provisions in Section 1 of the
Standard Specifications.
1-2 TERMS AND DEFINITIONS
Whenever in the Standard Specifications or in the Contract Documents the following terms are
used, they shall be understood to mean the following:
Agency – The City of Moorpark.
Board – The City Council of the City of Moorpark.
Contract Documents – As defined in Standard Specifications Section 1-2, but also
including the General Provisions.
County – County of Ventura, California
Inspector – An authorized representative of the City, assigned by the City to make
inspections of Work performed by or materials supplied by the Contractor.
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Laboratory – A laboratory authorized by the City to test materials and Work involved
in the Contract.
Project – See Work.
Submittal – Any drawing, calculation, specification, product data, samples, manuals,
requests for substitutes, spare parts, photographs, survey data, traffic control plans,
record drawings, Bonds or similar items required to be submitted to the City under
the terms of the Contract.
1-3.3 Institutions
The institutions listed in Section 1-3.3 of the Standard Specifications shall be supplemented by
the list below:
Abbreviation Word or Words
AAN ..................................................................................... American Association of Nurserymen
ACI ..................................................................................................... American Concrete Institute
AGCA ......................................................................... Associated General Contractors of America
APWA .................................................................................... American Public Works Association
ASME .......................................................................... American Society of Mechanical Engineers
CRSI ...................................................................................... Concrete Reinforcing Steel Institute
CSI ......................................................................................... Construction Specifications Institute
IEEE .......................................................................... Institute of Electric and Electronic Engineers
NEC ............................................................................................................ National Electric Code
NEMA ...................................................................... National Electrical Manufacturers Association
NFPA ..................................................................................... National Fire Protection Association
SSS ............................................................................. State of California Standard Specifications,
Latest edition, Department of Transportation
SSP .......................................................................................... State of California Standard Plans,
Latest edition, Department of Transportation
SECTION 2. SCOPE AND CONTROL OF THE WORK
The provisions below shall supplement but not replace those provisions in Section 2 of the
Standard Specifications.
2-2 ASSIGNMENT
Any purported assignment without written consent of the City shall be null, void, and of no
effect, and the Contractor shall hold harmless, defend and indemnify the City and its officers,
officials, employees, agents and representatives with respect to any claim, demand or action
arising from or relating to any unauthorized assignment.
If the City opts to consent to assignment, the City’s consent shall be contingent upon: (1) a
letter from the Surety agreeing to the assignment and assigning all of the Bonds to the assignee
without any reduction, or the assignee supplying all new Bonds in the amounts originally
required under the Contract Documents; and (2) the assignee supplying all of the required
insurance in the amounts required in the Contract Documents. Until the Surety assigns all of
the Bonds or the assignee supplies all of the new Bonds, and until the assignee supplies all of
the required insurance, an assignment otherwise consented to in writing by the City shall not be
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effective. Even if the City consents to assignment, no assignment shall relieve the Contractor of
liability under the Contract.
2-4 CONTRACT BONDS
The Faithful Performance Bond shall remain in force until the date of recordation of the Notice of
Completion. The Material and Labor Bond shall remain in force until expiration of the time
within which the California Labor Commissioner may serve a civil wage and penalty assessment
against the principal, any of its subcontractors, or both the principal and its subcontractors
pursuant to Labor Code Section 1741, and until the expiration of the time within which a joint
labor management committee may commence an action against the principal, any of its
subcontractors, or both the principal and its subcontractors pursuant to Labor Code
Section 1771.2.
Before acceptance of the Project, the Contractor shall submit a warranty or maintenance Bond
that is valid for one year from date of recordation of Notice of Completion by the County
Recorder, in the amount of one hundred percent (100%) of the Contract Price. In lieu of the
warranty or maintenance Bond, Contractor may submit proof from the Surety that the
performance Bond has been extended for the appropriate duration of time. Other than the
details listed herein, the warranty or maintenance Bond shall adhere to the requirements for
Bonds in Section 2-4 of the Standard Specifications. Nothing herein shall abridge or amend
Section 6-8.3 of the Standard Specifications or the related provisions in these Contract
Documents..
All Bonds must be submitted using the required forms, which are in the Contract Documents, or
on any other form approved by the City Attorney.
2-5 PLANS AND SPECIFICATIONS
2-5.1 General
In addition to the requirements under Section 2-5.1 in the Standard Specifications, the
Contractor shall maintain a control set of Plans and Specifications on the Project site at all
times. All final locations determined in the field, and any deviations from the Plans and
Specifications, shall be marked in red on the control set to show the as-built conditions. This
control set of Plans shall also be edited for all Addenda, Requests for Information, Change
Orders, field changes not involving cost, and any other variation that occurred during
construction. Upon completion of all Work, the Contractor shall return the control set to the City.
Final payment will not be made until this requirement is met.
Where a work feature is shown on the drawings or identified in the Specifications but is not
specifically indicated as an item in the Bid sheets, and there is no ambiguity regarding the
requirement to construct, install, or construct and install that work feature, the Contractor is
required to complete the work feature. All costs to the Contractor for constructing, installing, or
both constructing and installing such a work feature shall be included in the Bid.
2-5.2 Precedence of the Contract Documents
With regard to Section 2-5.2 in the Standard Specifications, the General Provisions shall control
over the Special Provisions, and the Notice Inviting Bids and Instructions to Bidders (in that
order) shall control over the Bid, such that the order of precedence shall be as follows:
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1. Permits issued by regulatory agencies with jurisdiction.
2. Change Orders and Supplemental Agreements, whichever occurs last.
3. Contract/Agreement.
4. Addenda.
5. Notice Inviting Bids.
6. Instructions to Bidders.
7. Bid/Proposal.
8. General Provisions.
9. Special Provisions.
10. Plans.
11. Standard Plans.
12. Standard Specifications.
13. Reference Specifications.
2-7 SUBSURFACE DATA
If the City or its consultants have made investigations of subsurface conditions in areas where
the Work is to be performed, such investigations shall be deemed made only for the purpose of
study and design. If a geotechnical or other report has been prepared for the Project, the
Contractor may inspect the records pertaining to such investigations subject to and upon the
conditions hereinafter set forth. The inspection of the records shall be made in the office of the
City. It is the Contractor’s sole responsibility to determine whether such investigations exist,
and the City makes no affirmative or negative representation concerning the existence of such
investigations.
The records of any such investigations are made available solely for the convenience of the
Contractor. It is expressly understood and agreed that the City, their agents, consultants or
employees assume no responsibility whatsoever with respect to the sufficiency or accuracy of
any investigations, the records thereof, and the interpretations set forth therein. No warranty or
guarantee is expressed or implied that the conditions indicated by any such investigations or
records are representative of those existing in the Project area. The Contractor agrees to make
such independent investigations and examination as necessary to be satisfied of the conditions
to be encountered in the performance of the Work.
The Contractor represents that it has studied the Plans, Specifications and other Contract
Documents, and all surveys and investigation reports of subsurface and latent physical
conditions, has made such additional surveys and investigations as necessary for the
performance of the Work at the Contract Price in accordance with the requirements of the
Contract Documents, and that it has correlated the results of all such data with the requirements
of the Contract Documents. No claim of any kind shall be made or allowed for any error,
omission or claimed error or omission, in whole or in part, of any geotechnical exploration or any
other report or data furnished or not furnished by the City.
2-9 SURVEYING
The Contractor shall verify all dimensions on the drawings and shall report to the City any
discrepancies before proceeding with related Work. The Contractor shall perform all survey and
layout Work per the benchmark information on the Project Plans. All surveying Work must
conform to the Professional Land Surveyors’ Act (Business and Professions Code Section 8700
et seq). All Project surveying notes and “cut-sheets” are to be provided to the City after the
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completion of each surveying activity and all final surveying notes shall be provided before final
payment to the Contractor.
Construction stakes shall be set and stationed by Contractor at its expense. Unless otherwise
indicated in the Special Provisions, surveying costs shall be included in the price of items bid.
No separate payment will be made. Re-staking and replacement of construction survey
markers damaged as a result of the Work, vandalism, or accident shall be at the Contractor’s
expense.
2-10 INSPECTION
The Contractor shall arrange and pay for all off-site inspection of the Work required by any
ordinance or governing authorities. The Contractor shall also arrange and pay for other
inspections, including tests in connection therewith, as may be assigned or required.
SECTION 3. CHANGES IN WORK
The provisions below shall supplement but not replace those provisions in Section 3 of the
Standard Specifications.
3-2 CHANGES INITIATED BY THE AGENCY
The City reserves the right, without notice to the Surety, to increase or decrease the quantity of
any item or portion of the Work described in the Contract Documents or to alter or omit portions
of the Work so described, as may be deemed necessary or expedient by the City, without in any
way making the Contract void. Such increases, alterations or decreases of Work shall be
considered and treated as though originally contracted for, and shall be subject to all the terms,
conditions and provisions of the original Contract. The Contractor shall not claim or bring suit
for damages, whether for loss of profits or otherwise, on account of any decrease, alteration or
omission of any kind of Work to be done.
3-3 EXTRA WORK
New and unforeseen work will be classified as Extra Work only when the Work is not covered
and cannot be paid for under any of the various items or combination of items for which a Bid
price appears on the Bid. The Contractor shall not do any Extra Work except upon written order
from the City.
SECTION 4. CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP
The provisions below shall supplement but not replace those provisions in Section 4-1 of the
Standard Specifications.
The Contractor and all Subcontractors, suppliers, and vendors shall guarantee that the Work will
meet all requirements of this Contract as to the quality of materials, equipment, and
workmanship.
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4-1.1 Test of Materials
Except as elsewhere specified, the City shall bear the cost of testing materials and
workmanship that meet or exceed the requirements indicated in the Standard Specifications and
the Special Provisions. The cost of all other tests, including the retesting of material or
workmanship that fails to pass the first test, shall be borne by the Contractor.
If the Contractor requests to substitute an equivalent item for a brand or trade name item, the
burden of proof as to the comparative quality and suitability of alternative equipment or articles
or materials shall be upon the Contractor, and the Contractor shall furnish, at its own expense,
all information necessary or related thereto as required by the City. All requests for substitution
shall be submitted, together with all documentation necessary for the City to determine
equivalence, no later than fourteen (14) Days before the award of Contract, unless a different
deadline is listed in the Special Provisions.
SECTION 5 UTILITIES
The provisions below shall supplement but not replace those provisions in Section 5 of the
Standard Specifications.
5-1 LOCATION
The location and existence of any underground Utility or substructure has not been obtained.
The methods used and costs involved to locate existing elements, points of connection and all
construction methods are the Contractor’s sole responsibility. Accuracy of information
furnished, as to existing conditions, is not guaranteed by the City. The Contractor, at its sole
expense, must make all investigations necessary to determine locations of existing elements,
which may include contacting Underground Service Alert and other private underground locating
firm(s), utilizing specialized locating equipment, hand trenching, or both. For every Dig Alert
Identification Number issued by Underground Service Alert during the course of the Project, the
Contractor must submit to the City the following form. The Contractor shall be responsible for
preserving the integrity of the existing underground utilities at the site.
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UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER FORM
No excavation will be permitted until this form is completed and returned to the City.
Government Code Section 4216 et seq. requires a Dig Alert Identification Number to be issued
before a permit to excavate will be valid.
To obtain a Dig Alert Identification Number, call Underground Service Alert at 811 a minimum of
three (3) Working Days before scheduled excavation. For best response, provide as much
notice as possible up to ten (10) Working Days.
Dig Alert Identification Number: ________________________________________________
Dated:
(“CONTRACTOR”)
By:
Printed Name:
Title:
By:
Printed Name:
Title:
Note: This form is required for every Dig Alert Identification Number issued by Underground
Service during the course of the Work. Additional forms may be obtained from the City upon
request.
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5-1.3 Entry by Utility Owners
The right is reserved to the owners of public Utilities or franchises to enter the Project site for
the purpose of making repairs or changes in their property that may be necessary as a result of
the Work as well as any other reason authorized by the City. When the Contract Documents
provide for the Utility owners to alter, relocate or reconstruct a Utility, or when the Contract
Documents are silent in this regard and it is determined by the City that the Utility owners must
alter, relocate or reconstruct a Utility, the Contractor shall schedule and allow adequate time for
those alterations, relocations or reconstructions by the respective Utility owners. City
employees and agents shall likewise have the right to enter upon the Project site at any time
and for any reason or no reason at all.
5-2 PROTECTION
If Contractor damages or breaks the Utilities, it will be the Contractor’s responsibility to repair
the Utility at no cost to the Utility or the City.
5-3 REMOVAL
Facilities encountered during the prosecution of the Work that are determined to be abandoned
shall be removed by the Contractor as required for the Work, unless directed otherwise by the
City. The remaining portion of the existing Utility which is left in place shall be accurately
recorded, in elevation and plan, on the control set of Contract Drawings.
5-4 RELOCATION
The Contractor shall cooperate fully with all Utility forces of the City or forces of other public or
private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities
that interfere with the progress of the Work. The Contractor shall schedule the Work so as to
minimize interference with the relocation, altering, or other rearranging of facilities.
5-6 COOPERATION
The Contractor’s attention is directed to the fact that Work may be conducted at or adjacent to
the site by other contractors during the performance of the Work under this Contract. The
Contractor shall conduct its operations so as to cause a minimum of interference with the work
of such other contractors, and shall cooperate fully with such contractors to provide continued
safe access to their respective portions of the site, as required to perform work under their
respective contracts. Compensation for compliance shall be included in the various items of the
Work, and no additional compensation shall be allowed therefor.
5-7 NOTIFICATION
The Contractor shall notify the City and the owners of all Utilities and substructures not less than
forty-eight (48) hours before starting construction. The following list of names and telephone
numbers is intended for the convenience of the Contractor and is not guaranteed to be complete
or accurate:
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CITY ENGINEER
(805) 517-6255
TRAFFIC ENGINEER
(805) 517-6285
CITY POLICE DEPARTMENT
(805) 532-2700
CALIFORNIA HIGHWAY PATROL
(805) 553-0800
MOORPARK TRANSIT DIVISION
(805) 517-6257
VENTURA COUNTY WATERWORKS
DISTRICT NO. 1
(805) 378-3000
CALLEGUAS MUNICIPAL WATER
DISTRICT
(805) 526-9323
SO. CALIFORNIA EDISON COMPANY
(800) 655-4555
THE GAS COMPANY
(800) 427-2200
MED TRANS AMBULANCE
(805) 495-4668
TIME WARNER
(888) 892-2253
AT & T
(800) 310-2355
UNDERGROUND SERVICE ALERT
1-800-422-4133
UNION PACIFIC RAILROAD CO.
(800) 336-9193
MOORPARK UNIFIED SCHOOL DIST.
(805) 378-6300
VENTURA COUNTY FIRE PROTECTION DISTRICT
(805) 389-9710
U.S. POST OFFICE
(805) 529-3596
WASTE MGMT/GI RUBBISH
(805) 522-9400
CALTRANS
(805) 653-2584
SUNESYS
California Sales / Operations
(951) 278-0400
SECTION 6. PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK
The provisions below shall supplement but not replace those provisions in Section 6 of the
Standard Specifications.
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule
In addition to the construction schedule required pursuant to Section 6-1.1 of the Standard
Specifications after notification of the Contract award and before any start of the Project, as well
as the revised construction schedule in advance of beginning revised operations, the Contractor
shall submit an updated construction schedule with its monthly invoice every month. Progress
payments shall be contingent upon the receipt of monthly updated construction schedules.
One (1) week before the scheduled pre-construction meeting, the Contractor must submit a
construction schedule to the City for review and approval. The Contractor shall make revisions
as required by the City. The schedule must account for all subcontract work, as well as the
work of the Contractor, submittals, coordination with the other contractors performing concurrent
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work and the Traffic Control Plan. The Contractor shall update this Construction Schedule
when directed by the City, or when:
a. A Change Order significantly affects the Contract completion date or the
sequence of construction approach or activities; or
b. The actual sequence of the Work, or the planned sequence of the Work, is
changed and does not conform to the Contractor’s current accepted Project construction
schedule.
6-1.1.1 Pre-Construction Conference
Approximately ten (10) working Days before the commencement of Work at the site, a pre-
construction conference will be held at the City and shall be attended by the Contractor’s Project
manager, its on-site field superintendent, and any Subcontractors that the Contractor deems
appropriate. Attendance by the Contractor and any Subcontractors designated is mandatory.
Contractor shall submit its twenty-four (24) hour emergency telephone numbers to the City for
approval a minimum of two (2) Working Days before the pre-construction conference. Unless
previously submitted to the City, the Contractor shall bring to the pre-construction conference
copies of each of the following:
1) Construction Schedule.
2) Procurement schedule of major equipment and materials and items requiring
long lead time.
3) Shop drawing/sample submittal schedule.
4) Preliminary schedule of values (lump sum price breakdown) for progress
payment purposes.
5) Written designation of the on-site field superintendent and the Project manager.
Both daytime and emergency telephone numbers shall be included in the written
designation.
The purpose of the conference is to designate responsible personnel and establish a working
relationship. The parties will discuss matters requiring coordination and establish procedures
for handling such matters. The complete agenda will be furnished to the Contractor before the
meeting date. The Contractor shall be prepared to discuss all of the items listed below.
1) The Contractor’s construction schedule.
2) Notification of local residents before starting any Work and keeping them
informed throughout the Project.
3) Procedures for transmittal, review, and distribution of the Contractor’s submittals.
4) Processing applications for payment.
5) Maintaining record documents.
6) Critical Work sequencing.
7) Maintaining sewage service during construction, including proposed by-passes.
8) NPDES requirements, if any.
9) Field decisions and Change Orders.
10) Use of Project site, office and storage areas, security, housekeeping, and the
City’s needs.
11) Major equipment deliveries and priorities.
12) Traffic control.
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13) Any other item that the City representative states is relevant to the meeting.
6-1.1.2 Weekly Progress Meetings
Progress meetings will be held each week during the course of the Project. The meeting
location, day of the week and time of day will be mutually agreed to by the City and the
Contractor. The Contractor shall provide a two (2) week “look ahead” schedule for each
meeting. The construction manager will preside at these meetings and will prepare the meeting
agenda, meeting minutes and will distribute minutes to all persons in attendance. As the Work
progresses, if it is determined by agreement of the attendees, that weekly meetings are not
necessary, the weekly progress meetings may be changed to bi-weekly progress meetings.
6-5 TERMINATION OF THE CONTRACT FOR CONVENIENCE
In addition to the reasons for termination listed in Section 6-5 of the Standard Specifications,
which allow termination upon any written notice, the City may cancel the Contract for any other
reason or for no reason upon thirty (30) Days’ written notice. The rest of the procedure outlined
in Section 6-5 shall apply to such situation, including the Contractor’s required immediate
notification of Subcontractors and suppliers and the payment. In no event (including termination
for impossibility or impracticability, due to conditions or events beyond the control of the City, for
any other reason or for no reason) shall the total amount of money to Contractor exceed the
amount which would have been paid to Contractor for the full performance of the services
described in the Contract.
Furthermore, some of the City’s projects are funded in whole or in part by funds other than the
City’s General Fund. If this Project is funded by such external funds in whole or in part, or if
those external funds are terminated or reduced at any time and for any reason or for no reason
at all, and the City determines at its discretion that no other funding is available for continuation
of this Project, the City will not be obligated to continue funding for the services contained in
these Contract Documents and may terminate the Project immediately. The City shall
reimburse the Contractor for its work satisfactorily completed until the termination date. In no
event shall the total amount of money to the Contractor exceed the amount which the City has
received in funding from its external source. The Special Provisions may include further details
in this regard.
6-6 DELAYS AND EXTENSIONS OF TIME
Unless otherwise agreed in writing, an adjustment to the Contract time by reason of a Change
Order shall be agreed to at the time the Change Order is issued and accepted by Contractor. If
the Change Order does not reserve the right of the parties, or either of them, to seek an
adjustment to the Contract time, then the parties forever relinquish and waive such right and
there shall be no further adjustments to the Contract time.
6-6.1 Extensions of Time
In the event it is deemed appropriate by the City to extend the time for completion of the Work,
any such extension shall not release any guarantee for the Work required by the Contract
Documents, nor shall any such extension of time relieve or release the Sureties on the Bonds
executed. In executing such Bonds, the Sureties shall be deemed to have expressly agreed to
any such extensions of time. The amount of time allowed by an extension of time shall be
limited to the period of the delay giving rise to the same as determined by the City.
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Notwithstanding any dispute which may arise in connection with a claim for adjustment of the
Contract time, the Contractor shall promptly proceed with the Work.
6-6.2 Payment for Delays
Notwithstanding any other terms and conditions of the Contract Documents, the City shall have
no obligation whatsoever to increase the Contract Price or extend the time for delays.
Unless compensation and/or mark up is agreed upon by the City, the Contractor agrees that no
payment of compensation of any kind shall be made to the Contractor for damages or increased
overhead costs caused by any delays in the progress of the Contract, whether such delays are
avoidable or unavoidable or caused by any act or omission of the City or its agents. Any
accepted delay claim shall be fully compensated for by an extension of time to complete the
performance of the Work.
This Section shall not apply to compensable delays caused solely by the City. If a compensable
delay is caused solely by the City, the Contractor shall be entitled to a Change Order that:
(1) extends the time for completion of the Contract by the amount of delay caused by the City;
and (2) provides equitable adjustment, as determined by the City, to the Contractor.
6-8 COMPLETION, ACCEPTANCE AND WARRANTY
The Contractor shall complete all Work under the Contract within one hundred twenty (120)
Working Days from the Notice to Proceed. The Contractor shall not be allowed to begin any
construction activity at the site before the issuance of the Notice to Proceed. Between the
period of the Notice of Award and Notice to Proceed, the Contractor shall process Shop
Drawings and begin procuring equipment and materials.
6-8.2 Acceptance
The Project will not be considered complete and ready for City Council direction to staff
regarding recordation of the Notice of Completion until all required Work is completed, the Work
site is cleaned up in accordance with Section 7-8 of the Standard Specifications, the General
Provisions, and the Special Provisions, and all of the following items have been received by the
City:
1. A form of Notice of Completion, with all information required by the California Civil Code;
2. All written guarantees and warranties;
3. All “as-builts”;
4. The warranty or maintenance Bond or proof from the Surety of the extension of the
performance Bond, as more specifically detailed in Section 2-4 of these General
Provisions; and
5. Duplicate copies of all operating instructions and manufacturer’s operating catalogs
and data, together with such field instructions as necessary to fully instruct City
personnel in correct operation and maintenance procedures for all equipment
installed listed under the electrical, air conditioning, heating, ventilating and other
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trades. This data and instructions shall be furnished for all equipment requiring
periodic adjustments, maintenance or other operation procedures.
The Contractor shall allow at least seven (7) Working Days notice for final inspection. Such
notice shall be submitted to the City in writing.
6-8.3 Warranty
For the purposes of the calculation of the start of the warranty period, the Work shall be deemed
to be completed upon the date of recordation of the Notice of Completion. If that direction is
contingent on the completion of any items remaining on a punchlist, the Work shall be deemed
to be completed upon the date of the City’s acceptance of the final item(s) on that punchlist.
The Contractor shall repair or replace defective materials and workmanship as required in
Section 6-8.3 of the Standard Specification at its own expense. Additionally, the Contractor
agrees to defend, indemnify and hold the City harmless from claims of any kind arising from
damage, injury or death due to such defects.
The parties agree that no certificate given shall be conclusive evidence of the faithful
performance of the Contract, either in whole or in part, and that no payment shall be construed
to be in acceptance of any defective Work or improper materials. Further, the certificate or final
payment shall not terminate the Contractor’s obligations under the warranty herein. The
Contractor agrees that payment of the amount due under the Contract and the adjustments and
payments due for any Work done in accordance with any alterations of the same, shall release
the City, the City Council and its officers and employees from any and all claims or liability on
account of Work performed under the Contract or any alteration thereof.
6-9 LIQUIDATED DAMAGES
For the purposes of the calculation of the start of the liquidated damages, the Work shall be
deemed to be completed when the same has been completed in accordance with the Plans and
Specifications therefor and to the satisfaction of the City, and the City has certified such
completion in accordance with Section 6-8.1 of the Standard Specifications.
SECTION 7. RESPONSIBILITIES OF THE CONTRACTOR
The first paragraph of Section 7-3.1 of the Standard Specifications shall not be incorporated and
shall instead be replaced with the following:
The Contractor shall provide and maintain insurance naming the City, its elected
and appointed officials, officers, employees, attorneys, agents, designated
volunteers, and independent contractors in the role of City officials as insureds or
additional insureds regardless of any inconsistent statement in the policy or any
subsequent endorsement whether liability is attributable to the Contractor or the
City. The insurance provisions shall not be construed to limit the Contractor’s
indemnity obligations contained in the Contract. The City will not be liable for any
accident, loss, or damage to the Work before completion, except as otherwise
specified in Section 6-10.
The first sentence of Section 7-8.4.2 shall not be incorporated, and shall instead be replaced
with the following:
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Construction materials and equipment shall not be stored in Streets, roads, or
highways unless otherwise specified in the Special Provisions or approved by the
City.
The first sentence of the second paragraph of Section 7-9 of the Standard Specifications shall
not be incorporated, and shall instead be replaced with the following:
The Contractor shall relocate, repair, replace, or reestablish all existing
improvements within the Project limits which are not designated for removal (e.g.,
curbs, sidewalks, driveways, signal loops, fences, walls, sprinkler systems, signs,
Utility installations, pavements, structures, etc.) which are damaged or removed
as a result of the Contractor’s or the Subcontractors’ operations or as required by
the Plans and Specifications.
The last paragraph of Subsection 7-9 of the Standard Specifications shall not be incorporated,
and shall instead be replaced with the following:
All costs to the Contractor for protecting, removing, restoring, relocating,
repairing, replacing, or reestablishing existing improvements shall be included in
the Bid.
Section 7-12 of the Standard Specifications shall not be incorporated, and shall instead be
replaced with the following:
The names, addresses and specialties of the Contractor, Subcontractors,
architects or engineers may not be displayed on any signage within the public
right-of-way. This signage prohibition includes advertising banners hung from
truck beds or other equipment.
Otherwise, the provisions below shall supplement but not replace those provisions in Section 7
of the Standard Specifications.
7-1 THE CONTRACTOR’S EQUIPMENT AND FACILITIES
A noise levels should be limited in the vicinity of residential homes and shall apply to all
construction equipment on or related to the job whether owned by the Contractor or not. The
use of excessively loud warning signals shall be avoided, except in those cases required for the
protection of personnel.
7-2 LABOR
7-2.2.1 Public Work
The Contractor acknowledges that the Project is a “public work” as defined in Labor Code
Section 1720 et seq. (“Chapter 1”), and that this Project is subject to (a) Chapter 1, including
without limitation Labor Code Section 1771 and (b) the rules and regulations established by the
Director of Industrial Relations (“DIR”) implementing such statutes. The Contractor shall
perform all Work on the Project as a public work. The Contractor shall comply with and be
bound by all the terms, rules and regulations described in (a) and (b) as though set forth in full
herein.
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7-2.2.2 Copies of Wage Rates
Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for
each craft, classification, or type of worker needed to perform the Project are on file at City Hall
and will be made available to any interested party on request. By initiating any Work on this
Project, the Contractor acknowledges receipt of a copy of the DIR determination of such
prevailing rate of per diem wages, and the Contractor shall post such rates at each job site
covered by these Contract Documents.
7-2.2.3 Job Site Notices
The Contractor is required to post job site notices, as prescribed by regulation.
7-2.2.4 Failure to Pay Prevailing Rates
The Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774
and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for
failure to pay prevailing wages. The Contractor shall, as a penalty paid to the City, forfeit two
hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than
the prevailing rates as determined by the DIR for the work or craft in which the worker is
employed for any public work done pursuant to these Contract Documents by the Contractor or
by any Subcontractor.
7-2.2.5 Apprentices
The Contractor shall comply with and be bound by the provisions of Labor Code Sections
1777.5, 1777.6 and 1777.7 and California Code of Regulations Title 8, Section 200 et seq.
concerning the employment of apprentices on public works projects. The Contractor shall be
responsible for compliance with these Sections for all apprenticeable occupations. Before
commencing Work on this Project, the Contractor shall provide the City with a copy of the
information submitted to any applicable apprenticeship program. Within sixty (60) Days after
concluding Work, Contractor and each of its Subcontractors shall submit to the City a verified
statement of the journeyman and apprentice hours performed under this Contract.
7-2.2.6 Debarment or Suspension
The Contractor shall not perform Work with any Subcontractor that has been debarred or
suspended pursuant to California Labor Code Section 1777.1 or any other federal or State law
providing for the debarment of contractors from public works. The Contractor and
Subcontractors shall not be debarred or suspended throughout the duration of this Contract
pursuant to Labor Code Section 1777.1 or any other federal or State law providing for the
debarment of contractors from public works. If the Contractor or any Subcontractor becomes
debarred or suspended during the duration of the Project, the Contractor shall immediately
notify the City.
7-2.3 Payroll Records
The Contractor shall comply with and be bound by the provisions of Labor Code Section 1776,
which requires the Contractor and each Subcontractor to (1) keep accurate payroll records and
verify such records in writing under penalty of perjury, as specified in Section 1776, (2) certify
and make such payroll records available for inspection as provided by Section 1776, and
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(3) inform the City of the location of the records. The Contractor has ten (10) days in which to
comply subsequent to receipt of a written notice requesting these records, or as a penalty to the
City, the Contractor shall forfeit one hundred dollars ($100) for each Day, or portion thereof, for
each worker, until strict compliance is effectuated. Upon the request of the Division of Labor
Standards Enforcement, these penalties shall be withheld from progress payments then due.
7-2.4 Hours of Labor
The Contractor acknowledges that eight (8) hours labor constitutes a legal day’s work. The
Contractor shall comply with and be bound by Labor Code Section 1810. The Contractor shall
comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties
for workers who work excess hours. The Contractor shall, as a penalty paid to the City, forfeit
twenty-five dollars ($25) for each worker employed in the performance of this Project by the
Contractor or by any Subcontractor for each calendar day during which such worker is required
or permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours
in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3
of the Labor Code. Pursuant to Labor Code Section 1815, work performed by employees of the
Contractor in excess of eight (8) hours per day, and forty (40) hours during any one week shall
be permitted upon public work upon compensation for all hours worked in excess of eight (8)
hours per day at not less than one and one-half (1-1/2) times the basic rate of pay.
7-2.5 Registration with the DIR
In accordance with Labor Code Sections 1725.5 and 1771.1, no contractor or subcontractor
shall be qualified to bid on, be listed in a bid proposal, subject to the requirements of
Section 4104 of the Public Contract Code, or engage in the performance of any contract for
public work, unless currently registered and qualified to perform public work pursuant to
Section 1725.5.
7-2.6 Compliance Monitoring and Posting Job Sites
This Project is subject to compliance monitoring and enforcement by the DIR. The Contractor
shall post job site notices, as prescribed by regulation.
7-2.7 Subcontractors
For every Subcontractor who will perform Work on the Project, the Contractor shall be
responsible for such Subcontractor’s compliance with Chapter 1 and Labor Code Sections 1860
and 3700, and the Contractor shall include in the written Contract between it and each
Subcontractor a copy of the provisions in this Section 7-2 of the General Provisions and a
requirement that each Subcontractor shall comply with those provisions. The Contractor shall
be required to take all actions necessary to enforce such contractual provisions and ensure
Subcontractor’s compliance, including without limitation, conducting a periodic review of the
certified payroll records of the Subcontractor and upon becoming aware of the failure of the
Subcontractor to pay its workers the specified prevailing rate of wages. The Contractor shall
diligently take corrective action to halt or rectify any failure.
7-2.9 Prevailing Wage Indemnity
To the maximum extent permitted by law, the Contractor shall indemnify, hold harmless and
defend (at the Contractor’s expense with counsel reasonably acceptable to the City) the City, its
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officials, officers, employees, agents and independent contractors serving in the role of City
officials, and volunteers from and against any demand or claim for damages, compensation,
fines, penalties or other amounts arising out of or incidental to any acts or omissions listed in
Section 7-2 of the General Provisions by any Person (including the Contractor, its
Subcontractors, and each of their officials, officers, employees and agents) in connection with
any Work undertaken or in connection with the Contract Documents, including without limitation
the payment of all consequential damages, attorneys’ fees, and other related costs and
expenses. All duties of the Contractor under this Section 7-2.9 shall survive expiration or
termination of the Contract.
7-3 LIABILITY INSURANCE
The Contractor shall at all times during the term of the Contract carry, maintain, and keep in full
force and effect the insurance referenced in Section 7-3 of the Standard Specifications, as
modified below.
7-3.1.1 Additional Insureds
The City, its elected and appointed officials, officers, employees, attorneys, agents, designated
volunteers, and independent contractors in the role of City officials, shall be the insured or
named as additional insureds covering the Work, regardless of any inconsistent statement in the
policy or any subsequent endorsement, whether liability is attributable to the Contractor or the
City.
7-3.1.2 No Limitation on Indemnity
The insurance provisions shall not be construed to limit the Contractor’s indemnity obligations
contained in these Contract Documents.
7-3.1.3 Replacement Insurance
The Contractor agrees that it will not cancel, reduce or otherwise modify the insurance
coverage. The Contractor agrees that if it does not keep the required insurance in full force and
effect, and such insurance is available at a reasonable cost, the City may take out the
necessary insurance and pay the premium thereon, and the repayment thereof shall be deemed
an obligation of the Contractor and the cost of such insurance may be deducted, at the option of
the City, from payments due the Contractor. This shall be in addition to all other legal options
available to the City to enforce the insurance requirements.
7-3.1.4 Certificates of Insurance with Original Endorsements
The Contractor shall submit to the City certificates of insurance with the original endorsements,
both of which reference the same policy number, for each of the insurance policies that meet
the insurance requirements, not less than one (1) day before beginning of performance under
the Contract. The endorsements are to be signed by a person authorized by that insurer to bind
coverage on its behalf. Endorsements may be executed on the City’s standard forms titled
“Additional Insured Endorsement,” copies of which are provided in the Contract Documents, or
on any other form that contains substantially the same terms and is approved by the City’s Risk
Manager. In any case, the endorsements must specifically name the City of Moorpark and its
elected and appointed officials, officers, employees, attorneys, agents, designated volunteers,
and independent contractors in the role of City officials as insureds or additional insureds.
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Current insurance certificates and endorsements shall be kept on file with the City at all times
during the term of this Contract. The City reserves the right to require complete, certified copies
of all required insurance policies at any time.
7-3.1.5 Subcontractors
The Contractor shall ensure all Subcontractors and their employees are listed as additional
insureds on all of the Contractor’s insurance.
7-4 INDEMNIFICATION
The following indemnity provisions shall supersede the indemnity in Section 7-3.1 of the
Standard Specifications.
7-4.1 Contractor’s Duty
To the maximum extent permitted by law, the Contractor hereby agrees, at its sole cost and
expense, to defend with competent defense counsel approved by the City Attorney, protect,
indemnify, and hold harmless the City, its elected and appointed officials, officers, employees,
volunteers, attorneys, agents (including those City agents serving as independent contractors in
the role of City representatives), successors, and assigns (collectively “Indemnitees”) from and
against any and all claims (including, without limitation, claims for bodily injury, death or damage
to property), demands, charges, obligations, damages, causes of action, proceedings, suits,
losses, stop payment notices, judgments, fines, liens, penalties, liabilities, costs and expenses
of every kind and nature whatsoever, in any manner arising out of, incident to, related to, in
connection with or resulting from any act, failure to act, error or omission of the Contractor or
any of its officers, agents, attorneys, servants, employees, Subcontractors, material suppliers or
any of their officers, agents, servants or employees, and/or arising out of, incident to, related to,
in connection with or resulting from any term, provision, image, plan, covenant, or condition in
the Contract Documents; including, without limitation, the payment of all consequential
damages, attorneys’ fees, experts’ fees, and other related costs and expenses (individually, a
“Claim,” or collectively, “Claims”). The Contractor shall promptly pay and satisfy any judgment,
award or decree that may be rendered against any of the Indemnitees as to any such Claim.
The Contractor shall reimburse Indemnitees for any and all legal expenses and costs incurred
by each of them in connection therewith or in enforcing the indemnity herein provided. The
Contractor’s obligation to indemnify shall not be restricted to insurance proceeds, if any,
received by the Contractor or Indemnitees. This indemnity shall apply to all Claims regardless
of whether any insurance policies are applicable or whether the Claim was caused in part or
contributed to by an Indemnitees.
7-4.2 Civil Code Exception
Nothing in this Section 7-4 shall be construed to encompass Indemnitees’ sole negligence or
willful misconduct to the limited extent that the underlying Contract is subject to Civil Code
Section 2782(a) or the City’s active negligence to the limited extent that the underlying Contract
Documents are subject to Civil Code Section 2782(b), provided such sole negligence, willful
misconduct or active negligence is determined by agreement between the parties or by the
findings of a court of competent jurisdiction.
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7-4.3 Nonwaiver of Rights
Indemnitees do not and shall not waive any rights that they may possess against the Contractor
because the acceptance by the City, or the deposit with the City, of any insurance policy or
certificate required pursuant to these Contract Documents. This indemnity provision is effective
regardless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees
and shall operate to fully indemnify Indemnitees against any such negligence.
7-4.4 Waiver of Right of Subrogation.
The Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all
rights of subrogation and contribution against the Indemnitees, while acting within the scope of
their duties, from all Claims arising out of or incident to the activities or operations performed by
or on behalf of the Contractor regardless of any prior, concurrent or subsequent active or
passive negligence by Indemnitees.
7-4.5 Survival.
The provisions of this Section 7-4 shall survive the term and termination of the Contract, are
intended to be as broad and inclusive as is permitted by the law of the State, and are in addition
to any other rights or remedies that Indemnitees may have under the law. Payment is not
required as a condition precedent to an Indemnitee’s right to recover under this indemnity
provision, and an entry of judgment against the Contractor shall be conclusive in favor of the
Indemnitee’s right to recover under this indemnity provision.
7-5 PERMITS
Before starting any construction work, the Contractor will be required to obtain all necessary
permits from the City, which may include obtaining a no fee encroachment permit for Work
within the public right-of-way, as well as all other permits required from all other agencies.
Should this Project require construction of trenches or excavations which are five (5) feet or
deeper and into which a person is required to descend, the Contractor shall obtain a Cal/OSHA
permit and furnish the City with a copy before Work can commence on this Project. Contractor
shall bear all cost for fees for all agencies except for the City’s permit fees.
7-7 COOPERATION AND COLLATERAL WORK
The Contractor shall be responsible for coordinating all Work with the City’s street sweeping,
trash pick-up, and maintenance contractors, emergency services departments, utility
companies’ crews, and others when necessary. Payment for conforming to these requirements
shall be included in other items of Work, and no additional payment shall be made thereof.
7-8 WORKSITE MAINTENANCE
Clean-up shall be done as Work progresses at the end of each day and thoroughly before
weekends. The Contractor shall not allow the Work site to become littered with trash and waste
material, but shall maintain the same in a neat and orderly condition throughout the construction
operation. Materials which need to be disposed shall not be stored at the Project site, but shall
be removed by the end of each Working Day. If the job site is not cleaned to the satisfaction of
the City, the cleaning will be done or contracted by the City and shall be back-charged to the
Contractor and deducted from the Contract Price.
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The Contractor shall make arrangements for storing its equipment and materials. The
Contractor shall make its own arrangements for any necessary off-site storage or shop areas
necessary for the proper execution of the Work. Approved areas within Work site may be used
for temporary storage; however, the Contractor shall be responsible for obtaining any necessary
permits from the City. In any case, the Contractor’s equipment and personal vehicles of the
Contractor’s employees shall not be parked on the traveled way or on any section where traffic
is restricted at any time.
The Contractor shall deliver, handle, and store products in accordance with the manufacturer’s
written recommendations and by methods and means that will prevent damage, deterioration,
and loss including theft. Delivery schedules shall be controlled to minimize long-term storage of
products at the Project site and overcrowding of construction spaces. In particular, the
Contractor shall provide delivery and installation coordination to ensure minimum holding or
storage times for products recognized to be flammable, hazardous, easily damaged, or sensitive
to deterioration, theft, and other sources of loss.
Storage shall be arranged to provide access for inspection. The Contractor shall periodically
inspect to assure products are undamaged and are maintained under required conditions.
The Contractor shall promptly remove from the vicinity of the completed Work, all rubbish,
debris, unused materials, concrete forms, construction equipment, and temporary structures
and facilities used during construction. Final acceptance of the Work by the City will be withheld
until the Contractor has satisfactorily complied with the foregoing requirements for final clean-up
of the Project site.
All costs associated with the clean-up and storage required to complete the Project shall be the
sole responsibility of the Contractor.
7-10 SAFETY
The provisions below shall supplement but not replace those provisions in Subsection 7-10 of
the Standard Specifications.
7-10.2 Haul routes
Subsection 7-10.3 of the Standard Specifications shall be deleted and replaced as follows:
The Contractor must obtain the City’s approval before using any haul routes.
Further detail requirements for haul traffic are delineated in the Special
Provisions.
7-10.5.3 Steel Plate Covers
The Contractor shall cover all openings, trenches and excavations at the end of each Work Day
with steel plate covers.
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7-15 RECYCLING OF MATERIALS
Subsection 7-15 is hereby added to the Standard Specifications as follows:
7-15.1 Construction and Demolition Ordinance
The City of Moorpark has adopted a Construction and Demolition (C&D) ordinance which requires
contractors on all demolition and city-sponsored projects, regardless of cost, to prepare a
Construction and Demolition Materials Management Plan (available at
www.moorparkca.gov/CDplan) and to divert a minimum of 65% of material generated during the
project from disposal in a landfill (through reuse or recycling). You will be required to submit a
Diversion Security Deposit of up to 3% of the project valuation to the City to ensure compliance
with the ordinance. The deposit will be returned upon verification that you met the 65% diversion
requirement. Also, a one-time fee for staff time associated with processing your C&D plan will be
charged. You have two options to meet this requirement. You may use the City’s franchised hauler
(Waste Management) who can provide temporary bins and will dispose of your waste at a city
authorized facility. Or you may self-haul your waste to a city authorized certified C&D processing
facility. If you self- haul your waste you must use proper hauling vehicles and bins owned by your
company and those vehicles must be driven by your employees. Please remember that
because this project is a prevailing wage project, the driver of the self-haul vehicle will need to be
paid a prevailing wage rate for driving the C&D materials to the authorized facility. You will need
to submit itemized weigh tickets from each facility documenting your C&D recycling and
disposal that indicates the weight and type of material recycled or disposed. These weigh
tickets will need to be turned in to the Solid Waste Division and verified prior to final payment
release for the job and refund of your C&D diversion security deposit. If diversion requirements are
not met, the City will retain the deposit. Please contact the Solid Waste Division at 805-517-6241
with questions about the C&D ordinance or about how to obtain the forms and documentation
requirements.
SECTION 8. FACILITIES FOR AGENCY PERSONNEL
The provisions of Section 8 of the Standard Specifications shall apply except as modified
herein. No field offices for City personnel shall be required; however, City personnel shall have
the right to enter upon the Project at all times and shall be admitted to the offices of the
Contractor to use the telephone, desk and sanitary facilities provided by the Contractor for its
own personnel.
SECTION 9. MEASUREMENT AND PAYMENT
The provisions below shall supplement but not replace those provisions in Section 9 of the
Standard Specifications.
9-1.2 Methods of Measurement
The Contract Price shall constitute full compensation for all labor, equipment, materials, tools
and incidentals required to complete the Project as outlined in these Contract Documents and
as directed by the City.
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9-3 PAYMENT
9-3.1 General
In accordance with Public Contract Code Section 7107, if no claims have been filed and are still
pending, the amount deducted from the final estimate and retained by the City will be paid to the
Contractor except such amounts as are required by law to be withheld by properly executed and
filed notices to stop payment, or as may be withheld for any other lawful purposes.
9-3.2 Partial and Final Payment
9-3.2.1 Monthly Closure Date and Invoice Date
In accordance with Section 9-3.2 of the Standard Specifications, the monthly closure date shall
be the last Day of each month. A measurement of Work performed and a progress estimate of
the value thereof based on the Contract and of the monthly payment shall be prepared by the
Contractor and submitted to the City before the tenth (10th) Day of the following month for
verification and payment consideration.
9-3.2.2 Payments
The City shall make payments within thirty (30) Days after receipt of the Contractor’s undisputed
and properly submitted payment request, including an updated construction schedule pursuant
to Section 6-1.1 of the General Provisions. The City shall return to the Contractor any payment
request determined not to be a proper payment request as soon as practicable, but not later
than seven (7) Days after receipt, and shall explain in writing the reasons why the payment
request is not proper.
9-3.2.3 Retention
The City shall withhold not less than five percent (5%) from each progress payment. However,
at any time after fifty percent (50%) of the Work has been completed, if the City Council finds
that satisfactory progress is being made, it may, at its discretion, make any of the remaining
progress payments in full for actual Work completed. The City shall withhold not less than five
percent (5%) of the Contract Price from the Final Payment Amount (defined in Section 9-3.2.4)
until at least thirty-five (35) days after recordation of the Notice of Completion, or recordation of
a notice of completion or cessation, but not longer then the period permitted by Public Contract
Code Section 7107.
9-3.2.4 Final Invoice and Payment
Whenever the Contractor shall have completely performed the Contract in the opinion of the
City, the City shall notify the City Clerk that the Contract has been completed in its entirety. The
Contractor shall then submit to the City a written statement of the final quantities of Contract
items for inclusion in the final invoice. Upon receipt of such statement, the City shall check the
quantities included therein and shall authorize a payment amount, which in the City’s opinion
shall be just and fair, covering the value of the total amount of Work done by the Contractor,
less all previous payments and all amounts to be retained under the provisions of the Contract
Documents (“Final Payment Amount”). The City shall then request that the City accept the
Work and that the City Clerk be authorized to file, on behalf of the City in the office of the
County Recorder, a Notice of Completion of the Work herein agreed to be done by the
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Contractor. In addition, the final payment will not be released until the Contractor returns the
control set of Plans and Specifications showing the redlined as-built conditions.
9-3.2.5 Substitute Security
In accordance with Public Contract Code Section 22300, the Contractor may request that it be
permitted to substitute securities in lieu of having retention withheld by the City from progress
payments when such payments become due or, in the alternative, the Contractor may request
that the City make payments of earned retentions directly to an agreed upon designated escrow
agent at the Contractor’s expense. If the Contractor selects either one of these alternatives, the
following shall control.
9-3.2.5.1 Substitution of Securities for Performance Retention
At some reasonable time before any progress payment would otherwise be due and payable to
the Contractor in the performance of Work under these Contract Documents, the Contractor
may submit a request to the City in writing to permit the substitution of retentions with securities
equivalent to the amount estimated by the City (“estimated amount of retention”) to be withheld.
The Contractor shall deposit such securities with the City or may, in the alternative, deposit such
securities in escrow with a State or federally chartered bank in California, as the escrow agent,
at the Contractor’s expense. Such securities will be the equivalent or greater in value of the
estimated amount of retention. If the Contract is modified by written Modifications or Change
Orders or the Contractor otherwise becomes entitled to receive an amount more than the
Contract Price at the time the securities are deposited, the Contractor shall, at the request of the
City, deposit with the City or escrow agent, whichever is applicable, additional securities within a
reasonable time so that the amount of securities on deposit with the City or escrow agent is
equivalent or greater in value than the amount of retention the City would otherwise be entitled
to withhold from progress payments due or to become due to the Contractor as the Work
progresses. The City shall withhold any retention amount that exceeds the security amount until
the additional securities are deposited and, if the deposit is with an escrow agent, the City has
confirmation from that escrow agent of the new total value of securities. Upon satisfactory
completion of the Contract, which shall mean, among other things, that the City is not otherwise
entitled to retain proceeds from progress payments as elsewhere provided in the Contract or
under applicable law, the securities shall be returned to the Contractor. The City shall, within its
sole discretion, determine whether the amount of the securities on deposit with the City or
escrow agent is equal to or greater than the amount of estimated retention of progress
payments that could otherwise be held by the City if the Contractor had not elected to substitute
same with securities.
9-3.2.5.2 Deposit of Retention Proceeds with an Escrow Agent
As an alternative to the substitution of securities, as provided above, or the City otherwise
retaining and holding retention proceeds from progress payments, the Contractor may request
the City to make payments of retentions earned directly to an escrow agent with the same
qualifications as required in Section 9-3.2.5.1 above and at the expense of the Contractor. At its
sole expense, the Contractor may direct the investment of such retention payments into only
such securities as mentioned in Section 9-3.2.5.3 below and shall be entitled to interest earned
on such investments on the same terms provided for securities deposited by the Contractor.
Upon satisfactory completion of the Contract, which shall mean when the City would not
otherwise be entitled to withhold retention proceeds from progress payments had the Contractor
not elected to have such proceeds deposited into escrow, the Contractor shall be allowed to
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receive from the escrow agent all securities, interest and payments deposited into escrow
pursuant to the terms of this Section. The Contractor shall pay to each Subcontractor, not later
than ten (10) Days of receipt of payment, the respective amount of interest earned, net of costs
attributed to retention withheld from each Subcontractor, on the amount withheld to ensure
performance of the Contractor.
9-3.2.5.3 Subcontractor Entitlement to Interest
If the Contractor elects to receive interest on any moneys withheld in retention by the City, then
the Subcontractor shall receive the identical rate of interest received by the Contractor on any
retention moneys withheld from the Subcontractor by the Contractor, less any actual pro rata
costs associated with administering and calculating that interest. In the event that the interest
rate is a fluctuating rate, the rate for the Subcontractor shall be determined by calculating the
interest rate paid during the time that retentions were withheld from the Subcontractor. If the
Contractor elects to substitute securities in lieu of retention, then, by mutual consent of the
Contractor and the Subcontractor, the Subcontractor may substitute securities in exchange for
the release of moneys held in retention by the Contractor. The Contractor shall pay each
Subcontractor, not later than ten (10) Days after receipt of escrow moneys, the amount owed to
each Subcontractor from the moneys plus the respective amount of interest earned, net of costs
attributed to the retention held from each Subcontractor, on the amount of retention withheld to
ensure performance of the Subcontractor.
9-3.2.5.4 Securities Eligible for Investment
Securities eligible for investment shall include those listed in Government Code Section 16430,
bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts,
standby letters of credit, or any other security mutually agreed upon between the Contractor and
the City. The Contractor shall be the beneficial owner of any securities substituted for any
monies withheld and shall receive any interest thereon.
9-3.2.5.5 Escrow Agreement for Security Deposits in Lieu of Retention
The escrow agreement that shall be used for the deposit of securities in lieu of retention shall
substantially conform to the form prescribed in Public Contract Code Section 22300(f).
9-3.2.5.6 Inconsistencies with Prevailing Statutory Requirements
If there is any inconsistency between or differences in Public Contract Code Section 22300 and
the terms of this provision, or any future amendments thereto, Section 22300 shall control.
9-4 AUDIT
The City or its representative shall have the option of inspecting and/or auditing all records and
other written materials used by the Contractor in preparing its billings to the City as a condition
precedent to any payment to the Contractor or in response to a construction claim or a Public
Records Act (Government Code Section 6250 et seq.) request. The Contractor will promptly
furnish documents requested by the City at no cost. Additionally, the Contractor shall be subject
to State Auditor examination and audit at the request of the City or as part of any audit of the
City, for a period of three (3) years after final payment under the Contract. The Contractor shall
include a copy of this Section 9-4 in all contracts with its Subcontractors, and the Contractor
shall be responsible for immediately obtaining those records or other written material from its
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Subcontractors upon a request by the State Auditor or the City. If the Project includes other
auditing requirements, those additional requirements will be listed in the Special Provisions.
SECTION 10. ADDITIONAL TERMS
10-1 NONDISCRIMINATORY EMPLOYMENT
The Contractor shall not unlawfully discriminate against any individual based on race, religious
creed, color, national origin, ancestry, physical disability, mental disability, medical condition,
genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual
orientation or military and veteran status. The Contractor understands and agrees that it is
bound by and will comply with the nondiscrimination mandates of all statutes and local
ordinances and regulations.
10-2 NOTICE TO PROCEED
Upon award of this Contract and signing the Contract Documents, the City shall issue the
Contractor a Notice to Proceed. The City will not authorize any Work to be done under these
Contract Documents before the Contract has been fully executed. Any Work that is done by the
Contractor in advance of such time shall be considered as being done at the Contractor’s own
risk and responsibility, and as a consequence will be subject to rejection.
10-3 CONTRACTOR’S RESPONSIBILITY FOR WORK
Until the final acceptance of the Work by the City as defined in Section 6-8.2 of the General
Provisions, by written action of the City, the Contractor shall have the charge and care thereof
and shall bear the risk of injury or damage to any part of the Work by the action of the elements,
criminal acts, or any other cause. The Contractor shall rebuild, repair, restore and make good
all injuries or damages to any portion of the Work occasioned by any cause before its
completion and acceptance and shall bear the expense thereof, except for such injuries or
damages arising from the sole negligence or willful misconduct of the City, its officers, agents or
employees. In the case of suspension of Work from any cause whatever, the Contractor shall
be responsible for all materials and the protection of Work already completed, shall properly
store and protect them if necessary, and shall provide suitable drainage and erect temporary
structures where necessary.
10-4 PROCEDURE IN CASE OF DAMAGE TO PUBLIC PROPERTY
Any portions of curb, gutter, sidewalk or any other City improvement damaged by the Contractor
during the course of construction shall be replaced by the Contractor at its own cost. The cost
of additional replacement of curb, gutter or sidewalk in excess of the estimated quantities shown
in the Bid form and Specifications, and found necessary during the process of construction (but
not due to damage resulting from carelessness on the part of the Contractor during its
operation), shall be paid to the Contractor at the unit prices submitted in his or her Bid.
10-5 REMOVAL OF INTERFERING OBSTRUCTIONS
The Contractor shall remove and dispose of all debris, abandoned structures, tree roots and
obstructions of any character encountered during the process of excavation. It is understood
that the cost of any such removals are made a part of the unit price bid by the Contractor under
the item for excavation or removal of existing Work.
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10-6 SOILS ENGINEERING AND TESTING
A certified materials testing firm may be retained by the City to perform materials tests during
the Contractor’s entire operation to ascertain compliance with the Contract requirements. The
City shall be responsible for the first series of tests. If the initial tests do not meet the Contract
requirements, the Contractor shall bear the cost of all subsequent tests.
If the City requires other tests or more specific requirements for testing regarding this Project,
those details will be included in the Special Provisions.
10-7 ACCESS TO PRIVATE PROPERTY
Unless otherwise stated in the Special Provisions, the Contractor shall be responsible for all
fees and costs associated with securing permission to access private property for any portion of
the Project.
10-8 WORKING DAYS AND HOURS
The Contractor shall do all Work between the hours of 8:00 a.m. to 5:00 p.m., Monday through
Friday. No Work will be allowed on Saturday, Sunday, or City holidays, which are as follows:
(See Appendix III)
In addition, no Work will be allowed on any special election Day that may be declared. Should a
special election Day be declared, a time extension of one (1) Working Day will be granted for
each such Day.
A permit may have other hours or Days for the Contractor to do the Work, and those hours and
Days shall supersede any hours and Days written in this Section.
Whenever the Contractor is permitted or directed to perform night Work or to vary the period
during which Work is performed during the Working Day, the Contractor shall give twelve (12)
hours’ notice to the City so that inspection may be provided. Also, a charge may be made to the
Contractor for approved overtime or weekend inspections requested by the Contractor.
10-9 CLAIM DISPUTE RESOLUTION
In the event of any dispute or controversy with the City over any matter whatsoever, the
Contractor shall not cause any delay or cessation in or of Work, but shall proceed with the
performance of the Work in dispute. The Contractor shall retain any and all rights provided that
pertain to the resolution of disputes and protests between the parties. The Disputed Work will
be categorized as an “unresolved dispute” and payment, if any, shall be as later determined by
mutual agreement or a court of law. The Contractor shall keep accurate, detailed records of all
Disputed Work, claims and other disputed matters.
All claims arising out of or related to the Contract Documents or this Project, and the
consideration and payment of such claims, are subject to the Government Claims Act
(Government Code Section 810 et seq.) with regard to filing claims and to Public Contract Code
Section 20104 et seq. (Article 1.5) regarding the resolution of public works claims of three
hundred seventy-five thousand dollars ($375,000) or less. This Contract hereby incorporates
those provisions as through fully set forth herein. Thus, the Contractor or any Subcontractor
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must file a claim in accordance with the Government Claims Act as a prerequisite to filing a
construction claim in compliance with Article 1.5, and must then adhere to Article 1.5.
10-10 THIRD PARTY CLAIMS
The City shall have full authority to compromise or otherwise settle any claim relating to the
Project at any time. The City shall timely notify the Contractor of the receipt of any third-party
claim relating to the Project. The City shall be entitled to recover its reasonable costs incurred
in providing this notice.
10-11 COMPLIANCE WITH LAWS
The Contractor shall comply with all applicable federal, State and local laws, ordinances, codes
and regulations in force at the time the Contractor performs pursuant to the Contract
Documents.
10-12 CONTRACTOR’S REPRESENTATIONS
By signing the Contract, the Contractor represents, covenants, agrees, and declares under
penalty of perjury under the laws of the State of California that: (a) the Contractor is licensed,
qualified, and capable of furnishing the labor, materials, and expertise necessary to perform the
services in accordance with the terms and conditions set forth in the Contract Documents;
(b) there are no obligations, commitments, or impediments of any kind that will limit or prevent
its full performance under the Contract Documents; (c) there is no litigation pending against the
Contractor that could adversely affect its performance of the Contract, and the Contractor is not
the subject of any criminal investigation or proceeding; and (d) to the Contractor’s actual
knowledge, neither the Contractor nor its personnel have been convicted of a felony.
10-13 CONFLICTS OF INTEREST
The Contractor agrees not to accept any employment or representation during the term of the
Contract or within twelve (12) months after acceptance as defined in Section 6-8.2 of the
General Provisions that is or may likely make the Contractor “financially interested,” as provided
in Government Code Sections 1090 and 87100, in any decisions made by the City on any
matter in connection with which the Contractor has been retained pursuant to the Contract
Documents.
10-14 APPLICABLE LAW
The validity, interpretation, and performance of these Contract Documents shall be controlled by
and construed under the laws of the State of California, excluding California’s choice of law
rules. Venue for any such action relating to the Contract shall be in the Ventura County
Superior Court.
10-15 TIME
Time is of the essence in these Contract Documents.
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10-16 INDEPENDENT CONTRACTOR
The Contractor and Subcontractors shall at all times remain, as to the City, wholly independent
contractors. Neither the City nor any of its officials, officers, employees or agents shall have
control over the conduct of the Contractor, Subcontractors, or any of their officers, employees,
or agents, except as herein set forth, and the Contractor and Subcontractors are free to dispose
of all portions of their time and activities that they are not obligated to devote to the City in such
a manner and to such Persons that the Contractor or Subcontractors wish except as expressly
provided in these Contract Documents. The Contractor and Subcontractors shall have no
power to incur any debt, obligation, or liability on behalf of the City, bind the City in any manner,
or otherwise act on behalf of the City as agents. The Contractor and Subcontractors shall not,
at any time or in any manner, represent that they or any of their agents, servants or employees,
are in any manner agents, servants or employees of the City. The Contractor and
Subcontractors agree to pay all required taxes on amounts paid to them under the Contract, and
to indemnify and hold the City harmless from any and all taxes, assessments, penalties, and
interest asserted against the City by reason of the independent contractor relationship created
by the Contract Documents. The Contractor shall include this provision in all contracts with all
Subcontractors.
10-17 CONSTRUCTION
In the event of any asserted ambiguity in, or dispute regarding the interpretation of any matter
herein, the interpretation of these Contract Documents shall not be resolved by any rules of
interpretation providing for interpretation against the party who causes the uncertainty to exist or
against the party who drafted the Contract Documents or who drafted that portion of the
Contract Documents.
10-18 NON-WAIVER OF TERMS, RIGHTS AND REMEDIES
Waiver by either party of any one (1) or more of the conditions of performance under these
Contract Documents shall not be a waiver of any other condition of performance under these
Contract Documents. In no event shall the making by the City of any payment to the Contractor
constitute or be construed as a waiver by the City of any breach of covenant, or any default that
may then exist on the part of the Contractor, and the making of any such payment by the City
shall in no way impair or prejudice any right or remedy available to the City with regard to such
breach or default.
10-19 TERM
The Contract is effective as of the Effective Date listed, and shall remain in full force and effect
until the Contractor has fully rendered the services required by the Contract Documents or the
Contract has been otherwise terminated by the City. However, some provisions may survive
the term listed within this Section, as stated in those provisions.
10-20 NOTICE
Except as otherwise required by law, any notice or other communication authorized or required
by these Contract Documents shall be in writing and shall be deemed received on (a) the day of
delivery if delivered by hand or overnight courier service during the City’s regular business
hours or (b) on the third (3rd) business day following deposit in the United States mail, postage
205
prepaid, to the addresses listed on the Contractor’s Bid and City Hall, or at such other address
as one party may notify the other.
10-21 SEVERABILITY
If any term or portion of these Contract Documents is held to be invalid, illegal, or otherwise
unenforceable by a court of competent jurisdiction, the remaining provisions of these Contract
Documents shall continue in full force and effect.
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APPENDIX E
SCE COST VALUATION
SCE LS-1 INVENTORY
207
Type Qty Type Overhead Underground
Non-Wood 2,134 90%18 2,116
Wood 233 10%233 0
2,367 100%251 2,116
11%89%
1950-1959 67 3%
1960-1969 73 3%
1970-1979 252 11%
1980-1989 1,186 50%
1990-1999 452 19%
2000-2009 321 14%
2010-present 16 1%
Qty RCNLD
Marbelite (Concrete)2,128 $789,355
Steel 3 $567
*Wood 98 $122,137
Total:2,229 $912,059
Ad Hoc Replacements $269,635
Additional Asset Components $52,838
Subtotal $1,234,533
Severance Cost $71,662
Valuation Price $1,306,195
*Note: 42% of Wood Poles are sellable (streetlights attached to distribution poles are excluded)
Ad Hoc Replacements represent poles replaced without developer's contribution
Additional asset components relevant to the sale (i.e. additional fixtures, insulators, down guys, etc.)
Severance Cost is the cost to transfer ownership of the asset
SCE CONFIDENTIAL
The City of Moorpark
LS-1 Streetlight System Valuation
June 1, 2016
Overview of the Total LS-1 Streetlight System
Valuation of the Sellable LS-1 Streetlight System
APPENDIX E
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Map NumberCustomer NumberInstalled Service NumberService Account NumberRate Code Structure NumberLamp Size Lamp Type Site DistLocation DescriptionLongitude Latitude GIS Material Install Date Pole Height Wattage Feed Vintage Sale (Y/N)12211539 2068679719361478342LS‐1 103713E 5800L HPSV 35 WALNUT CYN RD E/S 10' N/O WICKS RD‐118.883450304 34.2883022026 WOOD 1/1/1956 50 70 OH 1957 N12211539 2068658902761478342LS‐1 103902E 5800L HPSV 35 FIRST ST N/S, 170' E/O MOORPARK AVE‐118.881673201 34.2843206320 WOOD 1/1/1952 50 70 OH 1957 N12191539 2068658903041478342LS‐1 104107E 5800L HPSV 35 MOORPARK AVE ALLEY E E/S 180' S/O 1ST ST‐118.881697419 34.2837121647 WOOD 1/1/1928 45 70 OH 1957 N12191542 2068674267341478342LS‐1 1081265E 22000L HPSV 35 SPRING ST W/S 180' S/O ROBERTS AV‐118.874988715 34.2806229584 WOOD 1/1/1956 40 200 OH 1957 N12191542 2068674267321478342LS‐1 1081267E 22000L HPSV 35 N/W COR/O ROBERTS AVE & SPRING ST MPR‐118.87499975034.2811717135 WOOD 1/1/1956 45 200 OH 1957 N12191542 2068658913681478342LS‐1 1203507E 22000L HPSV 35 SPRING ST W‐S 370' N/O ROBERTS AVE‐118.874983424 34.2821214535 WOOD 1/1/1958 45 200 OH 1958 N12211539 2068658913961478342LS‐1 124392E 22000L HPSV 35 MOORPARK AVE W/S 295' S/O HIGH ST‐118.882309818 34.2848749212 WOOD 3/6/1952 45 200 OH 1957 N12191539 2068679949701478342LS‐1 124399E 5800L HPSV 35 1ST ST N/S 350' W/O BARD ST‐118.880612713 34.2842675617 WOOD 1/24/1928 40 70 OH 1957 N12191539 2068679949711478342LS‐1 124400E 5800L HPSV 35 1ST N/S 201' W/O BARD ST‐118.879728528 34.2842566145 WOOD 11/8/2013 45 70 OH 2013 N12191539 2068663842031478342LS‐1 1246303E 5800L HPSV 35 BARD ST E/S 1 N/O FIRST ST‐118.879341107 34.2842284156 WOOD 1/1/1958 55 70 OH 1958 N12191539 2068680458901478342LS‐1 1246304E 5800L HPSV 35 BARD ST E/S 88 S/O FIRST ST‐118.87935729634.2839144617 WOOD 1/1/1958 50 70 OH 1958 N12191539 2068658903051478342LS‐1 1246307E 5800L HPSV 35 BARD ST E/S 7 S/O SECOND ST‐118.879332475 34.2831137405 WOOD 1/1/1958 50 70 OH 1958 Y12191539 2068658902351478342LS‐1 1246308E 5800L HPSV 35 BARD ST E/S 165 S/O SECOND ST‐118.879327515 34.2827650372 WOOD 1/1/1958 50 70 OH 1958 Y12211542 2068658903061478342LS‐1 1275466E 5800L HPSV 35 VALLEY RD W/S 240' N/O EVERETT ST‐118.878246501 34.2883059085 WOOD 1/1/1959 40 70 OH 1959 N12211539 2068679979221478342LS‐1 1311877E 5800L HPSV 35 N‐W COR OF MILLARD & DOROTHY AVE‐118.878586365 34.2844970352 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658903081478342LS‐1 1311880E 5800L HPSV 35 DOROTHY AVE S‐S & 208' W/O HARRY ST‐118.87613957134.2844042174 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658903091478342LS‐1 1311881E 5800L HPSV 35 N‐E COR OF DOROTHY AVE AND HARRY ST‐118.875385144 34.2844536316 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658903101478342LS‐1 1311882E 5800L HPSV 35 HARRY ST E‐S AND 206' N/O 2ND ST‐118.875403078 34.2837349079 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658903111478342LS‐1 1311883E 5800L HPSV 35 RUTH AVE S‐S AND 209' W/O HARRY ST‐118.876116566 34.2838941352 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068673076501478342LS‐1 1311886E 5800L HPSV 35 MILLARD ST W‐S & W/END OF RUTH AVE‐118.878650463 34.2839556011 WOOD 1/1/1960 40 70 OH 1960 Y12211542 2068658902951478342LS‐1 1311887E 5800L HPSV 35 CHARLES ST N‐S & N/END OF MAGNOLIA AVE‐118.87784651634.2867566084 WOOD 1/1/1960 45 70 OH 1960 N12191539 2068673692761478342LS‐1 1311888E 22000L HPSV 35 MOORPARK AVE E‐S & 150' S/O FIRST ST‐118.882137164 34.2838885422 WOOD 1/1/1960 40 200 OH 1960 Y12191539 2068658913401478342LS‐1 1311890E 22000L HPSV 35 MOORPARK AVE E/S & 185' N/O L.A. AVE.‐118.882158091 34.2795339215 WOOD 6/29/1960 40 200 OH 1960 N12191539 2068658913411478342LS‐1 1311891E 22000L HPSV 35 MOORPARK AVE E/S & 430' N/O L.A. AVE‐118.882116214 34.2802100710 WOOD 6/29/1960 40 200 OH 1960 N12191539 2068658913421478342LS‐1 1311892E 22000L HPSV 35 MOORPARK AVE E‐S & 615' N/O LA AVE‐118.882170717 34.2807090724 WOOD 1/1/1960 40 200 OH 1960 N12191539 2068658913431478342LS‐1 1311894E 22000L HPSV 35 E/S MOORPARK AVE 10' S/O 3RD ST‐118.88217984034.2820222632 WOOD 1/1/1960 40 200 OH 1960 N12191539 2068658913391478342LS‐1 1311895E 22000L HPSV 35 E/S MOORPARK AVE 175' N/O 3D ST‐118.882181379 34.2825174628 WOOD 1/1/1960 40 200 OH 1960 N12191539 2068658913971478342LS‐1 1311896E 22000L HPSV 35 MOORPARK RD E‐S & 10' N/O 2ND ST‐118.882176815 34.2832134806 WOOD 1/1/1960 40 200 OH 1960 Y12191539 2068658902361478342LS‐1 1332116E 5800L HPSV 35 FLORY AVE W/S AND 541' N/O LA AVE‐118.880920269 34.2805282665 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068658902371478342LS‐1 1332117E 5800L HPSV 35 FLORY AVE W/S AND 356' N/O LA AVE‐118.880934029 34.2800302504 WOOD 1/1/1960 40 70 OH 1960 Y12211539 2068658903621478342LS‐1 1332118E 5800L HPSV 35 CASEY RD N/S 798' W/O WALNUT CYN RD‐118.886364314 34.2888975258 WOOD 1/1/1960 45 70 OH 1960 N12191539 2068658902381478342LS‐1 1332119E 5800L HPSV 35 FLORY AVE W/S 115' N/O LOS ANGELES AVE‐118.88094796634.2794624239 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068677559491478342LS‐1 1344114E 5800L HPSV 35 MCFADDEN AVE E/S 214' S/O POINDEXTER‐118.883190680 34.2838523321 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068658902751478342LS‐1 1344115E 5800L HPSV 35 MCFADDEN AVE E‐S 424' S/O POINDEXTER AVE‐118.883231976 34.2832815829 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068658902081478342LS‐1 1344116E 5800L HPSV 35 MCFADDEN AVE E‐S 634' S/O POINDEXTER RD‐118.883233596 34.2827045319 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068658902091478342LS‐1 1344117E 5800L HPSV 35 MCFADDEN AVE E‐S 819' S/O POINDEXTER RD‐118.883244428 34.2821447772 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068658902101478342LS‐1 1344118E 5800L HPSV 35 CORNETT AVE E‐S 755' S/O POINDEXTER‐118.88405611434.2822602936 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068658902111478342LS‐1 1344119E 5800L HPSV 35 CORNETT AVE E‐S 555' S/O POINDEXTER‐118.884054006 34.2829126573 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068658902121478342LS‐1 1344120E 5800L HPSV 35 CORNETT AVE E‐S 380' S/O POINDEXTER‐118.884056383 34.2834047832 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068658902741478342LS‐1 1344121E 5800L HPSV 35 CORNETT AVE E‐S 200' S/O POINDEXTER‐118.884016356 34.2838959530 WOOD 1/1/1960 40 70 OH 1960 Y12211539 2068658902731478342LS‐1 1344122E 5800L HPSV 35 POINDEXTER RD N/S @ CORNETT AVE‐118.884095980 34.2844848271 WOOD 1/1/1960 40 70 OH 1960 N12191542 2068658903161478342LS‐1 1344123E 5800L HPSV 35 HARRY ST E‐S 10' N/O SECOND ST‐118.875388805 34.2832255182 WOOD 1/1/1961 40 70 OH 1961 Y12191542 2068658903171478342LS‐1 1344124E 5800L HPSV 35 SECOND ST S‐S 200' W/O HARRY ST‐118.87609466534.2831384435 WOOD 1/1/1961 40 70 OH 1961 Y12191539 2068658903201478342LS‐1 1344127E 5800L HPSV 35 MILLARD ST W‐S 10' S/O SECOND ST‐118.878604966 34.2831230639 WOOD 1/1/1961 40 70 OH 1961 Y12191539 2068658902391478342LS‐1 1344128E 5800L HPSV 35 MILLARD ST OPP C/LO SARAH AVE‐118.878731688 34.2822992003 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658902421478342LS‐1 1344131E 5800L HPSV 35 SARAH AVE S/S 200' W/O HARRY ST‐118.876100796 34.2822527566 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658902431478342LS‐1 1344132E 5800L HPSV 35 HARRY ST E/S OPP CL/O SARAH AVE‐118.875383599 34.2822708197 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658902441478342LS‐1 1344133E 5800L HPSV 35 HARRY ST E/S OPP DL/O SUSAN AVE‐118.875375248 34.2814840901 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658902451478342LS‐1 1344134E 5800L HPSV 35 SUSAN AVE S/S 215' W/O HARRY ST‐118.87616261134.2814295265 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068658902481478342LS‐1 1344138E 5800L HPSV 35 MILLARD ST W/S OPP CL/O ROBERTS AVE‐118.878983776 34.2808638054 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658902521478342LS‐1 1344142E 5800L HPSV 35 ROBERTS AVE S/S 180' W/O HARRY ST‐118.876033547 34.2807737766 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658902531478342LS‐1 1344143E 5800L HPSV 35 HARRY ST E/S OPP CL/O ROBERTS AVE‐118.875373779 34.2808298289 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658902541478342LS‐1 1344144E 5800L HPSV 35 HARRY ST E/S OPP CL/O ESTHER AV‐118.875370333 34.2801808529 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658902551478342LS‐1 1344145E 5800L HPSV 35 ESTHER AVE S/S 180' W/O HARRY ST‐118.876021464 34.2801063617 WOOD 1/1/1960 40 70 OH 1960 Y12191539 2068658902591478342LS‐1 1344149E 5800L HPSV 35 MILLARD ST W/S OPP CL/O ESTHER AVE‐118.87898399234.2801591808 WOOD 1/1/1960 40 70 OH 1960 Y12191542 2068658902621478342LS‐1 1344605E 5800L HPSV 35 SHERMAN AVE S/S 180' W/O HARRY ST‐118.876026850 34.2794867030 WOOD 1/1/1961 40 70 OH 1961 Y12191542 2068658902631478342LS‐1 1344606E 5800L HPSV 35 SE COR OF SHERMAN AVE AND HARRY ST‐118.875400030 34.2795194232 WOOD 1/1/1961 40 70 OH 1961 Y12211542 2068658903211478342LS‐1 148812E 5800L HPSV 35 MAGNOLIA ST E/S 120' N/O HIGH ST‐118.877779897 34.2860667454 WOOD 10/7/1927 45 70 OH 1957 N12231539 2068658894991478342LS‐1 1603731E 4000L HPSV 35 WALNUT CYNR D E/S 1188' N/O CASEY RD‐118.881772274 34.2916716856 WOOD 1/1/1965 50 50 OH 1965 N12231539 2068658903631478342LS‐1 1603732E 5800L HPSV 35 WALNUT CYN RD PP 15' W 1188' N/O CASEY RD‐118.88152740634.2919792469 WOOD 1/1/1965 45 70 OH 1965 N12231539 2068658903801478342LS‐1 1603734E 5800L HPSV 35 WALNUT CYN RD E/S 1470' N/O CASEY RD‐118.881257658 34.2923129579 WOOD 1/1/1965 45 70 OH 1965 N12231539 2068658903811478342LS‐1 1603735E 5800L HPSV 35 WALNUT CYN RD E/S 1613' N/O CASEY RD‐118.881018077 34.2926344342 WOOD 1/1/1965 45 70 OH 1965 N12231539 2068658903821478342LS‐1 1603736E 5800L HPSV 35 WLANUT CYN RD E/S 1756' N/O CASEY RD‐118.880740323 34.2929801203 WOOD 1/1/1965 45 70 OH 1965 N12231539 2068658895001478342LS‐1 1603738E 4000L HPSV 35 WALNUT CYN RD E/S 2190' N/O CASEY RD‐118.879876523 34.2939103943 WOOD 1/1/1965 45 50 OH 1965 N12191536 2068658902031478342LS‐1 1633707E 5800L HPSV 35 SWASTA AVE W/S 15' N/O SL/O EVEREST‐118.891344844 34.2798554497 WOOD 1/1/1965 35 70 OH 1965 Y12191536 2068658906751478342LS‐1 1633708E 5800L HPSV 35 SHASTA AVE W/S 120' S/O SIERRA AVE‐118.89139777434.2804143269 WOOD 1/1/1965 35 70 OH 1965 Y12191536 2068658902041478342LS‐1 1633709E 5800L HPSV 35 N/W COR/O SHASTA AVE, SIERRA AVE‐118.891369450 34.2808040416 WOOD 1/1/1965 35 70 OH 1965 Y12191536 2068658902051478342LS‐1 1633710E 5800L HPSV 35 W/S SHASTA AVE 270' N/O SIERRA AVE‐118.891398934 34.2814762682 WOOD 1/1/1965 40 70 OH 1965 Y12191536 2068658902711478342LS‐1 1633712E 5800L HPSV 35 SHASTA AVE W/S 20' S/O PALOMAR AVE‐118.891392909 34.2830431453 WOOD 1/1/1965 35 70 OH 1965 Y12211536 2068658894981478342LS‐1 1633714E 4000L HPSV 35 SHASTA AV W/S 30' N/O DIABLO AV‐118.891387699 34.2840627286 WOOD 1/1/1920 35 50 OH 1957 Y12211536 2068658902781478342LS‐1 1633715E 5800L HPSV 35 SHASTA AVE W/S 250 N/O DIABLO AVE‐118.891370340 34.2845619767 WOOD 1/1/1965 40 70 OH 1965 Y12211536 2068658902791478342LS‐1 1633716E 5800L HPSV 35 SHASTA AVE N/S 160 W/O SIERRA AVE‐118.89032822934.2846647133 WOOD 1/1/1965 35 70 OH 1965 Y12211536 2068658913991478342LS‐1 1633717E 9500L HPSV 35 SE C/O SIERRA AVE & POINDEXTER AVE‐118.889711320 34.2850137649 WOOD 1/1/1965 40 100 OH 1965 N12191536 2068658902811478342LS‐1 1633719E 5800L HPSV 35 E/S SIERRA AVE 20' S/O NL/O DIABLO AVE‐118.889770869 34.2838863354 WOOD 1/1/1965 35 70 OH 1965 Y12191536 2068658902821478342LS‐1 1633720E 5800L HPSV 35 SIERRA AVE E/S 15' N/O NL/O PALOMAR AVE‐118.889747832 34.2831163418 WOOD 1/1/1965 35 70 OH 1965 Y12191536 2068658902131478342LS‐1 1633721E 5800L HPSV 35 SIERRA E/S, S/O PALOMAR‐118.889672103 34.2825767283 WOOD 1/1/1965 35 70 OH 1965 Y12191536 2068658902141478342LS‐1 1633722E 5800L HPSV 35 SIERRA AVE E/S 10N/O LASSEN AVE‐118.889652615 34.2818744213 WOOD 1/1/1965 35 70 OH 1965 Y12191536 2068658902151478342LS‐1 1633723E 5800L HPSV 35 SIERRA AVE E/S 180 S/O LASSEN AVE‐118.88963329634.2813454616 WOOD 1/1/1965 40 70 OH 1965 Y12191536 2068658902161478342LS‐1 1633724E 5800L HPSV 35 SIERRA AVE W/S 335 S/O LASSEN AVE‐118.889792594 34.2808628510 WOOD 1/1/1965 35 70 OH 1965 Y12191536 2068658902171478342LS‐1 1633725E 5800L HPSV 35 SIERRA AVE S/S 170 E/O SHASTA AVE‐118.890707556 34.2807002314 WOOD 1/1/1965 35 70 OH 1965 Y12191536 2068658902181478342LS‐1 1633726E 5800L HPSV 35 WHITNEY AVE E/S, 180 N/O SIERRA AVE‐118.890446413 34.2812458569 WOOD 1/1/1965 35 70 OH 1965 Y209
12191536 2068658902191478342LS‐1 1633727E 5800L HPSV 35 WHITNEY AVE E/S, 400 N/O SIERRA AVE‐118.890489132 34.2818504528 WOOD 1/1/1965 35 70 OH 1965 Y12191536 2068658902201478342LS‐1 1633728E 5800L HPSV 35 WHITNEY AVE E/S 180' S/O PALOMAR AVE‐118.890448774 34.2826062863 WOOD 1/1/1965 35 70 OH 1965 Y12191536 2068658902831478342LS‐1 1633729E 5800L HPSV 35 N/E COR/O PALOMAR AVE & WHITNEY AVE‐118.890507099 34.2831514898 WOOD 1/1/1965 45 70 OH 1965 Y12191536 2068658902841478342LS‐1 1633730E 5800L HPSV 35 S/S DIABLO AVE 160 E/O SHASTA AVE‐118.890762201 34.2837974970 WOOD 1/1/1965 35 70 OH 1965 Y12211539 2068664395821478342LS‐1 167408E 9500L HPSV 35 POINDEXTER AVE S/S 125' W/O CORNETT AVE‐118.884529840 34.2844027848 WOOD 4/19/1956 45 100 OH 1957 N12211539 2068658902851478342LS‐1 1713195E 5800L HPSV 35 N/S EVERETT ST 255' E/O MOORPARK AVE‐118.881740503 34.2877126102 WOOD 1/1/1967 50 70 OH 1967 N122115392068664159181478342LS‐1 1713207E 5800L HPSV 35 MOORPARK AVE E‐S 114' S/O HIGH ST‐118.882187428 34.2853730512 WOOD 1/1/1966 45 70 OH 1966 Y12211542 2068658914041478342LS‐1 1856963E 22000L HPSV 35 W/S SPRING ST 200' S/O' LA AV‐118.874995170 34.2851114196 WOOD 1/1/1969 60 200 OH 1969 N12231548 2068658903961478342LS‐1 1879630E 5800L HPSV 35 CORNER OF CREIGHTN CR AND HARTFORD ST‐118.854868948 34.2945757244 CONCRETE 1/1/1972 30 70 UG 1972 Y12231548 2068658903971478342LS‐1 1879631E 5800L HPSV 35 CREIGHTON CIRCLE E/S 230' N/O HARTFORD‐118.854861943 34.2951767556 CONCRETE 1/1/1972 30 70 UG 1972 Y12231548 2068658903981478342LS‐1 1879632E 5800L HPSV 35 HARTFORD ST S/S 160' W/O CREIGHTON CR‐118.855480850 34.2944918228 CONCRETE 1/1/1972 30 70 UG 1972 Y12231548 2068658903991478342LS‐1 1879633E 5800L HPSV 35 HARTFORD ST S/S 60' S/O CREIGHTON CR‐118.85503307734.2944894571 CONCRETE 1/1/1972 30 70 UG 1972 Y12231548 2068658904001478342LS‐1 1879634E 5800L HPSV 35 PEPPERDINE CR E/S 240' N/O HARTFORD ST‐118.853981298 34.2951936212 CONCRETE 1/1/1972 30 70 UG 1972 Y12231548 2068658904011478342LS‐1 1879635E 5800L HPSV 35 E/S CORNER PEPPERDINE CIRCLE AND HARTFORD ST‐118.853977296 34.2945894605 CONCRETE 1/1/1972 30 70 UG 1972 Y12231548 2068658904021478342LS‐1 1879636E 5800L HPSV 35 HARTFORD ST SS 1' W/O PEPPERDINE CT‐118.854042502 34.2944937719 CONCRETE 1/1/1972 30 70 UG 1972 Y12231548 2068658904031478342LS‐1 1879637E 5800L HPSV 35 HARTFORD ST SS 60' E/O VASSAR CR‐118.853498760 34.2944847785 CONCRETE 1/1/1972 30 70 UG 1972 Y12231548 2068658904041478342LS‐1 1879638E 5800L HPSV 35 VASSAR CIRCLE E/S 110' N/O HARTFORD ST‐118.853211763 34.2947864317 CONCRETE 1/1/1972 30 70 UG 1972 Y12231548 2068658904051478342LS‐1 1879639E 5800L HPSV 35 VASSAR CR W/S 140' N/O HARTFORD ST‐118.85335093334.2949185117 CONCRETE 1/1/1972 30 70 UG 1972 Y12231548 2068658904061478342LS‐1 1879640E 5800L HPSV 35 PEPPERDINE CR E/S 320' N/O HARTFORD ST‐118.853147925 34.2952672457 CONCRETE 1/1/1972 30 70 UG 1972 Y12151542 2068658913081478342LS‐1 1940379E 22000L HPSV 35 MOORPARK RD S/S 20' E/O ROLLING KNOLL RD‐118.873575776 34.2714610904 CONCRETE 1/1/1971 25 200 UG 1971 Y12151542 2068658899571478342LS‐1 1940381E 5800L HPSV 35 LAUREL HURST S/S 30' W/O ROLLING KNOLL RD‐118.873604685 34.2707542472 CONCRETE 1/1/1971 25 70 UG 1971 Y12151542 2068658899581478342LS‐1 1940382E 5800L HPSV 35 LAUREL HURST N/S 20' W/O ROBINWOOD LANE‐118.874182809 34.2709362391 CONCRETE 1/1/1971 25 70 UG 1971 Y12151542 2068658899591478342LS‐1 1976504E 5800L HPSV 35 LAUREL HURST LN N/S, 65' E/O AMBERWICK LN‐118.875020289 34.2712013508 CONCRETE 1/1/1972 25 70 UG 1972 Y12151542 2068658899601478342LS‐1 1976505E 5800L HPSV 35 AMBERWICK LN W/S, SW C/O LAURELHURST RD‐118.87522913834.2711067341 CONCRETE 1/1/1972 25 70 UG 1972 Y12151542 2068658894591478342LS‐1 1976506E 4000L HPSV 35 AMBERWICK LN W/S, S/END, S/O LAURELHURST RD‐118.875116614 34.2703478410 CONCRETE 1/1/1972 25 50 UG 1972 Y12151542 2068658899611478342LS‐1 1976507E 5800L HPSV 35 LAURELHURST LN N/S, 65' E/O LANTERN LN‐118.875723022 34.2711846105 CONCRETE 1/1/1972 25 70 UG 1972 Y12151542 2068658899621478342LS‐1 1976508E 5800L HPSV 35 LANTERN OLN W/S, SW C/O LAURELHURST RD‐118.875937188 34.2710768797 CONCRETE 1/1/1972 25 70 UG 1972 Y12151542 2068658899631478342LS‐1 1976509E 5800L HPSV 35 LANTERN LN W/S, S/END, S/O LAURELHURST RD‐118.875912875 34.2703510219 CONCRETE 1/1/1972 25 70 UG 1972 Y12151542 2068658899641478342LS‐1 1976510E 5800L HPSV 35 LAURELHURST LN N/S, 65' E/O BUTTERFIELD LN‐118.876616864 34.2711859085 CONCRETE 1/1/1972 25 70 UG 1972 N12151542 2068658899651478342LS‐1 1976511E 5800L HPSV 35 BUTTERFIELD LN W/S, SW C/O LAURELHURST RD‐118.87684132734.2710765804 CONCRETE 1/1/1972 25 70 UG 1972 Y12151542 2068658899661478342LS‐1 1976512E 5800L HPSV 35 BUTTERFIELD LN W/S, S/END, S/O LAURELHURST RD‐118.876835056 34.2703014385 CONCRETE 1/1/1972 25 70 UG 1972 Y12151542 2068658899671478342LS‐1 1976513E 5800L HPSV 35 LAUREL HURST LN N/S, 65' E/O BROOKDALE LN‐118.877301387 34.2711799506 CONCRETE 1/1/1972 25 70 UG 1972 Y12151542 2068658899681478342LS‐1 1976514E 5800L HPSV 35 BROOKDALE LN W/S, SW C/O LAURELHURST RD‐118.877537733 34.2710842554 CONCRETE 1/1/1972 25 70 UG 1972 Y12151542 2068658899691478342LS‐1 1976515E 5800L HPSV 35 BROOKDALE LN W/S, S/END, S/O LAURELHURST RD‐118.877547248 34.2703901720 CONCRETE 1/1/1972 25 70 UG 1972 Y12151539 2068658894601478342LS‐1 1976516E 5800L HPSV 35 LAURELHURST RD N/S, 45' E/O WOODGLEN DR‐118.878274098 34.2712153681 CONCRETE 1/1/1972 25 70 UG 1972 Y12151539 2068658899701478342LS‐1 1976517E 5800L HPSV 35 WOODGLEN DR W/S, SW C/O LAURELHURST RD‐118.87849900334.2711334018 CONCRETE 1/1/1972 25 70 UG 1972 Y12151539 2068658899711478342LS‐1 1976518E 5800L HPSV 35 WOODGLEN DR W/S, 135' N/O WESTGATE RD‐118.878501556 34.2705193134 CONCRETE 1/1/1972 25 70 UG 1972 Y12231548 2068658904071478342LS‐1 1976927E 5800L HPSV 35 HARTFORD ST S SIDE E/O VASSAR CIR‐118.852964794 34.2944741339 CONCRETE 1/1/1972 30 70 UG 1972 Y12231548 2068658904081478342LS‐1 1998366E 5800L HPSV 35 ES CORNELL CIR 25'W/O HARTFORD 7M MV‐118.855896283 34.2945880527 CONCRETE 1/1/1972 25 70 UG 1972 Y12231548 2068658904091478342LS‐1 1998367E 5800L HPSV 35 ES CORNELL CIR 300'N/O HARTFORD 7M MV‐118.855935149 34.2953646831 CONCRETE 1/1/1972 25 70 UG 1972 Y12231548 2068658895041478342LS‐1 1998368E 4000L HPSV 35 WS CORNELL CIR 200'N/O HARTFORD 7M TMV‐118.856028893 34.2950870001 CONCRETE 1/1/1972 25 50 UG 1972 Y12231548 2068658904101478342LS‐1 1998369E 5800L HPSV 35 SS HARTFORD ST 75'W/O CORNELL CIR 7M MV‐118.85606769334.2944899762 CONCRETE 1/1/1972 25 70 UG 1972 Y12231548 2068658910211478342LS‐1 1998370E 5800L HPSV 35 WS AMHURST W/END HARTFORD ST 7M MV‐118.856925491 34.2945050003 CONCRETE 1/1/1972 25 70 UG 1972 Y12231548 2068658904111478342LS‐1 1998371E 5800L HPSV 35 W/S AMHURST 150'N/O HARTFORD ST 7M MV‐118.856960637 34.2949325055 CONCRETE 1/1/1972 25 70 UG 1972 Y12231548 2068658910191478342LS‐1 1998372E 5800L HPSV 35 N AMHERST ST W/S, SW C/O N AMHERST ST‐118.856930697 34.2953603215 CONCRETE 1/1/1972 25 70 UG 1972 Y12231548 2068658895051478342LS‐1 1998373E 5800L HPSV 35 AMHURST ST E/S, SE C/O PRINCETON AV‐118.857204086 34.2954100776 CONCRETE 1/1/1972 25 70 UG 1972 Y12231548 2068658910181478342LS‐1 1998374E 22000L HPSV 35 ES PRINCETON AVE 600'N/O LA AVE‐118.85720337434.2955851846 CONCRETE 1/1/1972 30 200 UG 1972 Y12251548 2068658895061478342LS‐1 1998375E 5800L HPSV 35 WS AMHURST ST 700'N/O LA AVE 7M MV‐118.856423045 34.2962951257 CONCRETE 1/1/1972 25 70 UG 1972 Y12231548 2068658904711478342LS‐1 1998376E 22000L HPSV 35 PRINCETON AV E/S, 520' S/O AMHERST ST‐118.857404781 34.2939428604 CONCRETE 1/1/1972 30 200 UG 1972 Y12251548 2068664150191478342LS‐1 2012591E 9500L HPSV 35 E FENMORE W/S 15'N/O CAMBRIDGE 20,000 LUM‐118.858974425 34.3003426186 CONCRETE 1/1/1977 30 100 UG 1977 Y12251548 2068658904121478342LS‐1 2012989E 5800L HPSV 35 W/S ANHURST ST C‐O STANFORD‐118.856161817 34.2965721318 CONCRETE 1/1/1973 25 70 UG 1973 Y12251548 2068658904731478342LS‐1 2012990E 5800L HPSV 35 N/S STANFORD 170'E/O AMHURST ST‐118.855555225 34.2964282468 CONCRETE 1/1/1973 25 70 UG 1973 Y12251548 2068658904131478342LS‐1 2012991E 5800L HPSV 35 N/S STANFORD 380'E/O AMHURST ST‐118.854911153 34.2962915057 CONCRETE 1/1/1973 25 70 UG 1973 Y12251548 2068658904141478342LS‐1 2012992E 5800L HPSV 35 N/S STANFORD ST 590'E/O AMHURST ST‐118.85425752334.2961892919 CONCRETE 1/1/1973 25 70 UG 1973 Y12251548 2068658904151478342LS‐1 2012993E 5800L HPSV 35 N/S STANFORD ST 800'E/O AMHURST ST‐118.853635636 34.2961820467 CONCRETE 1/1/1973 25 70 UG 1973 Y12251548 2068658904161478342LS‐1 2012994E 5800L HPSV 35 N/S STANFORD ST 1010E/O AMHURST ST‐118.852919354 34.2962047351 CONCRETE 1/1/1973 25 70 UG 1973 Y12171533 2068658949981478342LS‐1 2016198E 4000L HPSV 35 MIRA SOL DR W/S 1000' S/O LA AVE‐118.903961998 34.2756592567 WOOD 1/1/1973 40 50 OH 1973 Y12151542 2068658899721478342LS‐1 2037551E 5800L HPSV 35 QUAIL RD S/S 96' W/O FIRESIDE LANE‐118.876241344 34.2689683719 CONCRETE 1/1/1973 25 70 UG 1973 Y12151542 2068658899731478342LS‐1 2037552E 5800L HPSV 35 FIRESIDE LANE E/S 40' N/O QUAIL RD‐118.875831399 34.2691101181 CONCRETE 1/1/1973 25 70 UG 1973 Y12151542 2068658899741478342LS‐1 2037553E 5800L HPSV 35 FIRESIDE LANE E/S 210' N/O QUAIL RD‐118.87583585534.2696868692 CONCRETE 1/1/1973 25 70 UG 1973 Y12151542 2068658894611478342LS‐1 2037554E 5800L HPSV 35 QUAIL RD S/S 18' E/O DEEPWELL LN‐118.874932435 34.2691281957 CONCRETE 1/1/1973 25 70 UG 1973 Y12151542 2068658894621478342LS‐1 2037555E 4000L HPSV 35 DEEPWELL LANE W/S 170' N/O QUAIL RD‐118.875196516 34.2697605821 CONCRETE 1/1/1973 25 50 UG 1973 Y12151542 2068658894631478342LS‐1 2037556E 5800L HPSV 35 DEEPWELL LANE E/S 35' N/O QUAIL RD‐118.874944100 34.2692859323 CONCRETE 1/1/1973 25 70 UG 1973 Y12151542 2068658899751478342LS‐1 2037557E 5800L HPSV 35 QUAIL RD S/S 132' E/O FIRESIDE LANE‐118.875468139 34.2689990646 CONCRETE 1/1/1973 25 70 UG 1973 Y12151542 2068658894641478342LS‐1 2037558E 4000L HPSV 35 QUAIL RD S/S 192' E/O DEEPWELL LANE‐118.874295488 34.2695553017 CONCRETE 1/1/1973 25 50 UG 1973 Y12151539 2068658899761478342LS‐1 2037559E 5800L HPSV 35 PEACH HILL RD E/S 50' N/O WESTGATE RD‐118.87897376634.2700079859 CONCRETE 1/1/1973 30 70 UG 1973 Y12151539 2068658899771478342LS‐1 2037560E 5800L HPSV 35 WESTGATE RD N/S 60' E/O PEACH HILL RD‐118.878543877 34.2699921340 CONCRETE 1/1/1973 25 70 UG 1973 Y12151539 2068658899781478342LS‐1 2037561E 5800L HPSV 35 WESTGATE RD S/S 50' E/O PEACH HILL RD‐118.878926021 34.2698501869 CONCRETE 1/1/1973 25 70 UG 1973 Y12151539 2068658899791478342LS‐1 2037562E 5800L HPSV 35 WOODGLEN DR E/S 70' S/O WESTGATE RD‐118.878348742 34.2698792773 CONCRETE 1/1/1973 25 70 UG 1973 Y12151539 2068658899801478342LS‐1 2037563E 5800L HPSV 35 WOODGLEN DR W/S 225' S/O WESTGATE RD‐118.878489730 34.2691962986 CONCRETE 1/1/1973 25 70 UG 1973 Y12151539 2068658899811478342LS‐1 2037564E 5800L HPSV 35 QUAIL SUMMIT S/S 195' W/O FAIRBROOK LN‐118.878388953 34.2689294609 CONCRETE 1/1/1973 25 70 UG 1973 Y121515392068658899821478342LS‐1 2037565E 5800L HPSV 35 QUAIL SUMMIT RD S/S 30' W/O FAIRBROOK LN‐118.877701728 34.2689438980 CONCRETE 1/1/1973 25 70 UG 1973 Y12151539 2068658899831478342LS‐1 2037566E 5800L HPSV 35 FAIRBROOK LN E/S 45' S/O FAIRBROOK LN‐118.877622435 34.2690572731 CONCRETE 1/1/1973 25 70 UG 1973 Y12151539 2068658899841478342LS‐1 2037567E 5800L HPSV 35 FAIRBROOK LN E/S 215' N/O QUAIL SUMMIT RD‐118.877635833 34.2697212968 CONCRETE 1/1/1973 25 70 UG 1973 Y12151542 2068658899851478342LS‐1 2037568E 5800L HPSV 35 QUAIL SUMMIT RD S/S 160' W/O KIMBERWICK LN‐118.876871425 34.2689578232 CONCRETE 1/1/1973 25 70 UG 1973 Y12151542 2068658899861478342LS‐1 2037569E 5800L HPSV 35 KIMBERWICK LN E/S 45' N/O QUAIL SUMMIT RD‐118.876661957 34.2690769744 CONCRETE 1/1/1973 25 70 UG 1973 Y12151542 2068658899871478342LS‐1 2037570E 5800L HPSV 35 KIMBERWICK LN E/S 215' N/O QUAIL SUMMIT RD‐118.87667769634.2696369889 CONCRETE 1/1/1973 25 70 UG 1973 Y12251548 2068658904741478342LS‐1 2045531E 5800L HPSV 35 N‐ STANFORD ST 655' E/O HARVARD ST‐118.850157172 34.2963520867 CONCRETE 1/1/1973 25 70 UG 1973 Y12251548 2068658904171478342LS‐1 2045532E 5800L HPSV 35 N‐S STANFORD ST 465' E/O HARVARD ST‐118.850794917 34.2963360533 CONCRETE 1/1/1973 25 70 UG 1973 Y12251548 2068679958281478342LS‐1 2045533E 5800L HPSV 35 N‐S STANFORD ST 270' E/O HARVARD‐118.851422073 34.2963299424 CONCRETE 1/1/1973 25 70 UG 1973 Y12251548 2068658904181478342LS‐1 2045534E 5800L HPSV 35 N‐S STANFORD ST 80' E/O HARVARD ST‐118.852158680 34.2962725983 CONCRETE 1/1/1973 25 70 UG 1973 Y210
12251548 2068658904191478342LS‐1 2045535E 5800L HPSV 35 N‐S STANFORD ST 60' W/O HARVARD ST‐118.852464561 34.2962487373 CONCRETE 1/1/1973 25 70 UG 1973 Y12231548 2068658904201478342LS‐1 2045536E 5800L HPSV 35 W‐S HARVARD ST 15' S/O STANFORD ST‐118.852396495 34.2961321387 CONCRETE 1/1/1973 25 70 UG 1973 Y12231548 2068658904211478342LS‐1 2045537E 5800L HPSV 35 W‐S HARVARD ST 245' S/O STANFORD ST‐118.852403082 34.2955316070 CONCRETE 1/1/1973 25 70 UG 1973 Y12231548 2068658904221478342LS‐1 2045538E 5800L HPSV 35 W‐S HARVARD ST 135' N/O HARTFORD ST‐118.852528500 34.2949162832 CONCRETE 1/1/1973 25 70 UG 1973 Y12231548 2068658904231478342LS‐1 2045539E 4000L HPSV 35 E‐END HARTFORD ST AT HARVARD ST‐118.852428053 34.2945174241 CONCRETE 1/1/1973 25 50 UG 1973 Y12151542 2068658899881478342LS‐1 2045710E 5800L HPSV 35 W‐S ROBINWOOD LN C/O LAURELHURST‐118.87426286534.2708317948 CONCRETE 1/1/1974 25 70 UG 1974 Y12151542 2068658899551478342LS‐1 2045711E 5800L HPSV 35 W‐S ROBINWOOD LN 400' S/O LAURELHURST‐118.874431647 34.2702869623 CONCRETE 1/1/1974 25 70 UG 1974 Y12191539 2068663823201478342LS‐1 2081577E 22000L HPSV 35 LOS ANGELES AVE S/S 75' E/O PARK LANE‐118.885456426 34.2789613534 CONCRETE 1/3/2014 31 200 UG 2014 Y12231548 2068658906871478342LS‐1 2081820E 5800L HPSV 35 E AMHERST S/S 50 W/O N YALE AVE‐118.858008135 34.2956304931 CONCRETE 1/1/1977 25 70 UG 1977 Y12231548 2068658895071478342LS‐1 2081821E 4000L HPSV 35 BERKELEY CIR W/S 55 S/O E AMHERST ST‐118.858802574 34.2958169716 CONCRETE 1/1/1977 25 50 UG 1977 Y12231545 2068658904241478342LS‐1 2081822E 5800L HPSV 35 E OXFORD CIR S/S 155 W/O BERKELY CIR‐118.859393137 34.2950616933 CONCRETE 1/1/1977 25 70 UG 1977 Y12231545 2068658895081478342LS‐12081823E 4000L HPSV 35 BERKELEY CIR W/S 60 /SO E OXFORD CIR‐118.858963264 34.2949881344 CONCRETE 1/1/1977 25 50 UG 1977 Y12231545 2068658904251478342LS‐1 2081824E 5800L HPSV 35 BERKLEY CIR E/S 40 N/O S WESTWOOD AVE 1000OAKS‐118.858863506 34.2943065822 CONCRETE 1/1/1977 25 70 UG 1977 Y12231545 2068658904261478342LS‐1 2081825E 5800L HPSV 35 S WESTWOOD AVE N/S 45 W/O BERKELEY CIR‐118.859037284 34.2942258727 CONCRETE 1/1/1977 25 70 UG 1977 Y12231545 2068679963261478342LS‐1 2081826E 5800L HPSV 35 S WESTWOOD AVE N/S 245 W/O BERKLEY CIR‐118.859625574 34.2942671343 CONCRETE 1/1/1977 25 70 UG 1977 Y12231545 2068658895091478342LS‐1 2081827E 4000L HPSV 35 S WESTWOOD AVE N/S 403 W/O BERKLEY CIR‐118.860014068 34.2944981050 CONCRETE 1/1/1977 25 50 UG 1977 Y12231548 2068658904271478342LS‐1 2081828E 5800L HPSV 35 N YALE AVE S/S 230 E/O BERKLEY CIR‐118.85821602634.2942612980 CONCRETE 1/1/1977 25 70 UG 1977 Y12231548 2068658895101478342LS‐1 2081829E 4000L HPSV 35 N YALE AVE E/ S353 E/O BERKLEY CIR‐118.858089210 34.2945606692 CONCRETE 1/1/1977 25 50 UG 1977 Y12231548 2068658895111478342LS‐1 2081830E 5800L HPSV 35 N YALE AVE E/S 278 S/O E AMHERST ST‐118.857971024 34.2948857698 CONCRETE 1/1/1977 25 70 UG 1977 Y12231548 2068658895121478342LS‐1 2081831E 4000L HPSV 35 E AMHERST S/S 35 E/O N YALE AVE‐118.857810293 34.2955876190 CONCRETE 1/1/1977 25 50 UG 1977 Y12231548 2068658904291478342LS‐1 2081833E 22000L HPSV 35 PRINCTON AV W/S 180 S/O E AMHERST ST‐118.857499622 34.2950271137 CONCRETE 1/1/1977 30 200 UG 1977 Y12231548 2068658904301478342LS‐1 2081834E 22000L HPSV 35 PRINCTON AVE W/S 390 S/O E AMHERST ST‐118.85752284234.2943917802 CONCRETE 1/1/1977 30 200 UG 1977 Y12231548 2068658904721478342LS‐1 2081835E 22000L HPSV 35 PRINCETON AVE W/S 668 S/O E AMHERST ST‐118.857532335 34.2936613443 CONCRETE 1/1/1977 30 200 UG 1977 Y12211542 2068658964811478342LS‐1 2102051E 4000L HPSV 35 S/S LOS ANGELES AVE 1065' E/O SPRING ST‐118.871199314 34.2858741828 STEEL 1/1/1976 30 50 OH 1976 Y12211542 2068658964801478342LS‐1 2102052E 4000L HPSV 35 S/S LOS ANGELES AVE 1225' E/O SPRING ST‐118.870571823 34.2860148762 STEEL 1/1/1976 30 50 OH 1976 Y12131539 2068658899561478342LS‐1 2102429E 5800L HPSV 35 TECOLATE CT E/S 155 N/O WILLIAMS RNCH RD‐118.882128656 34.2667767591 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658898811478342LS‐1 2102430E 5800L HPSV 35 WILLIAMS RNCH N/S 45' W/O TECOLOTE CT‐118.88231097534.2662334402 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658898821478342LS‐1 2102431E 5800L HPSV 35 CANARIO CT E/S 155 N/O WILLIAMS RANCH RD‐118.882862207 34.2667546960 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658898831478342LS‐1 2102432E 5800L HPSV 35 WILLIAMS RNCH RD N/S, 45' W/O CANARIO CT‐118.883039250 34.2662361370 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658898841478342LS‐1 2102433E 5800L HPSV 35 GRANADILLA DR E/S, 155' N/O WILLIAMS RNCH RD‐118.883673692 34.2666330449 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658898851478342LS‐1 2102434E 5800L HPSV 35 WILLIAMS RNCH RD N/S, 45' W/O GRANADILLA DR‐118.883855181 34.2662230773 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904311478342LS‐1 2107119E 5800L HPSV 35 COLUMBIA AVE E/S 290' N/O C/L AMHERST‐118.859202432 34.2965946707 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904321478342LS‐1 2107120E 5800L HPSV 35 COLUMBIA ST E/S 50' S/O C/L LOYOLA ST‐118.85918127734.2971280287 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904331478342LS‐1 2107121E 5800L HPSV 35 LOYOLA ST S/S 45' W/O COLUMBIA AVE‐118.859342484 34.2971356151 CONCRETE 1/1/1977 25 70 UG 1977 Y12251548 2068658904341478342LS‐1 2107122E 5800L HPSV 35 LOYOLA ST S/S 245' W/O C/L FENMORE ST‐118.858827731 34.2972904283 CONCRETE 1/1/1977 25 70 UG 1977 Y12251548 2068658904351478342LS‐1 2107123E 5800L HPSV 35 LOYOLA ST S/S 70' W/O C/L FENMORE ST‐118.858331316 34.2976791551 CONCRETE 1/1/1977 25 70 UG 1977 Y12251548 2068658910171478342LS‐1 2107124E 9500L HPSV 35 CAMPUS PARK DR S/S, 135' E/O LOYOLA ST‐118.857830860 34.2974327821 CONCRETE 1/1/1977 25 100 UG 1977 Y12251548 2068658910221478342LS‐1 2107125E 9500L HPSV 35 FENMORE ST W/S 245' N/O C/L PRINCETON AVE‐118.85730619734.2972566907 CONCRETE 1/1/1977 25 100 UG 1977 Y12251548 2068658910231478342LS‐1 2107126E 9500L HPSV 35 FENMORE ST 70' N/O C/L PRINCETON AVE‐118.856644983 34.2970470133 CONCRETE 1/1/1977 25 100 UG 1977 Y12251548 2068676625251478342LS‐1 2107128E 22000L HPSV 35 PRINCETON AVE E/S 260' S/O C/L FENMORE ST‐118.856957225 34.2964331589 CONCRETE 1/1/1977 25 200 UG 1977 Y12231548 2068658914211478342LS‐1 2107129E 22000L HPSV 35 PRINCETON AVE E/S 440' S/O C/L FENMORE ST‐118.857177024 34.2959739851 CONCRETE 1/1/1977 25 200 UG 1977 Y12251548 2068658904361478342LS‐1 2107130E 5800L HPSV 35 BERKELEY CR E/S 400' N/O C/L AMHERST ST‐118.858348316 34.2969276468 CONCRETE 1/1/1977 25 70 UG 1977 Y12251548 2068658904371478342LS‐1 2107131E 5800L HPSV 35 BERKELEY CR W/S 170' N/O C/L AMHERST ST‐118.858632488 34.2963540290 CONCRETE 1/1/1977 25 70 UG 1977 Y12231548 2068658904381478342LS‐1 2107132E 5800L HPSV 35 AMHERST ST N/S 55' W/O C/L BERKELEY CR‐118.85877117734.2959431036 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904391478342LS‐1 2107133E 5800L HPSV 35 COLUMBIA AVE E/S 50 N/O C/L AMHERST‐118.859419259 34.2960044824 CONCRETE 1/1/1977 25 70 UG 1977 Y12231545 2068658904401478342LS‐1 2107134E 5800L HPSV 35 AMHERST ST S/S 5' E/O C/L COLUMBIA AVE‐118.859482525 34.2958811950 CONCRETE 1/1/1977 25 70 UG 1977 Y12231545 2068658904411478342LS‐1 2107135E 5800L HPSV 35 AMHERST AVE N/S 215' W/O C/L COLUMBIA AVE‐118.860222874 34.2957056926 CONCRETE 1/1/1977 25 70 UG 1977 Y12231545 2068658904421478342LS‐1 2107136E 5800L HPSV 35 AMHERST ST N/S 45' E/O C/L WESTWOOD ST‐118.860681518 34.2954473639 CONCRETE 1/1/1977 25 70 UG 1977 Y12231545 2068658904431478342LS‐1 2107137E 5800L HPSV 35 WESTWOOD ST E/S 155' N/O C/L AMHERST ST‐118.86092972634.2957674635 CONCRETE 1/1/1977 25 70 UG 1977 Y12231545 2068673676111478342LS‐1 2107138E 5800L HPSV 35 WESTWOOD ST E/S 50' S/O C/L AMHERST ST‐118.860660056 34.2953220189 CONCRETE 1/1/1977 25 70 UG 1977 Y12231545 2068658904441478342LS‐1 2107139E 5800L HPSV 35 WESTWOOD ST W/S 85' S/O C/L AMHERST ST‐118.860664201 34.2951355762 CONCRETE 1/1/1977 25 70 UG 1977 Y12231545 2068658904451478342LS‐1 2107140E 5800L HPSV 35 WESTWOOD ST E/S 265' S/O C/L AMHERST ST‐118.860231272 34.2947784993 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658899891478342LS‐1 2107227E 5800L HPSV 35 WILLIAMS RNCH N/S 195' W/O C/L COLIBRI CT‐118.881422920 34.2662446659 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658899901478342LS‐1 2107228E 5800L HPSV 35 COLIBRI CT W/S 95' N/O WILLIAMS RANCH RD‐118.88083213234.2664996243 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658899911478342LS‐1 2107229E 5800L HPSV 35 WILLIAMS RNCH N/S 32' E/O C/L COLIBRI CT‐118.880616110 34.2662526902 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658899921478342LS‐1 2107230E 5800L HPSV 35 WILLIAMS RNCH N/S 45' W/O C/L ALANDIA CT‐118.879995101 34.2662622954 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658899931478342LS‐1 2107231E 5800L HPSV 35 ALANDIA CT E/S 93' N/O WILLIAMS RANCH RD‐118.879801436 34.2665472187 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658899941478342LS‐1 2107232E 5800L HPSV 35 WILLIAMS RNCH N/S 127' E/O C/L ALANDIA CT‐118.879450613 34.2662991184 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658911471478342LS‐1 2107233E 9500L HPSV 35 WILLIAMS RANCH RD N/S, NE C/O PEACH HILL RD‐118.879037245 34.2662951281 CONCRETE 1/1/1977 25 100 UG 1977 Y12131539 2068658909131478342LS‐1 2107234E 9500L HPSV 35 PEACH HILL RD W/S 195' S/O C/L GOLODRINA‐118.87909497434.2669688395 CONCRETE 1/1/1977 25 100 UG 1977 Y12131539 2068658909141478342LS‐1 2107235E 9500L HPSV 35 PEACH HILL RD W/S 40' S/O C/L E GOLODRINA ST‐118.879062569 34.2674232648 CONCRETE 1/1/1977 25 100 UG 1977 Y12131539 2068658909151478342LS‐1 2107236E 9500L HPSV 35 PEACH HILL RD W/S 120' N/O C/L E GOLONDRINA‐118.879065297 34.2678461701 CONCRETE 1/1/1977 25 100 UG 1977 Y12251545 2068658904461478342LS‐1 2114326E 5800L HPSV 35 AUBURN CIR N/S 230'W/O C/L LOYOLA ST‐118.859164836 34.2979093070 CONCRETE 1/1/1977 25 70 UG 1977 Y12251548 2068658910451478342LS‐1 2114327E 9500L HPSV 35 CAMPUS PARK DR WS 230'N/O C/L LOYOLA ST‐118.858715973 34.2981326508 CONCRETE 1/1/1977 30 100 UG 1977 Y12251548 2068658910241478342LS‐1 2114328E 9500L HPSV 35 CAMPUS PARK DR WS 60'W/O C/L LOYOLA ST‐118.85837600434.2978126621 CONCRETE 1/1/1977 30 100 UG 1977 Y12251545 2068658904471478342LS‐1 2114329E 5800L HPSV 35 PURDUE ST S/S 35'W/O C/L AUBURN CIR‐118.859445991 34.2979753955 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904481478342LS‐1 2114330E 5800L HPSV 35 LOYOLA ST S/S 260'W/O C/L COLUMBIA AVE‐118.860092348 34.2972200975 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904491478342LS‐1 2114331E 5800L HPSV 35 E WESTWOOD ST N/S 35'W/OC/L RUTGER CIR‐118.861034544 34.2959434549 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904501478342LS‐1 2114332E 5800L HPSV 35 RUTGER CIR E/S 100'N/O C/L E WESTWOOD ST‐118.860678314 34.2959551563 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904511478342LS‐1 2114333E 5800L HPSV 35 RUTGER CIR E/S 345'N/O C/L E WESTWOOD ST‐118.86002622434.2963109721 CONCRETE 1/1/1977 25 70 UG 1977 Y12231551 2068658905151478342LS‐1 2114344E 5800L HPSV 35 W/S MARQUETTE ST 160'S/O CAMPUS PARK DR MOORPARK‐118.846179664 34.2962879934 CONCRETE 1/1/1979 25 70 UG 1979 Y12231551 2068658905161478342LS‐1 2114345E 5800L HPSV 35 W/S MARAQUETTE ST 120'N/O VARSITY ST MOORPARK‐118.846485581 34.2954276562 CONCRETE 1/1/1979 25 70 UG 1979 Y12231551 2068658905171478342LS‐1 2114346E 5800L HPSV 35 N/S VARSITY PARK 240'W/O MARQUETTE ST MOORPARK‐118.847396439 34.2952853290 CONCRETE 1/1/1979 25 70 UG 1979 Y12251545 2068658904521478342LS‐1 2114362E 5800L HPSV 35 PURDUE ST S/S 260'W/O C/L AUBURN CIR‐118.860070602 34.2980230716 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658895171478342LS‐1 2114456E 4000L HPSV 35 CAMBRIDGE S/S 300' E/O FENMORE‐118.859468301 34.3002419217 CONCRETE 1/1/1977 25 50 UG 1977 Y12251545 2068658895181478342LS‐1 2114457E 5800L HPSV 35 CAMBRIDGE N/S 190' E/O E FENMORE‐118.859760091 34.3002776422 CONCRETE 1/1/1977 25 70 UG 1977 Y12211536 2068658909921478342LS‐12115925E 9500L HPSV 35 POINDEXTER S/S, 1455' E/O GABBERT RD‐118.896164934 34.2844583910 WOOD 5/1/1981 80 100 OH 1981 N12131539 2068658897271478342LS‐1 2115926E 5800L HPSV 35 E/S PEACH HILL RD EXTD 920' N/O TIERRA REJADA‐118.878907995 34.2660387716 WOOD 9/1/1979 70 70 OH 1979 N12131539 2068658897281478342LS‐1 2115927E 5800L HPSV 35 PEACH HILL RD E/S 740' N/O TIERRA REJADA‐118.878888797 34.2653645320 WOOD 9/1/1979 70 70 OH 1979 N12131539 2068658897291478342LS‐1 2115928E 5800L HPSV 35 E/S PEACH HILL RD EXTD 560' N/O TIERRA REJADA‐118.878876991 34.2648641739 WOOD 9/1/1979 70 70 OH 1979 N12131539 2068658897301478342LS‐1 2115929E 5800L HPSV 35 E/S PEACH HILL RD 400'S/O TIERRA REJADA‐118.878878690 34.2642217610 WOOD 9/1/1979 70 70 OH 1979 N211
12131539 2068658897311478342LS‐1 2115930E 5800L HPSV 35 E/S PEACH HILL EXTD 200' N/O TIERRA REJADA‐118.878824234 34.2637330999 WOOD 9/15/1979 70 70 OH 1979 N12211536 2068658909931478342LS‐1 2116362E 9500L HPSV 35 S/S POINDEXTER AVE E/O GABBERT RD‐118.893984684 34.2849612250 WOOD 3/17/1986 80 100 OH 1986 N12211536 2068658909941478342LS‐1 2116402E 9500L HPSV 35 POINDEXTER RD. S/S 1315' E/O GABBERT RD.,MRPK‐118.896799654 34.2843161188 WOOD 5/1/1981 80 100 OH 1981 N12211536 2068658909951478342LS‐1 2116403E 9500L HPSV 35 POINDEXTER RD. S/S 1100' E/O GABBERT RD.,MRPK‐118.897492503 34.2841432800 WOOD 5/1/1981 80 100 OH 1981 N12211536 2068658909961478342LS‐1 2116404E 9500L HPSV 35 POINDEXTER RD. S/S 875' E/O GABBERT RD., MRPK‐118.898130559 34.2840169923 WOOD 5/1/1981 80 100 OH 1981 N12211533 2068658909971478342LS‐1 2116405E 9500L HPSV 35 POINDEXTER RD. S/S,665' E/O GABBERT RD.,‐118.898914384 34.2838524922 WOOD 5/1/1981 80 100 OH 1981 N122115332068658909981478342LS‐1 2116406E 9500L HPSV 35 POINDEXTER RD.S/S 465'E/O GABBERT RD.,MRPK‐118.899395140 34.2837539001 WOOD 5/1/1981 80 100 OH 1981 N12191533 2068658909991478342LS‐1 2116407E 9500L HPSV 35 POINDEXTER RD. S/S 250' E/O GABBERT RD., MRPK‐118.900236226 34.2835629538 WOOD 5/1/1981 80 100 OH 1981 N12191533 2068658910001478342LS‐1 2116408E 9500L HPSV 35 POINDEXTER RD. S/S 70' E/O GABBERT RD., MRPK‐118.900938519 34.2834101781 WOOD 5/1/1981 80 100 OH 1981 N12191533 2068658909281478342LS‐1 2116410E 9500L HPSV 35 GABBERT RD. E/S, 1350' N/O L.A. AVE., MRPK‐118.900994788 34.2826659446 WOOD 5/1/1981 80 100 OH 1981 N12191533 2068658909291478342LS‐1 2116411E 9500L HPSV 35 GABBERT RD. E/S, 1150 N/O L.A. AVE., MRPK‐118.900994081 34.2821752901 WOOD 5/1/1981 80 100 OH 1981 N12191533 2068658909301478342LS‐1 2116412E 9500L HPSV 35 GABBERT RD. E/S, 950' N/O L.A. AVE.‐118.90099975634.2816938689 WOOD 5/1/1981 85 100 OH 1981 N12191533 2068658909311478342LS‐1 2116413E 9500L HPSV 35 GABBERT RD. E/S 750' N/O L.A. AVE., MRPK‐118.900993804 34.2812044161 WOOD 5/1/1981 85 100 OH 1981 N12191533 2068658909321478342LS‐1 2116415E 9500L HPSV 35 GABBERT RD. E/S, 580' N/O L.A. AVE.,MRPK‐118.900984712 34.2807161246 WOOD 5/1/1981 85 100 OH 1981 N12191533 2068658909331478342LS‐1 2116416E 9500L HPSV 35 GABBERT RD.E/S,410'N/O L.A.AVE.,‐118.900995997 34.2802449409 WOOD 5/1/1981 80 100 OH 1981 N12231548 2068677785531478342LS‐1 2137152E 22000L HPSV 35 PRINCETON AV E/S 140' S/O C/L AMHERST ST‐118.857259346 34.2951422157 CONCRETE 1/1/1977 30 200 UG 1977 Y12231548 2068679974981478342LS‐1 2137153E 22000L HPSV 35 PRINCETON AVE E/S 190' N/O C/L AMHERST DR‐118.857083690 34.2959493142 CONCRETE 1/1/1977 30 200 UG 1977 Y12251548 2068679974991478342LS‐1 2137154E 22000L HPSV 35 PRINCETON AV E/S 410' N/O C/L AMHERST DR‐118.85673815834.2965483422 CONCRETE 1/1/1977 30 200 UG 1977 Y12251545 2068658904791478342LS‐1 2137155E 5800L HPSV 35 AUBURN ST E/S 230' N/O C/L PURDUE ST‐118.859514174 34.2986831336 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904801478342LS‐1 2137156E 5800L HPSV 35 AUBURN ST W/S 380' N/O C/L PURDUE ST‐118.859703523 34.2990517524 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904821478342LS‐1 2137157E 5800L HPSV 35 AUBURN CIR W/S 580' N/O C/L PURDUE ST‐118.859662971 34.2995139354 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904831478342LS‐1 2137158E 5800L HPSV 35 TULANE AVE W/S 180' N/O C/L PURDUE ST‐118.860366285 34.2986742534 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658906831478342LS‐1 2137159E 5800L HPSV 35 TULANE AV W/S 40' N/O C/L PURDUE ST‐118.860426649 34.2982900625 CONCRETE 1/1/1977 25 70 UG 1977 Y122515452068658904541478342LS‐1 2137160E 5800L HPSV 35 PURDUE ST S/S 10' E/O C/L TULANE AV‐118.860359510 34.2981391930 CONCRETE 1/1/1977 25 70 UG 1977 Y12251548 2068663827091478342LS‐1 2137161E 9500L HPSV 35 FENMORE ST W/S 140' S/O C/L CAMBRIDGE ST‐118.858989542 34.2998137674 CONCRETE 1/1/1977 30 100 UG 1977 Y12251548 2068663827101478342LS‐1 2137162E 9500L HPSV 35 FENMORE ST W/S 310' S/O C/L CAMBRIDGE ST‐118.858899076 34.2993766838 CONCRETE 1/1/1977 30 100 UG 1977 Y12251548 2068658910461478342LS‐1 2137163E 9500L HPSV 35 FENMORE ST W/S 490' S/O C/L CAMBRIDGE ST‐118.858964263 34.2988525269 CONCRETE 1/1/1977 30 100 UG 1977 Y12251548 2068658910471478342LS‐1 2137164E 9500L HPSV 35 FENMORE ST W/S 670' S/O C/L CAMBRIDGE ST‐118.858850490 34.2983756809 CONCRETE 1/1/1977 30 100 UG 1977 Y12251545 2068658904551478342LS‐1 2137165E 5800L HPSV 35 LOYOLA ST S/S 390' E/OC/L WESTWOOD ST‐118.86059055234.2973675438 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068680021991478342LS‐1 2137166E 5800L HPSV 35 14381 LOYOLA ST N/S‐118.861202073 34.2977048933 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658903871478342LS‐1 2137167E 5800L HPSV 35 LOYOLA ST S/S 50' W/O C/L WESTWOOD ST‐118.861840327 34.2978812093 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658903881478342LS‐1 2137168E 5800L HPSV 35 WESTWOOD ST E/S 50' S/O C/L LOYOLA ST‐118.861674992 34.2977854105 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658903931478342LS‐1 2137170E 5800L HPSV 35 WESTWOOD ST E/S 40' S/O C/L DARTMOUTH CIR‐118.861368442 34.2965093986 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904561478342LS‐1 2137171E 5800L HPSV 35 DARTMOUTH CIR N/S 125' E/O C/L WESTWOOD ST‐118.861090191 34.2967321179 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658898861478342LS‐1 2137193E 5800L HPSV 35 N‐S GRANADILLA DR 20' E/O CLAVELE AV‐118.88248184334.2675624005 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658898871478342LS‐1 2137194E 5800L HPSV 35 N‐S GRANADILLA DR 120' W/O CLAVELE DR‐118.883239733 34.2675085477 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658898881478342LS‐1 2137195E 5800L HPSV 35 GRANADILLA DR E/S, 150' S/O OLOROSO CIR‐118.883668810 34.2671158421 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658898891478342LS‐1 2137196E 5800L HPSV 35 N/S OLOSOSO CIR 100'N/O C/L GRANADILLA DR‐118.883873524 34.2677132639 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658898901478342LS‐1 2137197E 5800L HPSV 35 S/S GRANADILLA DR 220'W/O CLAVELE DR‐118.883518764 34.2673458606 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658898911478342LS‐1 2137198E 5800L HPSV 35 N/S GRANADILLA DR 275'E/O CLAVELE AVE‐118.881959687 34.2675879061 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658899951478342LS‐12137199E 5800L HPSV 35 E/S GOLONDRINA ST 325'W/O PALMITAS CIR‐118.880711268 34.2672396895 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658899961478342LS‐1 2137200E 5800L HPSV 35 N/S GOLONDRINA ST 225'W/O PALOMITAS CIR‐118.880712406 34.2674714322 CONCRETE 1/1/1977 25 70 UG 1977 Y12231551 2068658905181478342LS‐1 2137290E 5800L HPSV 35 VARSITY ST S/S 20' W/O MARQUETTE ST EXTD‐118.846704643 34.2950737437 CONCRETE 1/1/1980 25 70 UG 1980 Y12231551 2068663827131478342LS‐1 2137295E 4000L HPSV 35 180'S/O VARSITY W/S OF MARQUETTE ST EXTD‐118.846976872 34.2946466291 CONCRETE 1/1/1980 25 50 UG 1980 Y12131539 2068658899971478342LS‐1 2137334E 5800L HPSV 35 S/S GOLONDRINA ST 40'E/O CL PALOMITAS CIR‐118.880163347 34.2674104018 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658899981478342LS‐1 2137335E 5800L HPSV 35 E/S PALOMITAS CIR 100'S/O CL GOLONDRINA ST‐118.879987319 34.2672398697 CONCRETE 1/1/1977 25 70 UG 1977 Y12131539 2068658899991478342LS‐1 2137341E 5800L HPSV 35 N/S GOLONDRINA ST 75'W/O PEACHHILL RD‐118.87924304534.2675487585 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904841478342LS‐1 2144909E 5800L HPSV 35 BAYLOR CL N/S 70' W/O TULANE‐118.860470546 34.2991357784 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904851478342LS‐1 2144910E 5800L HPSV 35 TULANE AVE E/S 15' N/O BAYLOR CL‐118.860167650 34.2990948573 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658895201478342LS‐1 2144911E 5800L HPSV 35 TULANE AVE E/S 20' S/O CAMBRIDGE‐118.860415578 34.2998596300 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068674268391478342LS‐1 2144912E 5800L HPSV 35 CAMBRIDGE N/S 45' E/O TULANE AVE‐118.860327204 34.2999980777 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068663827061478342LS‐1 2144913E 5800L HPSV 35 CAMBRIDGE N/S 210' E/O TULANE AVE‐118.861103081 34.2999350121 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068673676131478342LS‐1 2144914E 5800L HPSV 35 WESTWOOD E/S 80' S/O CAMBRIDGE‐118.86151212334.2996360911 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904861478342LS‐1 2144915E 5800L HPSV 35 WESTWOOD E/S 280' S/O CAMBRIDGE‐118.861549259 34.2991190608 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904871478342LS‐1 2144916E 5800L HPSV 35 WESTWOOD S/S 460' S/O CAMBRIDGE‐118.861517740 34.2986007401 CONCRETE 1/1/1977 25 70 UG 1977 Y12251545 2068658904881478342LS‐1 2144917E 5800L HPSV 35 WESTWOOD S/S 540' S/O CAMBRIDGE‐118.861138716 34.2984115658 CONCRETE 1/1/1977 25 70 UG 1977 Y12191542 2068658913711478342LS‐1 2144923E 22000L HPSV 35 FLINN AVE S/S 350' E/O MINOR ST‐118.872118503 34.2827427268 CONCRETE 1/1/1978 30 200 UG 1978 Y12231551 2068679508171478342LS‐1 2144924E 22000L HPSV 35 S/S LOS ANGELES AVE 750' W/O TRENTON WAY‐118.841232256 34.2934296773 CONCRETE 1/1/1978 25 200 UG 1978 Y12211554 2068680468131478342LS‐1 2144927E 22000L HPSV 35 LOS ANGELES S/S 25' W/O ROXBURY DR‐118.829862994 34.2895277770 CONCRETE 1/1/1978 25 200 UG 1978 Y12231554 2068658905551478342LS‐1 2161509E 5800L HPSV 35 MELRAY ST E/S 250' S/O C/L DRACENA AVE‐118.83750188334.2948366079 CONCRETE 1/1/1981 25 70 UG 1981 Y12231554 2068658905561478342LS‐1 2161510E 5800L HPSV 35 MELRAY ST E/S 250' S/O KERNVALE AVE‐118.837423488 34.2955752139 CONCRETE 1/1/1981 25 70 UG 1981 Y12151542 2068658913091478342LS‐1 2161628E 22000L HPSV 35 S‐W COR OF PEACH HILL AND ROLLING KNOLL‐118.873738496 34.2714340472 CONCRETE 1/1/1980 25 200 UG 1980 Y12191542 2068663823241478342LS‐1 2170201E 22000L HPSV 35 MOORPARK RD E/S 315 S/O ROBERTS‐118.874881600 34.2802601620 CONCRETE 1/1/1979 30 200 UG 1979 Y12191542 2068658913721478342LS‐1 2170202E 22000L HPSV 35 MOORPARK RD E/S 210' S/O ROBERTS‐118.874873920 34.2805351579 CONCRETE 1/1/1979 30 200 UG 1979 Y12251551 2068658910481478342LS‐1 2170203E 9500L HPSV 35 CAMPUS PK RD S/S 735' E/O PENN ST‐118.847435431 34.2967003967 CONCRETE 1/1/1979 30 100 UG 1979 Y12251551 2068658910491478342LS‐1 2170206E 9500L HPSV 35 CAMPUS PK RD S/S 200' W/O MARQUETTE‐118.846796982 34.2966781893 CONCRETE 1/1/1979 30 100 UG 1979 Y12231551 2068658905191478342LS‐1 2170267E 5800L HPSV 35 N/S VARSITY PK 450' W/O MARQUETTE ST‐118.848063482 34.2952761041 CONCRETE 1/1/1979 25 70 UG 1979 Y12231548 2068658905201478342LS‐1 2170313E 5800L HPSV 35 E/S RAND 90' S/O STANFORD STREET‐118.850533308 34.2960426404 CONCRETE 1/1/1979 25 70 UG 1979 Y12231548 2068658904751478342LS‐12170314E 5800L HPSV 35 E/S RAND 285' S/O STANFORD ST‐118.850541788 34.2955006624 CONCRETE 1/1/1979 25 70 UG 1979 Y12231548 2068658904761478342LS‐1 2170315E 5800L HPSV 35 E/S RAND 465' S/O STANFORD ST‐118.850554123 34.2950193504 CONCRETE 1/1/1979 25 70 UG 1979 Y12231548 2068658904771478342LS‐1 2170316E 5800L HPSV 35 S/S RAND ST 135' E/O DUKE MOORPARK‐118.851086017 34.2945209530 CONCRETE 1/1/1979 25 70 UG 1979 Y12231548 2068658904571478342LS‐1 2170317E 5800L HPSV 35 W/S DUKE 485' S/O STANFORD AVE MOORPARK‐118.851613061 34.2949283823 CONCRETE 1/1/1979 25 70 UG 1979 Y12231548 2068673679811478342LS‐1 2170318E 5800L HPSV 35 W/S DUKE ST 290' 510 STANFORD ST MOORPARK‐118.851625728 34.2954620960 CONCRETE 1/1/1979 25 70 UG 1979 Y12231548 2068658904581478342LS‐1 2170319E 5800L HPSV 35 W/S DUKE 90' STANFORD ST MOORPARK‐118.851627356 34.2960213536 CONCRETE 1/1/1979 25 70 UG 1979 Y12191542 2068658913731478342LS‐1 2170320E 22000L HPSV 35 E/S MOORPARK RD 130' S/O ROBERTS AVE MOORPARK‐118.87488899734.2807544280 CONCRETE 1/1/1979 25 200 UG 1979 Y12251548 2068658910281478342LS‐1 2170364E 9500L HPSV 35 CAMPUS PK DR S/S 5' W/O PENN ST‐118.849927972 34.2967167080 CONCRETE 1/1/1979 30 100 UG 1979 Y12251548 2068658910291478342LS‐1 2170371E 9500L HPSV 35 CAMPUS PARK DR S/S 5' E/O PENN ST‐118.849804155 34.2967109550 CONCRETE 1/1/1979 30 100 UG 1979 Y12251548 2068658910301478342LS‐1 2170374E 9500L HPSV 35 CAMPUS PARK DR S/S 200' E/O PENN ST‐118.849210184 34.2967165468 CONCRETE 1/1/1979 30 100 UG 1979 Y12251551 2068658910311478342LS‐1 2170380E 9500L HPSV 35 CAMPUS PK DR S/S 380' E/O PENN ST‐118.848605427 34.2967248229 CONCRETE 1/1/1979 30 100 UG 1979 Y12251551 2068658910321478342LS‐1 2170381E 9500L HPSV 35 CAMPUS PARK DR S/S 560' E/O PENN ST‐118.84800890934.2967106431 CONCRETE 1/1/1979 30 100 UG 1979 Y12151542 2068658901411478342LS‐1 2170382E 5800L HPSV 35 PEACH HILL RD N/S, NW C/O ROLLINGKNOLL DR‐118.873799227 34.2715352110 CONCRETE 1/1/1979 25 70 UG 1979 Y212
12151542 2068658900001478342LS‐1 2170383E 5800L HPSV 35 PEACH HILL RD N/S, NE C/O VISTA DEL VALLE DR‐118.874501298 34.2715338334 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901421478342LS‐1 2170384E 5800L HPSV 35 VISTA DEL VALLE DR E/S S/O ADLENA PL‐118.874527810 34.2721643065 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901431478342LS‐1 2170385E 5800L HPSV 35 ADLENA PL N/S E/O VISTA DEL VALLEY‐118.874493592 34.2726141574 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901441478342LS‐1 2170386E 5800L HPSV 35 VISTA DEL VALLEY E/S N/O VISTA LEVANA DR‐118.874317137 34.2731348029 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901451478342LS‐1 2170387E 5800L HPSV 35 VISTA DEL VALLE E/S S/S BONITA HEIGHTS‐118.874233510 34.2734917133 CONCRETE 1/1/1979 25 70 UG 1979 Y12171542 2068658901461478342LS‐1 2170388E 5800L HPSV 35 VISTA DEL VALLEY E/S N/O BONITA HEIGHTS‐118.87410987834.2739754136 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901471478342LS‐1 2170389E 5800L HPSV 35 BONITA HEIGHTS N/S 180' W/O VISTA DEL VALLEY‐118.875146426 34.2734375494 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901481478342LS‐1 2170390E 5800L HPSV 35 BONITA HEIGHTS N/S 420' W/O VISTA DEL VALLEY‐118.875764123 34.2734254786 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901491478342LS‐1 2170391E 5800L HPSV 35 BONITA HEIGHTS N/S 240' E/O BELLA VISTA‐118.876565840 34.2733597650 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901501478342LS‐1 2170392E 5800L HPSV 35 BELLA VISTA W/S @ BONITA HEIGHTS‐118.877407246 34.2732858775 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658914281478342LS‐1 2170496E 22000L HPSV 35 PEACHHILL RD S/S 135 /WO MILL VALLEY RD‐118.871839171 34.2714669828 CONCRETE 1/1/1980 30 200 UG 1980 Y12151542 2068658913111478342LS‐12170497E 22000L HPSV 35 PEACH HIL RD SS/ 45 E/O MILL VALLEY RD‐118.871329828 34.2714625065 CONCRETE 1/1/1980 30 200 UG 1980 Y12151542 2068658913121478342LS‐1 2170498E 22000L HPSV 35 PEACHHILL RD S/S 215 E/O MILL VALLEY RD‐118.870609364 34.2714663299 CONCRETE 1/1/1980 30 200 UG 1980 Y12151542 2068658913131478342LS‐1 2170499E 22000L HPSV 35 PEACH HILL RD S/S 240 W/O MOORPARK RD‐118.869618443 34.2714579467 CONCRETE 1/1/1980 30 200 UG 1980 Y12171542 2068658901511478342LS‐1 2171782E 5800L HPSV 35 BELLA VISTA DR N/S 290' W/O ADONIS PL‐118.876456955 34.2742408029 CONCRETE 1/1/1980 25 70 UG 1980 Y12171542 2068658901521478342LS‐1 2171783E 5800L HPSV 35 ADONIS PL E/S 195' N/O BELLA VISTA DR‐118.875376343 34.2748031826 CONCRETE 1/1/1980 25 70 UG 1980 Y12171542 2068658901531478342LS‐1 2171784E 5800L HPSV 35 BELLA VISTA DR N/S 430' E/O ADONIS PL‐118.87439712934.2743770197 CONCRETE 1/1/1980 25 70 UG 1980 Y12171542 2068658901541478342LS‐1 2171785E 5800L HPSV 35 BELLA VISTA DR N/S 40' W/O ADONIS PL‐118.875519679 34.2743912916 CONCRETE 1/1/1980 25 70 UG 1980 Y12171542 2068658901551478342LS‐1 2171786E 5800L HPSV 35 BELLA VISTA DR N/S 535' W/O ADONIS PL‐118.877141626 34.2738745641 CONCRETE 1/1/1980 25 70 UG 1980 Y12251551 2068658910501478342LS‐1 2171904E 9500L HPSV 35 FENMORE S/S 360' W/O PONTY ST‐118.843265610 34.2967003544 CONCRETE 1/1/1979 30 100 UG 1979 Y12251551 2068658910521478342LS‐1 2171906E 9500L HPSV 35 FENMORE S/S 350' E/O B ST‐118.844976093 34.2966965034 CONCRETE 1/1/1979 30 100 UG 1979 Y12251551 2068658910531478342LS‐1 2171907E 9500L HPSV 35 FENMORE S/S 145' E/O B ST‐118.845636862 34.2967006313 CONCRETE 1/1/1979 30 100 UG 1979 Y12251551 2068658910541478342LS‐1 2171908E 9500L HPSV 35 FENMORE ST S/S 20' E/O B ST‐118.84606258234.2967078547 CONCRETE 1/1/1979 25 100 UG 1979 Y12251551 2068664096941478342LS‐1 2171909E 5800L HPSV 35 CAMPUS DR S/S, 10' W/O MARGUETTE ST‐118.846201483 34.2966931356 CONCRETE 1/1/1979 25 70 UG 1979 Y12191542 2068658913741478342LS‐1 2189320E 22000L HPSV 35 LA AVE N/S, 965' E/O SPRING RD‐118.871730118 34.2791735068 CONCRETE 1/1/1979 30 200 UG 1979 Y12191542 2068658913751478342LS‐1 2189321E 22000L HPSV 35 LA AVE N/S, 820' E/O SPRING RD‐118.872192107 34.2791550598 CONCRETE 1/1/1979 30 200 UG 1979 Y12151542 2068658901561478342LS‐1 2189401E 5800L HPSV 35 S/S OF VISTA LEVANA DR 500' S/O BELLA VISTA DR‐118.875475471 34.2725057320 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901571478342LS‐1 2189402E 5800L HPSV 35 S/S OF VISTA LEVANA 140' E/O BELLA VISTA‐118.87662165634.2724860991 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901581478342LS‐1 2189403E 5800L HPSV 35 W/S OF BELLA VISTA DR 50' N/O VISTA LEVANA DR‐118.877327180 34.2726045742 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901591478342LS‐1 2189404E 5800L HPSV 35 W/S OF BELLA VISTA DR 15' N/O BODEGA PL‐118.877383947 34.2720326849 CONCRETE 1/1/1979 25 70 UG 1979 Y12151539 2068658901601478342LS‐1 2189405E 5800L HPSV 35 S/S OF BODEGA PL 200' W/O BELLA VISTA DR‐118.878001279 34.2718783435 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901611478342LS‐1 2189406E 5800L HPSV 35 N/S OF PEACH HILL RD 15' W/O BELLA VISTA DR‐118.877347517 34.2715271539 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901621478342LS‐1 2189408E 5800L HPSV 35 N/S OF PEACH HILL RD 150' E/O BELLA VISTA‐118.87678218134.2715295373 CONCRETE 1/1/1979 25 70 UG 1979 Y12151542 2068658901631478342LS‐1 2189409E 5800L HPSV 35 N/S OF PEACH HILL RD 350' E/O BELLA VISTA‐118.876050628 34.2715343935 CONCRETE 1/1/1979 25 70 UG 1979 Y12251548 2068680214261478342LS‐1 2189507E 9500L HPSV 35 S/S FO FENMORE ST 290 E/OF PRINCETON‐118.855654743 34.2968007701 CONCRETE 1/1/1979 30 100 UG 1979 Y12251548 2068658910201478342LS‐1 2189508E 9500L HPSV 35 CAMPUS PARK DR S/S, 420' E/O PRINCETON‐118.855244975 34.2967190735 CONCRETE 1/1/1979 30 100 UG 1979 Y12251548 2068658910251478342LS‐1 2189509E 9500L HPSV 35 S/S CAMPUS PARK DR, 550' E/O PRINCETON‐118.854745683 34.2966347024 CONCRETE 1/1/1979 30 100 UG 1979 Y12251548 2068663842311478342LS‐1 2189510E 9500L HPSV 35 S/S CAMPUS PARK DR, 735' E/O PRINCETON‐118.854178976 34.2965806977 CONCRETE 1/1/1979 30 100 UG 1979 Y122515482068658910261478342LS‐1 2189511E 5800L HPSV 35 S/S CAMPUS PARK DR, 860' E/O PRINCETON‐118.853829919 34.2965927988 CONCRETE 1/1/1979 30 70 UG 1979 Y12251548 2068663827121478342LS‐1 2189512E 9500L HPSV 35 S/S CAMPUS PARK DR 985' E/O PRINCETON‐118.853401679 34.2965902754 CONCRETE 1/1/1979 30 100 UG 1979 Y12251548 2068658895131478342LS‐1 2189513E 9500L HPSV 35 S/S CAMPUS PARK DR, 1110' E/O PRINCETON‐118.852928128 34.2966298130 CONCRETE 1/1/1979 30 100 UG 1979 Y12251548 2068658895151478342LS‐1 2189514E 4000L HPSV 35 S/S CAMPUS PARK DR, 1230' E/O PRINCETON‐118.852509420 34.2966718903 CONCRETE 1/1/1979 30 50 UG 1979 Y12251548 2068663827081478342LS‐1 2189515E 4000L HPSV 35 S/S CAMPUIS PARK DR, 1350' E/O PRINCETON‐118.852042625 34.2967318387 CONCRETE 1/1/1979 30 50 UG 1979 Y12251548 2068658914191478342LS‐1 2189516E 22000L HPSV 35 S/S CAMPUS PARK DR. 1530' E/O PRINCETON‐118.85164054234.2967284988 CONCRETE 1/1/1979 30 200 UG 1979 Y12251548 2068658914181478342LS‐1 2189518E 22000L HPSV 35 S/S CAMPUS PARK DR, 1890' E/O PRINCETON‐118.850672789 34.2967073447 CONCRETE 1/1/1979 30 200 UG 1979 Y12191539 2068658902211478342LS‐1 2197059E 5800L HPSV 35 MOORPARK AVE E/S 183' S/O 3RD ST‐118.882184877 34.2815629964 WOOD 11/18/1981 40 70 OH 1981 N12171533 2068658900751478342LS‐1 2197232E 5800L HPSV 35 AVEDON RD. W/S, 285' N/O BUTTER CREEK‐118.902389524 34.2762858482 CONCRETE 9/1/1981 25 70 UG 1981 Y12171533 2068658900761478342LS‐1 2197233E 5800L HPSV 35 AVEDON RD. W/S, 90' N/O BUTTER CREEK‐118.902412729 34.2755324880 CONCRETE 9/1/1981 25 70 UG 1981 Y12171533 2068664149361478342LS‐1 2197234E 5800L HPSV 35 BUTTER CREEK S/S, @ AVEDON RD‐118.902280000 34.2752027664 CONCRETE 9/1/1981 25 70 UG 1981 Y12171533 2068658900771478342LS‐1 2197235E 5800L HPSV 35 BUTTER CREEK S/S, AT TALMADGE‐118.901595859 34.2753330381 CONCRETE 9/1/1981 25 70 UG 1981 Y12171533 2068658900781478342LS‐1 2197236E 5800L HPSV 35 TALMADGE E/S, 150' N/O BUTTER CREEK‐118.90143462734.2756541149 CONCRETE 9/1/1981 25 70 UG 1981 Y12171533 2068658900791478342LS‐1 2197237E 5800L HPSV 35 TALMADGE E/S, 350' N/O BUTTER CREEK‐118.901465606 34.2761934976 CONCRETE 9/1/1981 25 70 UG 1981 Y12171533 2068658913141478342LS‐1 2197238E 22000L HPSV 35 TIERRA REJADA W/S, 360' S/O COURTNEY‐118.900993246 34.2762617276 CONCRETE 6/15/1984 30 200 UG 1984 Y12171533 2068664149481478342LS‐1 2197239E 22000L HPSV 35 TIERRA REJADA W/S, 685' S/O COURTNEY‐118.900983547 34.2754855677 CONCRETE 6/25/1984 30 200 UG 1984 Y12171533 2068658913331478342LS‐1 2197290E 22000L HPSV 35 W/S TIERRA REJADA RD., 230' N/O COURTNEY LN.‐118.901041935 34.2778847819 CONCRETE 4/3/1981 30 200 UG 1981 Y12171533 2068658913151478342LS‐1 2197291E 22000L HPSV 35 W/S TIERRA REJADA RD., 50' S/O COURTNEY LN.‐118.900995201 34.2771870945 CONCRETE 4/3/1981 30 200 UG 1981 Y12171533 2068658900741478342LS‐1 2197292E 5800L HPSV 35 E/S TALMADGE RD., 10' N/O COTTONTAIL RD‐118.90146489934.2767361528 CONCRETE 4/3/1981 25 70 UG 1981 Y12171533 2068658900801478342LS‐1 2197293E 5800L HPSV 35 E/S TALMADGE RD., 50' N/O COURTNEY LN.‐118.901477613 34.2773155902 CONCRETE 4/3/1981 25 70 UG 1981 Y12171533 2068658900811478342LS‐1 2197294E 5800L HPSV 35 N/S COTTONTAIL RD., 120' W/O TALMADGE RD.‐118.901992518 34.2767876741 CONCRETE 4/3/1981 25 70 UG 1981 Y12171533 2068658900821478342LS‐1 2197295E 5800L HPSV 35 W/S AVEDON RD., 20' N/O COTTON TAIL RD.‐118.902397690 34.2767008056 CONCRETE 4/3/1981 25 70 UG 1981 Y12171533 2068658900831478342LS‐1 2197296E 5800L HPSV 35 S/S AVEDON RD., 230' N/O COTTON TAIL RD.‐118.902405729 34.2773296235 CONCRETE 4/3/1981 25 70 UG 1981 Y12171533 2068658901921478342LS‐1 2197297E 5800L HPSV 35 W/S AVEDON RD., 410' N/O COTTON TAIL RD‐118.902422203 34.2778183532 CONCRETE 4/3/1981 25 70 UG 1981 Y121915332068658901931478342LS‐1 2197298E 5800L HPSV 35 W/S AVEDON RD., 640' N/O COTTON TAIL RD.‐118.902425937 34.2785488082 CONCRETE 4/3/1981 25 70 UG 1981 Y12191533 2068658901941478342LS‐1 2197299E 5800L HPSV 35 E/S TALMADGE RD., 450' N/O COURTNEY LN.‐118.901593731 34.2786496910 CONCRETE 4/3/1981 25 70 UG 1981 Y12171533 2068663841311478342LS‐1 2197300E 4000L HPSV 35 TALMADGE RD E/S, 250' N/O COUNTRY LN‐118.901494148 34.2778810174 CONCRETE 4/3/1981 25 50 UG 1981 Y12191533 2068658913261478342LS‐1 2197451E 16000L HPSV 35 S/S L.A. AVE., 400' W/O TIERRA REJADA‐118.902375666 34.2789078525 CONCRETE 4/3/1981 30 150 UG 1981 Y12151539 2068658909161478342LS‐1 2210142E 9500L HPSV 35 PEACH HILL RD. W/S, 45' S/O C/L E. HONEYBEE ST.‐118.879071432 34.2684742291 CONCRETE 9/1/1981 25 100 UG 1981 Y12151539 2068658900021478342LS‐1 2210143E 5800L HPSV 35 E. HONEYBEE ST. N/S, 160' W/O C/L PEACH HILL RD.‐118.87956008134.2686354816 CONCRETE 9/1/1981 25 70 UG 1981 Y12151539 2068658900031478342LS‐1 2210144E 5800L HPSV 35 E. CLOVERDALE ST. E/S, 210' S/O C/L ANNETTE ST.‐118.880175856 34.2686512861 CONCRETE 9/1/1981 25 70 UG 1981 Y12151539 2068658900041478342LS‐1 2210145E 5800L HPSV 35 E. INGLEWOOD AVE. N/S 195 E/O C/L N. SKYLARK CT.‐118.880473604 34.2682476821 CONCRETE 3/9/1981 25 70 UG 1981 Y12151539 2068658900051478342LS‐1 2210146E 5800L HPSV 35 N. SKYLARK CT. W/S 215 N/O C/L E.INGLEWOOD AVE.‐118.881198339 34.2689329416 CONCRETE 3/9/1981 25 70 UG 1981 Y12151539 2068658900061478342LS‐1 2210147E 5800L HPSV 35 E. INGLEWOOD AVE. N/S 50 W/O C/L SKYLARK CT.‐118.881216921 34.2682639685 CONCRETE 3/9/1981 25 70 UG 1981 Y121515392068658898921478342LS‐1 2210148E 5800L HPSV 35 N. ASHTREE ST. W/S, 345' N/O C/L E. INGLEWOOD AVE.‐118.882021124 34.2691275637 CONCRETE 9/1/1981 25 70 UG 1981 Y12151539 2068658898931478342LS‐1 2210149E 5800L HPSV 35 E. INGLEWOOD AVE. N/S, 40' W/O C/L ASHTREE ST‐118.882042632 34.2682977455 CONCRETE 9/1/1981 25 70 UG 1981 Y12151539 2068658898941478342LS‐1 2210150E 5800L HPSV 35 CLAVELE CRT. W/S, 215' N/O C/L E. INGLEWOOD AVE.‐118.882823950 34.2687588124 CONCRETE 9/1/1981 25 70 UG 1981 Y12151539 2068658898951478342LS‐1 2210151E 5800L HPSV 35 E/ INGLEWOOD AVE., N/S 45' W/O C/L CLAVELE CRT.‐118.882895340 34.2682939905 CONCRETE 9/1/1981 25 70 UG 1981 Y12151539 2068658898961478342LS‐1 2210152E 5800L HPSV 35 E. INGLEWOOD AVE. N/S, 45' W/O C/L E. CLOVERDALE‐118.88380662534.2683133560 CONCRETE 9/1/1981 25 70 UG 1981 Y12151539 2068658898971478342LS‐1 2210153E 5800L HPSV 35 E. CLOVERDALE ST. W/S, 225' N/O C/L INGLEWOOD ST.‐118.883804551 34.2688750727 CONCRETE 9/1/1981 25 70 UG 1981 Y12151539 2068658898981478342LS‐1 2210154E 5800L HPSV 35 E. CLOVERDALE ST. W/S, 265' N/O C/L INGLEWOOD ST.‐118.883643543 34.2694052996 CONCRETE 9/1/1981 25 70 UG 1981 Y12151539 2068658898991478342LS‐1 2210155E 5800L HPSV 35 E. CLOVERDALE ST. N/S, 295' W/O C/L N. ASHTREE ST.‐118.882938564 34.2698151915 CONCRETE 9/1/1981 25 70 UG 1981 Y12151539 2068658899001478342LS‐1 2210156E 5800L HPSV 35 E. CLOVERDALE ST. N/S, 45' W/O C/L N. ASHTREE ST.‐118.882070802 34.2698596057 CONCRETE 9/1/1981 25 70 UG 1981 Y213
12151539 2068658900071478342LS‐1 2210157E 5800L HPSV 35 E CLOVERDALE ST N/S 220' E/O C/L ASHTREE ST‐118.881214112 34.2698555715 CONCRETE 1/1/1980 25 70 UG 1980 Y12151539 2068658900081478342LS‐1 2210158E 5800L HPSV 35 E CLOVERDALE ST N/S 400' E/O C/L N ASHTREE ST‐118.880574912 34.2696807930 CONCRETE 1/1/1980 25 70 UG 1980 Y12151539 2068658900091478342LS‐1 2210159E 5800L HPSV 35 E CLOVERDALE ST E/S 40' N/O C/L E ANNETTE ST‐118.880275269 34.2693632521 CONCRETE 1/1/1980 25 70 UG 1980 Y12151539 2068658900101478342LS‐1 2210160E 5800L HPSV 35 E ANNETTE ST N/S 175' W/O C/L PEACHHILL RD‐118.879581563 34.2693605496 CONCRETE 1/1/1980 25 70 UG 1980 Y12151539 2068658900111478342LS‐1 2210161E 5800L HPSV 35 PEACH HILL RD W/S 45' S/O C/L E ANNETTE‐118.87908532634.2692333541 CONCRETE 1/1/1980 25 70 UG 1980 Y12191533 2068664149461478342LS‐1 2210266E 22000L HPSV 35 L.A. AVE. S/S, 55' E/O C/L BUTTER CREEK RD.‐118.906741244 34.2788701781 CONCRETE 5/28/1981 30 200 UG 1981 Y12191533 2068658914311478342LS‐1 2210268E 22000L HPSV 35 L.A. AVE. S/S, 665' E/O C/L BUTTER CREEK RD.‐118.903931858 34.2788936129 CONCRETE 2/27/1981 30 200 UG 1981 Y12171533 2068658906781478342LS‐1 2210270E 5800L HPSV 35 POPPYGLEN CT N/S 210' E/O C/L BUTTER CREEK RD‐118.906092606 34.2779460490 CONCRETE 5/30/1985 25 70 UG 1985 Y12191533 2068658901951478342LS‐1 2210271E 5800L HPSV 35 HOLLYGLEN CT N/S 255' N/O C/L POPPYGLEN CT‐118.906026601 34.2785933979 CONCRETE 5/30/1985 25 70 UG 1985 Y12191533 2068658961181478342LS‐1 2210272E 4000L HPSV 35 HOLLYGLEN CT. N/S, 525' N/E/O C/L POPPYGLEN CT.‐118.90494481334.2785760833 CONCRETE 2/27/1981 25 50 UG 1981 Y12171533 2068658949801478342LS‐1 2210273E 4000L HPSV 35 BUTTER CREEK RD. S/S, 35' E/O C/L PEPPER MILL ST.‐118.906543658 34.2751819628 CONCRETE 5/28/1981 25 50 UG 1981 Y12171533 2068658950001478342LS‐1 2210274E 4000L HPSV 35 BUTTER CREEK RD. S/S, 290' E/O C/L PEPPER MILL ST.‐118.905568906 34.2750637802 CONCRETE 5/28/1981 25 50 UG 1981 Y12171533 2068658900841478342LS‐1 2210275E 5800L HPSV 35 PEPPER MILL ST. W/S, 150' S/O C/L BUTTER CRK. RD.‐118.906900296 34.2749997585 CONCRETE 2/27/1981 25 70 UG 1981 Y12171533 2068658950011478342LS‐1 2210276E 4000L HPSV 35 PEPPER MILL ST. W/S, 345' S/O C/L BUTTER CRK. RD.‐118.906994608 34.2743318852 CONCRETE 2/27/1981 25 50 UG 1981 N12171533 2068658900731478342LS‐12210277E 4000L HPSV 35 PEPPER MILL ST. W/S, 535' S/O C/L BUTTER CRK. RD.‐118.906982552 34.2736571909 CONCRETE 2/27/1981 25 50 UG 1981 Y12171533 2068658949811478342LS‐1 2210278E 4000L HPSV 35 PEPPER MILL ST. W/S, 795' S/O C/L BUTTER CRK. RD.‐118.906829819 34.2730075367 CONCRETE 2/27/1981 25 50 UG 1981 Y12171533 2068658949821478342LS‐1 2210279E 5800L HPSV 35 PEPPER MILL ST. S/S, 40' E/O C/L CLEARCREEK CT.‐118.906567270 34.2727336830 CONCRETE 2/27/1981 25 70 UG 1981 Y12171533 2068664148561478342LS‐1 2210280E 5800L HPSV 35 CLEARCREEK CT. W/S, 145' S/O C/L PEPPER MILL ST.‐118.906847567 34.2726273408 CONCRETE 2/27/1981 25 70 UG 1981 Y12151533 2068664148571478342LS‐1 2210281E 9500L HPSV 35 CLEARCREEK CT. W/S, 335' S/O C/L PEPPER MILL‐118.90690050734.2719184775 CONCRETE 2/27/1981 25 100 UG 1981 Y12151533 2068664148581478342LS‐1 2210282E 5800L HPSV 35 CLEARCREEK CT E/S, 565' S/O C/L PEPPER MILL ST.‐118.906633812 34.2711609709 CONCRETE 2/27/1981 25 70 UG 1981 Y12151533 2068664022571478342LS‐1 2210283E 4000L HPSV 35 DAISY CT W/S, 100' S/O C/L PEPPER MILL ST.‐118.906065236 34.2724500473 CONCRETE 2/27/1981 25 50 UG 1981 Y12151533 2068664022581478342LS‐1 2210284E 5800L HPSV 35 DAISY CT. W/S, 290' S/O C/L PEPPER MILL ST.‐118.906040498 34.2718670483 CONCRETE 2/27/1981 25 70 UG 1981 Y12171533 2068658950021478342LS‐1 2210285E 5800L HPSV 35 PEPPER MILL ST., 40' E/O C/L DAISY CT.‐118.905908060 34.2725074722 CONCRETE 2/27/1981 25 70 UG 1981 Y12171533 2068658960821478342LS‐1 2210286E 4000L HPSV 35 HEATHERGLEN CT., 130' N/O PEPPER MILL ST.‐118.90590408734.2729407797 CONCRETE 5/28/1981 25 50 UG 1981 Y12171533 2068658950031478342LS‐1 2210287E 4000L HPSV 35 HEATHERGLEN CT.E/S, 85' N/O C/L MEADOW ST.‐118.905960021 34.2734673076 CONCRETE 5/28/1981 25 50 UG 1981 Y12171533 2068658950041478342LS‐1 2210288E 4000L HPSV 35 HEATHERGLEN CT. E/S, 205' N/O C/L MEADOW ST.‐118.905976747 34.2742019498 CONCRETE 5/28/1981 25 50 UG 1981 Y12251551 2068658905211478342LS‐1 2210301E 5800L HPSV 35 MARQUETTE ST. E/S, 200' N/O CAMPUS DR.‐118.846095274 34.2973005271 CONCRETE 12/7/1981 25 70 UG 1981 Y12251551 2068658905221478342LS‐1 2210302E 5800L HPSV 35 MARQUETTE ST. N/S, 570' E/O REEDLEY‐118.846249958 34.2976093560 CONCRETE 6/25/1981 25 70 UG 1981 Y12251551 2068658905231478342LS‐1 2210303E 5800L HPSV 35 MARQUETTE ST. N/S, 410' E/O REEDLEY‐118.846514257 34.2978745501 CONCRETE 6/25/1981 25 70 UG 1981 Y12251551 2068658905241478342LS‐1 2210304E 5800L HPSV 35 MARQUETTE N/S, 410' E/O REEDLEY‐118.847066957 34.2979192003 CONCRETE 6/25/1981 25 70 UG 1981 Y12251551 2068658905251478342LS‐1 2210305E 5800L HPSV 35 MARQUETTE ST. N/S, 55' E/O REEDLEY‐118.84794012734.2981505383 CONCRETE 6/25/1981 25 70 UG 1981 Y12251551 2068658905261478342LS‐1 2210306E 5800L HPSV 35 REEDLEY ST. S/S, 130' S/O MARQUETTE‐118.848404276 34.2979624263 CONCRETE 12/7/1981 25 70 UG 1981 Y12251548 2068658905271478342LS‐1 2210307E 5800L HPSV 35 REEDLEY ST. S/S, 340' S/O MARQUETTE‐118.849061192 34.2978677502 CONCRETE 6/25/1981 25 70 UG 1981 Y12251551 2068658905281478342LS‐1 2210308E 5800L HPSV 35 MARQUETTE ST. W/S, 150' N/O REEDLEY‐118.848294985 34.2985359144 CONCRETE 6/25/1981 25 70 UG 1981 Y12251551 2068658905291478342LS‐1 2210309E 5800L HPSV 35 MARQUETTE ST. W/S, 150' N/O REEDLEY‐118.848420358 34.2990848204 CONCRETE 6/25/1981 25 70 UG 1981 Y12251551 2068658905301478342LS‐1 2210310E 5800L HPSV 35 MARQUETTE ST. W/S, 150 N/O REEDLEY‐118.848776253 34.2993101971 CONCRETE 6/25/1981 25 70 UG 1981 Y12211539 2068658907001478342LS‐1 2214201E 5800L HPSV 35 N/S POINDEXTER RD AT MCFADDEN AVE‐118.88326578234.2844836688 WOOD 10/25/1970 45 70 OH 1970 Y12151542 2068658900421478342LS‐1 2214316E 5800L HPSV 35 LAURELHURST RD E/S 570' S/O C/L PEACHHILL RD‐118.868681880 34.2701096717 CONCRETE 1/1/1980 25 70 UG 1980 Y12151542 2068658900431478342LS‐1 2214318E 5800L HPSV 35 LAURELHURST RD N/S 660' E/O MILLVALLEY RD‐118.869235253 34.2710889006 CONCRETE 1/1/1980 25 70 UG 1980 Y12151542 2068658900441478342LS‐1 2214319E 5800L HPSV 35 LAURELHURST RD S/S 290' E/O MILL VALLEY RD‐118.870425491 34.2710913479 CONCRETE 1/1/1980 25 70 UG 1980 Y12151542 2068658900451478342LS‐1 2214320E 5800L HPSV 35 LAURELHURST RD S/S 140' E/O MILL VALLEY RD‐118.870932119 34.2710558884 CONCRETE 1/1/1980 25 70 UG 1980 Y12151542 2068658894651478342LS‐1 2214322E 5800L HPSV 35 LAURELHURST RD N/S 240' W/O MILL VALLEY RD‐118.872178782 34.2709455682 CONCRETE 1/1/1980 25 70 UG 1980 Y12151542 2068658900461478342LS‐1 2214370E 5800L HPSV 35 WILDWEST W/S, 170' S/O LAURELHURST‐118.87047778834.2706539834 CONCRETE 5/28/1981 25 70 UG 1981 Y12151542 2068658900471478342LS‐1 2214371E 5800L HPSV 35 WILDWEST W/S, 170' S/O LAURELHURST‐118.870163885 34.2702375856 CONCRETE 5/28/1981 25 70 UG 1981 Y12151542 2068658900481478342LS‐1 2214372E 5800L HPSV 35 WILDWEST S/S, 505' S/O LAURELHURST‐118.869726263 34.2703904564 CONCRETE 5/28/1981 25 70 UG 1981 Y12151542 2068663822791478342LS‐1 2214373E 5800L HPSV 35 MILL VALLEY RD. E/S, 75' S/O LAURELHURST‐118.871325947 34.2709401549 CONCRETE 4/3/1981 25 70 UG 1981 Y12151542 2068658900501478342LS‐1 2214374E 5800L HPSV 35 MILL VALLEY E/S, 255' S/O LAURELHURST‐118.871148995 34.2702572587 CONCRETE 3/13/1981 25 70 UG 1981 Y12151542 2068662107181478342LS‐1 2214375E 9500L HPSV 35 MILL VALLEY E/S, 475' S/O LAURELHURST‐118.871135939 34.2696438396 CONCRETE 3/13/1981 25 100 UG 1981 Y12151542 2068658894771478342LS‐1 2214376E 4000L HPSV 35 BLACKSMITH CT. S/S, 90' W/O MILL VALLEY‐118.871406277 34.2701999642 CONCRETE 3/13/1981 25 50 UG 1981 Y12151542 2068658894661478342LS‐1 2214377E 4000L HPSV 35 BLACKSMITH CT. S/S, 350' W/O MILL VALLEY‐118.87227750934.2700484447 CONCRETE 3/13/1981 25 50 UG 1981 Y12231551 2068658910591478342LS‐1 2214435E 9500L HPSV 35 COLLEGE VIEW E/S 565 S/O FENMORE ST MOORPARK‐118.840889676 34.2951912572 CONCRETE 1/1/1980 25 100 UG 1980 Y12231551 2068658910601478342LS‐1 2214436E 9500L HPSV 35 COLLEGE VIEW AVE E/S 355 S/O FENMORE ST MOORPARK‐118.840668160 34.2957495493 CONCRETE 1/1/1980 25 100 UG 1980 Y12231551 2068658910611478342LS‐1 2214437E 9500L HPSV 35 COLLEGE VIEW AVE E/S 140 S/O FENMORE ST MOORPARK‐118.840524007 34.2963317791 CONCRETE 1/1/1980 25 100 UG 1980 Y12231551 2068658905571478342LS‐1 2214438E 5800L HPSV 35 E/S LINVELLE CT 255 S/O DRACENEA AVE & MOORPARK‐118.839458117 34.2948337002 CONCRETE 1/1/1980 25 70 UG 1980 Y12231554 2068658905581478342LS‐1 2214439E 5800L HPSV 35 GRANDSEN CT E/S 200' S/O DRACENA AVE‐118.83840378034.2949907058 CONCRETE 1/1/1920 25 70 UG 1957 Y12231551 2068658905591478342LS‐1 2214440E 5800L HPSV 35 OVERLY W/S 225 S/O DRACENA AND MOORPARK‐118.840486101 34.2949513195 CONCRETE 1/1/1980 25 70 UG 1980 Y12231551 2068658905601478342LS‐1 2214441E 5800L HPSV 35 W/S OVERLY ST., S/O KERNVALE‐118.840246474 34.2955436640 CONCRETE 9/7/1983 25 70 UG 1983 Y12231551 2068658905611478342LS‐1 2214442E 5800L HPSV 35 W/S OVERLY ST., N/O DRACENA‐118.840076436 34.2960580397 CONCRETE 9/7/1983 25 70 UG 1983 Y12231551 2068658905621478342LS‐1 2214443E 5800L HPSV 35 KERNVALE S/S, 300' W/O DELFEN ST.‐118.839475741 34.2962006703 CONCRETE 12/2/1983 25 70 UG 1983 Y12231554 2068658905631478342LS‐1 2214444E 5800L HPSV 35 KERNVALE S/S, 325' W/O MELRAY ST.‐118.838568426 34.2962316942 CONCRETE 12/2/1983 25 70 UG 1983 Y12231554 2068658905641478342LS‐1 2214445E 5800L HPSV 35 KERNVALE AVE. N/S, 375' E/O DELFEN ST.‐118.837222928 34.2962827986 CONCRETE 9/7/1983 25 70 UG 1983 Y12231554 2068658905651478342LS‐12214453E 5800L HPSV 35 DRACENA AVE. N/S, 325' W/O MELRAY ST.‐118.838553873 34.2955715849 CONCRETE 12/2/1983 25 70 UG 1983 Y12231551 2068658905661478342LS‐1 2214454E 5800L HPSV 35 DRACENA N/S, 275' W/O GRANDSEN CT.‐118.839382222 34.2955644453 CONCRETE 12/2/1983 25 70 UG 1983 Y12251551 2068678339441478342LS‐1 2214455E 9500L HPSV 35 CAMPUS PARK . S/S, 170' W/O COLLEGE VIEW AVE.‐118.841124786 34.2966712377 CONCRETE 5/11/1981 25 100 UG 1981 Y12251551 2068658910621478342LS‐1 2214457E 9500L HPSV 35 FENMORE ST S/S 245 W/O DELFEN ST MOORPARK‐118.839281691 34.2966715709 CONCRETE 1/1/1980 25 100 UG 1980 Y12251554 2068658910631478342LS‐1 2214459E 9500L HPSV 35 FENMORE ST S/S 225 E/O DELFEN ST MOORPARK‐118.837682204 34.2966785097 CONCRETE 1/1/1980 25 100 UG 1980 Y12251554 2068664159201478342LS‐1 2214460E 5800L HPSV 35 FENMORE DR S/SS 415 E/O C/L DELFIN ST MOORPARK‐118.83716049534.2966998655 CONCRETE 1/1/1980 25 70 UG 1980 Y12111542 2068658897321478342LS‐1 2214780E 5800L HPSV 35 CHRISTIAN BARRETT S/S 630' W/O HATFIELD‐118.872165352 34.2623770847 CONCRETE 2/20/1985 25 70 OH 1985 Y12111542 2068658897331478342LS‐1 2214781E 5800L HPSV 35 CHRISTIAN BARRETT S/S505' W/O HATFIELD‐118.871650638 34.2623857172 CONCRETE 2/25/1985 25 70 UG 1985 Y12111542 2068658898111478342LS‐1 2214782E 5800L HPSV 35 CHRISTIAN BARRETT S/S 320' W/O HATFIELD‐118.871085571 34.2625048916 CONCRETE 2/25/1985 25 70 UG 1985 Y12131542 2068658898121478342LS‐1 2214783E 5800L HPSV 35 CHRISTIAN BARRETT S/S 120' SW/O HATFIELD CT‐118.870670114 34.2627723760 CONCRETE 2/25/1985 25 70 UG 1985 Y12131542 2068658898131478342LS‐1 2214784E 5800L HPSV 35 HATFIELD CT W/S 63' S/O CHRISTIAN BARRETT‐118.870425983 34.2629573829 CONCRETE 7/30/1985 25 70 UG 1985 Y12111542 2068658898141478342LS‐1 2214785E 5800L HPSV 35 HATFIELD CT W/S 298' S/O CHRISTIAN BARRETT‐118.86983792634.2625554624 CONCRETE 7/30/1985 25 70 UG 1985 Y12131542 2068658898151478342LS‐1 2214786E 5800L HPSV 35 CHRISTIAN BARRETT S/S 58' E/O HATFIELD‐118.870366029 34.2631092919 CONCRETE 2/25/1985 25 70 UG 1985 Y12131542 2068658893711478342LS‐1 2214787E 4000L HPSV 35 CHRISTIAN BARRETT W/S 230' N/O HATFIELD‐118.870078799 34.2636758759 CONCRETE 2/25/1985 25 50 UG 1985 Y12131542 2068658893721478342LS‐1 2214788E 4000L HPSV 35 CHRISTIAN BARRETT W/S 57' S/O SOUTHHAMPTON‐118.869580442 34.2641821233 CONCRETE 9/22/1987 25 50 UG 1987 Y12111542 2068658898161478342LS‐1 2214789E 5800L HPSV 35 SOUTHHAMPTON RD E/S 120' N/O TIERRA REJADA‐118.868466993 34.2623048089 CONCRETE 7/31/1985 25 70 UG 1985 Y12131542 2068658898171478342LS‐1 2214800E 5800L HPSV 35 SOUTHHAMPTON RD E/S 295' N/O TIERRA REJADA‐118.868582238 34.2628700179 CONCRETE 7/31/1985 25 70 UG 1985 Y12131542 2068658898181478342LS‐1 2214801E 5800L HPSV 35 SOUTHHAMPTON RD 445' N/O TIERRA REJADA‐118.868755338 34.2634246671 CONCRETE 7/31/1985 25 70 UG 1985 Y12131542 2068658898191478342LS‐1 2214802E 5800L HPSV 35 SOUTHHAMPTON RD E/S 105' S/O CHRISTIAN BARRETT‐118.86920788034.2640217672 CONCRETE 7/31/1985 25 70 UG 1985 Y12131542 2068658898201478342LS‐1 2214803E 5800L HPSV 35 CHRISTIAN BARRETT N/S 63' W/O WILLOW CREEK‐118.868365750 34.2646851277 CONCRETE 12/31/1985 25 70 UG 1985 Y214
12131542 2068658893731478342LS‐1 2214805E 4000L HPSV 35 WILLOWCREEK W/S 190' N/O CHRISTIAN BARRETT‐118.868367463 34.2652254094 CONCRETE 9/22/1987 25 50 UG 1987 Y12131542 2068658898221478342LS‐1 2214806E 5800L HPSV 35 WILLOWCREEK E/S 52' N/O CHRISTIAN BARRETT‐118.868201832 34.2647736837 CONCRETE 9/22/1987 25 70 UG 1987 Y12131542 2068658893741478342LS‐1 2214807E 4000L HPSV 35 CHRISTIAN BARRETT N/S 112' E/O WILLOWCREEK‐118.867849656 34.2647708011 CONCRETE 12/31/1985 25 50 UG 1985 Y12131545 2068658898231478342LS‐1 2214808E 5800L HPSV 35 CHRISTIAN BARRETT N/S 60' W/O OAKCLIFF DR‐118.867147804 34.2648678450 CONCRETE 9/22/1987 25 70 UG 1987 Y12131545 2068658898241478342LS‐1 2214809E 5800L HPSV 35 OAKCLIFF DR E/S 438' N/O CHRISTIAN BARRETT‐118.867286446 34.2660285906 CONCRETE 2/28/1987 25 70 UG 1987 Y12131545 2068658898251478342LS‐1 2214810E 5800L HPSV 35 OAKCLIFF DR E/S 232' N/O CHRISTIAN BARRETT‐118.867091326 34.2654850131 CONCRETE 2/28/1987 25 70 UG 1987 Y12131542 2068658898261478342LS‐1 2214813E 5800L HPSV 35 ATWOOD CT. N/S 170' E/O WILLOWCREEK‐118.86757754934.2644172903 CONCRETE 2/25/1985 25 70 UG 1985 Y12131545 2068658898281478342LS‐1 2214814E 5800L HPSV 35 ATWOOD CT N/S 350' E/O WILLOWCREEK‐118.867090149 34.2644523954 CONCRETE 7/8/1987 25 70 UG 1987 Y12131542 2068658893751478342LS‐1 2214815E 4000L HPSV 35 WILLOWCREEK W/S 55' S/O ATWOOD‐118.868138554 34.2642226596 CONCRETE 12/31/1985 25 50 UG 1985 Y12131542 2068658893761478342LS‐1 2214816E 4000L HPSV 35 WILLOWCREEK W/S 25' N/O HARGROVE CT‐118.867801786 34.2635247073 CONCRETE 12/31/1985 25 50 UG 1985 Y12131545 2068658898291478342LS‐1 2214817E 5800L HPSV 35 HARGROVE CT 160' E/O WILLOWCREEK‐118.867222305 34.2636554046 CONCRETE 12/31/1985 25 70 UG 1985 Y12131542 2068658893771478342LS‐1 2214818E 4000L HPSV 35 WILLOWCREEK E/S 180' S/O HARGROVE‐118.867690266 34.2630568960 CONCRETE 12/31/1985 25 50 UG 1985 Y12111542 2068658898301478342LS‐1 2214819E 5800L HPSV 35 WILLOWCREEK S/S 300' S/O HARGROVE‐118.867462447 34.2626901922 CONCRETE 12/31/1985 25 70 UG 1985 Y12111545 2068658893781478342LS‐1 2214820E 4000L HPSV 35 WILLOWCREEK S/S 470' S/O HARGROVE‐118.86711355334.2627220609 CONCRETE 12/31/1985 25 50 UG 1985 Y12151542 2068658900121478342LS‐1 2214965E 5800L HPSV 35 N/S OF LAUREL HURST RD 450 W/O MILL VALLEY RD‐118.872880015 34.2708982862 CONCRETE 1/1/1980 25 70 UG 1980 Y12151542 2068658900511478342LS‐1 2214978E 5800L HPSV 35 N/S OF LAURELHURST RD 15 W/O MILL VALLEY RD‐118.871502487 34.2711379089 CONCRETE 1/1/1980 25 70 UG 1980 Y12151533 2068658949951478342LS‐1 2239753E 5800L HPSV 35 S/S PEPPERMILL, 190' E/O DAISY CT.‐118.904706504 34.2724678387 CONCRETE 1/12/1981 25 70 UG 1981 Y12151533 2068658949941478342LS‐1 2239754E 4000L HPSV 35 S/S PEPPER MILL, 430' E/O DAISY CT.‐118.903658162 34.2725310310 CONCRETE 1/12/1981 25 50 UG 1981 Y12171533 2068658949961478342LS‐1 2239755E 4000L HPSV 35 S/S PEPPER MILL, 600' E/O DAISY CT.‐118.903029550 34.2727039420 CONCRETE 1/12/1982 25 50 UG 1982 Y12171533 2068658949971478342LS‐1 2239756E 4000L HPSV 35 E/S PEPPER MILL, 760' E/O DAISY CT.‐118.90289204634.2732344675 CONCRETE 1/12/1982 25 50 UG 1982 Y12171533 2068658950051478342LS‐1 2239757E 4000L HPSV 35 E/S PEPPERMILL, 310' S/O BUTTER CREEK‐118.902921251 34.2740216518 CONCRETE 1/12/1982 25 50 UG 1982 Y12171533 2068658950061478342LS‐1 2239758E 4000L HPSV 35 E/S PEPPER MILL, 130' S/O BUTTER CREEK‐118.902941126 34.2748306539 CONCRETE 1/12/1982 25 50 UG 1982 Y12171533 2068658949881478342LS‐1 2239759E 5800L HPSV 35 S/S BUTTER CREEK, 20' E/O PEPPER MILL‐118.902974356 34.2751688984 CONCRETE 1/12/1982 25 70 UG 1982 Y12171533 2068658949891478342LS‐1 2239760E 5800L HPSV 35 S/S BUTTER CREEK, 200' E/O PEPPER MILL‐118.902637804 34.2751907098 CONCRETE 1/12/1982 25 70 UG 1982 Y12171533 2068658949871478342LS‐1 2239761E 4000L HPSV 35 S/S BUTTER CREEK, 20' E/O MEADOW ST.‐118.903933523 34.2751385618 CONCRETE 2/1/1982 25 50 UG 1982 Y12171533 2068658950071478342LS‐1 2239762E 4000L HPSV 35 S/S BUTTER CREEK, 140' W/O MEADOW ST.‐118.90449588234.2750875831 CONCRETE 1/12/1982 25 50 UG 1982 Y12171533 2068658950081478342LS‐1 2239763E 4000L HPSV 35 W/S MEADOW ST., 110' S/O BUTTER CREEK‐118.904192685 34.2748419595 CONCRETE 8/10/1982 25 50 UG 1982 Y12171533 2068658949901478342LS‐1 2239764E 4000L HPSV 35 N/S MEADOW CT., 80' W/O MEADOW ST.‐118.904413487 34.2743562363 CONCRETE 1/12/1982 25 50 UG 1982 Y12171533 2068658949911478342LS‐1 2239765E 4000L HPSV 35 E/S MEADOW ST., 20' S/O MEADOW CT.‐118.904023931 34.2742809954 CONCRETE 1/12/1982 25 50 UG 1982 Y12171533 2068663822841478342LS‐1 2239766E 4000L HPSV 35 S/S MEADOW ST., 420' E/O HEATHER GLEN CT‐118.904131470 34.2733553023 CONCRETE 1/12/1982 25 50 UG 1982 Y12171533 2068658949921478342LS‐1 2239767E 4000L HPSV 35 S/S MEADOW ST, 120' E/O HEATHER GLEN CT.‐118.905565877 34.2731914223 CONCRETE 1/12/1982 25 50 UG 1982 Y12211542 2068658912591478342LS‐12239799E 16000L HPSV 35 N/S L.A. AVE., 130, E/O MOORPARK RD.‐118.874516849 34.2857622408 CONCRETE 3/5/1982 30 150 UG 1982 Y12211542 2068658914121478342LS‐1 2239800E 16000L HPSV 35 N/S L.A. AVE., 430' E/O MOORPARK RD.‐118.873512244 34.2857746697 CONCRETE 3/5/1982 30 150 UG 1982 Y12211542 2068658912601478342LS‐1 2239802E 16000L HPSV 35 N/S L.A. AVE., 1030' E/O MOORPARK RD.‐118.871747233 34.2858935687 CONCRETE 3/5/1982 30 150 UG 1982 Y12191539 2068658903231478342LS‐1 2239803E 5800L HPSV 35 E/S MOORPARK RD., 150' N/O L.A. AVE.‐118.882162623 34.2794597654 CONCRETE 3/5/1982 25 70 UG 1982 Y12211542 2068658903031478342LS‐1 2239804E 5800L HPSV 35 N/S CHARLES ST, 100' E/O SPRING RD‐118.874312033 34.2867825018 CONCRETE 3/5/1982 25 70 UG 1982 Y12211542 2068658903241478342LS‐1 2239805E 5800L HPSV 35 E/S SIR GEORGE, 130' N/O CHARLES ST.‐118.874214154 34.2870891328 CONCRETE 3/5/1982 25 70 UG 1982 Y122115422068664149971478342LS‐1 2239806E 4000L HPSV 35 W/S SIR GEORGE, 350' N/O CHARLES ST.‐118.874350248 34.2876932448 CONCRETE 3/5/1982 25 50 UG 1982 Y12211542 2068658903251478342LS‐1 2239807E 5800L HPSV 35 N/S CHARLES ST., 200' E/O SIR GEORGE‐118.873540332 34.2866548332 CONCRETE 3/5/1982 25 70 UG 1982 Y12211542 2068658903261478342LS‐1 2239808E 5800L HPSV 35 S/S CHARLES ST., 400' E/O SIR GEORGE‐118.872906584 34.2863363286 CONCRETE 3/5/1982 25 70 UG 1982 Y12211542 2068658903271478342LS‐1 2239809E 5800L HPSV 35 S/S CHARLES ST., 580' E/O SIR GEORGE‐118.872439289 34.2864253255 CONCRETE 3/5/1982 25 70 UG 1982 Y12211542 2068658903281478342LS‐1 2239810E 5800L HPSV 35 W/S LUCILLE CIR. 150' S/O CHARLES ST.‐118.871471365 34.2866986099 CONCRETE 4/2/1984 25 70 UG 1984 Y12211542 2068658903291478342LS‐1 2239811E 5800L HPSV 35 E/S LUCILLE, 120' N/O CHARLES ST.‐118.872225265 34.2871237110 CONCRETE 4/2/1984 25 70 UG 1984 Y12211542 2068658903301478342LS‐12239812E 5800L HPSV 35 W/S LUCILLE, 320' N/O CHARLES ST.‐118.872887914 34.2872842885 CONCRETE 4/2/1984 25 70 UG 1984 Y12211542 2068658903321478342LS‐1 2239813E 5800L HPSV 35 W/S LUCILLE, 520' N/O CHARLES ST.‐118.873272519 34.2877243321 CONCRETE 4/2/1984 25 70 UG 1984 Y12211542 2068658903331478342LS‐1 2239814E 5800L HPSV 35 N/S CHARLES, 25' W/O DESIREE CT.‐118.871501390 34.2876987429 CONCRETE 4/2/1984 25 70 UG 1984 Y12211542 2068658903341478342LS‐1 2239815E 5800L HPSV 35 W/S DESIREE, 120' N/O CHARLES ST.‐118.871787477 34.2878609657 CONCRETE 4/2/1984 25 70 UG 1984 Y12211542 2068658903351478342LS‐1 2239816E 5800L HPSV 35 N/S CHARLES ST., 80' E/O DESIREE CT.‐118.871277907 34.2879436183 CONCRETE 4/2/1984 25 70 UG 1984 Y12211542 2068658903361478342LS‐1 2239817E 5800L HPSV 35 N/S CHARLES ST. 300' E/O DESIREE CT.‐118.870718551 34.2881613584 CONCRETE 4/2/1984 25 70 UG 1984 Y12211542 2068658903371478342LS‐1 2239818E 5800L HPSV 35 N/S CHARLES, 130' E/O SIR LANCE CT.‐118.87006558234.2881864229 CONCRETE 4/2/1984 35 70 UG 1984 Y12211542 2068658903381478342LS‐1 2239819E 5800L HPSV 35 W/S SIR LANCE CT., 150' S/O CHARLES ST.‐118.870529623 34.2877279702 CONCRETE 4/2/1984 25 70 UG 1984 Y12211542 2068658903391478342LS‐1 2239820E 5800L HPSV 35 W/S SIR LANCE CT., 390' S/O CHARLES‐118.870294757 34.2870820824 CONCRETE 4/2/1984 25 70 UG 1984 Y12191533 2068658909361478342LS‐1 2239948E 9500L HPSV 35 COMMERCE E/S, 570' S/O POINDEXTER‐118.898992684 34.2821032168 CONCRETE 7/8/1982 25 100 UG 1982 Y12191533 2068658909371478342LS‐1 2239949E 9500L HPSV 35 COMMERCE E/S, 650' S/O POINDEXTER‐118.898975478 34.2815689846 CONCRETE 7/8/1982 25 100 UG 1982 Y12191533 2068658909381478342LS‐1 2239950E 9500L HPSV 35 COMMERCE E/S, 845' S/O POINDEXTER‐118.898996301 34.2810398791 CONCRETE 7/8/1982 25 100 UG 1982 Y12191533 2068658909391478342LS‐1 2239951E 9500L HPSV 35 COMMERCE E/S, 1025' S/O POINDEXTER‐118.898999208 34.2805159860 CONCRETE 7/8/1982 25 100 UG 1982 Y12191533 2068658909401478342LS‐1 2239952E 9500L HPSV 35 COMMERCE S/S, 560' E/O GABBERT‐118.89909948934.2802854232 CONCRETE 7/8/1982 25 100 UG 1982 Y12191533 2068658909411478342LS‐1 2239953E 9500L HPSV 35 COMMERCE S/S, 390' E/O GABBERT‐118.899746186 34.2802746395 CONCRETE 7/8/1982 25 100 UG 1982 Y12191533 2068658909421478342LS‐1 2239954E 9500L HPSV 35 COMMERCE S/S, 182' E/O GABBERT‐118.900432025 34.2802801069 CONCRETE 7/8/1982 25 100 UG 1982 Y12191536 2068658909431478342LS‐1 2239955E 9500L HPSV 35 MAUREEN LN., 1020' N/O L.A. AVE.‐118.896247665 34.2818519910 CONCRETE 7/8/1982 25 100 UG 1982 Y12191536 2068658909451478342LS‐1 2239956E 9500L HPSV 35 MAUREEN LN., 875' N/O L.A. AVE.‐118.896224944 34.2814002618 CONCRETE 7/8/1982 25 100 UG 1982 Y12191536 2068658909461478342LS‐1 2239957E 9500L HPSV 35 MAUREEN LN., 640' N/O L.A. AVE.‐118.896363995 34.2807550038 CONCRETE 7/8/1982 25 100 UG 1982 Y12191536 2068658909471478342LS‐1 2239958E 9500L HPSV 35 MAUREEN LN., 500' N/O L.A. AVE.‐118.896333953 34.2803506270 CONCRETE 7/8/1982 25 100 UG 1982 Y12191536 2068658909481478342LS‐1 2239959E 9500L HPSV 35 MAUREEN LN., 350' N/O L.A. AVE.‐118.89632060434.2799488613 CONCRETE 7/8/1982 25 100 UG 1982 Y12191536 2068658909491478342LS‐1 2239960E 9500L HPSV 35 MAUREEN LN., 210' N/O L.A. AVE.‐118.896205279 34.2795573915 CONCRETE 7/8/1982 25 100 UG 1982 Y12251548 2068679975011478342LS‐1 2240150E 5800L HPSV 35 REEDLEY AVE. S/S, 480' W/O MARQUETTE‐118.849560015 34.2978400299 CONCRETE 3/12/1982 25 70 UG 1982 Y12251548 2068658905311478342LS‐1 2240151E 5800L HPSV 35 REEDLEY AVE. S/S, 660' W/O MARQUETTE‐118.850147067 34.2979608070 CONCRETE 3/12/1982 25 70 UG 1982 Y12251548 2068658905321478342LS‐1 2240152E 5800L HPSV 35 REEDLEY AVE. N/S, 840' W/O MARQUETTE‐118.850692041 34.2982346093 CONCRETE 3/12/1982 25 70 UG 1982 Y12251548 2068658905331478342LS‐1 2240153E 5800L HPSV 35 REEDLEY AVE. N/S, 1065' W/O MARQUETTE‐118.851597911 34.2983286141 CONCRETE 3/12/1982 25 70 UG 1982 Y12251548 2068658905341478342LS‐1 2240154E 5800L HPSV 35 REEDLEY AVE S/S 1265' W/O MARQUETTE‐118.851908489 34.2981164531 CONCRETE 7/29/1985 25 70 UG 1985 Y12251548 2068658905351478342LS‐12240156E 5800L HPSV 35 VARSITY N/S, 670' N/O REEDLEY AVE.‐118.849400355 34.2994922567 CONCRETE 3/12/1982 25 70 UG 1982 Y12251548 2068658905361478342LS‐1 2240157E 5800L HPSV 35 VARSITY N/S, 840' N/O REEDLEY AVE.‐118.849882066 34.2997490003 CONCRETE 3/12/1982 25 70 UG 1982 Y12251548 2068658904891478342LS‐1 2240158E 5800L HPSV 35 VARSITY N/S, 1040' N/O REEDLEY AVE.‐118.850419277 34.2998851327 CONCRETE 3/12/1982 25 70 UG 1982 Y12251548 2068658904901478342LS‐1 2240159E 5800L HPSV 35 VARSITY S/S, 1210' N/O REEDLEY AVE‐118.850852129 34.2998259421 CONCRETE 3/12/1982 25 70 UG 1982 Y12251548 2068658904911478342LS‐1 2240161E 5800L HPSV 35 CAMPUS PARK N/S, 40' E/O PENN ST.‐118.851490118 34.2998536175 CONCRETE 3/12/1982 30 70 UG 1982 Y12251551 2068658910561478342LS‐1 2240162E 9500L HPSV 35 CAMPUS PARK N/S, 20' W/O MARQUETTE‐118.846251973 34.2967860515 CONCRETE 12/5/1981 30 100 UG 1981 Y12131545 2068658894781478342LS‐1 2240171E 4000L HPSV 35 MOORPARK RD. W/S, 1700' S/O PEACH HILL‐118.86709352034.2670453317 CONCRETE 11/20/1981 30 50 UG 1981 Y12131545 2068663841301478342LS‐1 2240172E 22000L HPSV 35 SPRING RD. W/S, 1320' S/O PEACH HILL‐118.867430862 34.2679025882 CONCRETE 11/20/1981 30 200 UG 1981 Y12151542 2068658894791478342LS‐1 2240173E 4000L HPSV 35 SPRING RD. W/S, 900' S/O PEACH HILL‐118.867968611 34.2692961687 CONCRETE 11/20/1981 30 50 UG 1981 Y12151542 2068658900521478342LS‐1 2240174E 5800L HPSV 35 LAURELHURST E/S, 450' S/O BEAR VALLEY‐118.868246967 34.2683526266 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068658900531478342LS‐1 2240175E 5800L HPSV 35 LAURELHURST E/S, 230' S/O BEAR VALLEY‐118.868252260 34.2690559889 CONCRETE 11/20/1981 25 70 UG 1981 Y215
12151542 2068658900541478342LS‐1 2240176E 5800L HPSV 35 LAURELHURST E/S, END OF BEAR VALLEY‐118.868472511 34.2696847129 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068658900551478342LS‐1 2240177E 5800L HPSV 35 BEAR VALLEY S/S, 95' W/O LAURELHURST‐118.868751895 34.2695441615 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068663822781478342LS‐1 2240178E 5800L HPSV 35 BEAR VALLEY S/S, 295' W/O LAURELHURST‐118.869404996 34.2693325204 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068658900561478342LS‐1 2240179E 5800L HPSV 35 BEAR VALLEY S/S, 495' W/O LAURELHURST‐118.870169866 34.2691611557 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068658894801478342LS‐1 2240180E 4000L HPSV 35 BEAR VALLEY S/S, 105' E/O MILL VALLEY‐118.870964735 34.2691402787 CONCRETE 11/20/1981 25 50 UG 1981 Y12151542 2068658900571478342LS‐1 2240181E 5800L HPSV 35 BEAR VALLEY NWC/O MILL VALLEY‐118.871421386 34.2692548709 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068658894671478342LS‐1 2240182E 4000L HPSV 35 BEAR VALLEY S/S, 230' W/O MILL VALLEY‐118.87204915134.2691425272 CONCRETE 11/20/1981 25 50 UG 1981 Y12151542 2068658894681478342LS‐1 2240183E 5800L HPSV 35 BEAR VALLEY N/S, 460' W/O MILL VALLEY‐118.872691648 34.2691650691 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068658894691478342LS‐1 2240184E 5800L HPSV 35 BEAR VALLEY N/S, 190' E/O GUNSMOKE‐118.873351594 34.2690105622 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068658900131478342LS‐1 2240185E 5800L HPSV 35 BEAR VALLEY N/S, END OF GUNSMOKE‐118.873911812 34.2686843567 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068658900141478342LS‐1 2240186E 5800L HPSV 35 BEAR VALLEY W/S, 205' S/O GUNSMOKE‐118.874362322 34.2682666710 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068658900151478342LS‐1 2240187E 5800L HPSV 35 GUNSMOKE S/S, 215' E/O BEAR VALLEY‐118.873255338 34.2683962690 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068658900161478342LS‐1 2240188E 5800L HPSV 35 GUNSMOKE S/S, 140' W/O CEDAR PINE LN‐118.872462373 34.2683157010 CONCRETE 11/20/1981 25 70 UG 1981 Y12151542 2068658894701478342LS‐12240189E 4000L HPSV 35 GUNSMOKE N/S, END/O CEDAR PINE LN‐118.871971315 34.2683946616 CONCRETE 11/20/1981 25 50 UG 1981 Y12111542 2068658907931478342LS‐1 2240196E 9500L HPSV 35 TIERRA REJADA 215'E/O SOUTH HAMPTON‐118.867697816 34.2620491762 CONCRETE 11/5/1986 25 100 UG 1986 Y12111542 2068658907941478342LS‐1 2240197E 9500L HPSV 35 TIERRA REJADA 25' W/O SOUTH HAMPTON‐118.868609472 34.2619651744 CONCRETE 11/5/1986 25 100 UG 1986 Y12111542 2068658907951478342LS‐1 2240198E 9500L HPSV 35 TIERRA REJADA 275' W/O SOUTH HAMPTON‐118.869798587 34.2618589520 CONCRETE 11/5/1986 25 100 UG 1986 Y12111542 2068674710201478342LS‐1 2240199E 9500L HPSV 35 TIERRA REJADA 525' W/O SOUTH HAMPTON‐118.870930722 34.2617721493 CONCRETE 11/5/1986 25 100 UG 1986 Y12111542 2068674710181478342LS‐1 2240201E 9500L HPSV 35 TIERRA REJADA 650' W/O SOUTH HAMPTON‐118.871496460 34.2617407092 CONCRETE 11/5/1986 25 100 UG 1986 Y12111542 2068658907961478342LS‐1 2240202E 9500L HPSV 35 TIERRA REJADA 400' W/O SOUTH HAMPTON‐118.870328585 34.2618095361 CONCRETE 11/5/1986 25 100 UG 1986 Y121115422068658907981478342LS‐1 2240203E 9500L HPSV 35 TIERRA REJADA 240' W/O SOUTH HAMPTON‐118.869174638 34.2619126403 CONCRETE 11/5/1986 25 100 UG 1986 Y12111542 2068658907991478342LS‐1 2240204E 9500L HPSV 35 TIERRA REJADA 25' E/O SOUTH HAMPTON‐118.868424134 34.2619834840 CONCRETE 11/5/1986 25 100 UG 1986 Y12111545 2068663822721478342LS‐1 2240205E 9500L HPSV 35 TIERRA REJADA 275' E/O SOUTH HAMPTON‐118.866966896 34.2621474950 CONCRETE 11/5/1986 25 100 UG 1986 Y12111542 2068658898311478342LS‐1 2240206E 5800L HPSV 35 RANSOM RD 200' W/O SOUTH HAMPTON‐118.869168381 34.2616435518 CONCRETE 4/29/1987 25 70 UG 1987 Y12111542 2068658898321478342LS‐1 2240207E 5800L HPSV 35 RANSOM RD 375' W/O SOUTH HAMPTON‐118.869736718 34.2616305716 CONCRETE 4/29/1987 25 70 UG 1987 Y12111542 2068658898331478342LS‐1 2240208E 5800L HPSV 35 RANSOM RD NS 525' W/O SOUTH HAMPTON‐118.870231101 34.2615784694 CONCRETE 4/29/1987 25 70 UG 1987 Y12111542 2068658898341478342LS‐1 2240209E 5800L HPSV 35 RANSOM RD NS 675' W/O SOUTH HAMPTON‐118.87062099334.2614315904 CONCRETE 4/29/1987 25 70 OH 1987 Y12111542 2068658898351478342LS‐1 2240210E 5800L HPSV 35 RANSOM RD NS 800' W/O SOUTH HAMPTON‐118.870862720 34.2612330867 CONCRETE 4/29/1987 25 70 UG 1987 Y12111542 2068658898371478342LS‐1 2240212E 5800L HPSV 35 KEISHA DR 175' E/O SOUTH HAMPTON‐118.867941551 34.2618072001 CONCRETE 4/29/1987 25 70 UG 1987 Y12111545 2068658898381478342LS‐1 2240213E 5800L HPSV 35 KEISHA DR 450' E/O SOUTH HAMPTON‐118.867113338 34.2617859302 CONCRETE 4/29/1987 25 70 UG 1987 Y12131542 2068658893791478342LS‐1 2240236E 4000L HPSV 35 SOUTHHAMPTON W/S 105' S/O MEEHAM WAY‐118.869774067 34.2644376627 CONCRETE 6/6/1986 25 50 UG 1986 Y12131542 2068658893801478342LS‐1 2240237E 4000L HPSV 35 SOUTHHAMPTON W/S AT MEEHAM WAY‐118.869967851 34.2646246412 CONCRETE 6/6/1986 25 50 UG 1986 Y12131542 2068658893811478342LS‐1 2240238E 4000L HPSV 35 MEEHAM WAY N/S 80' E/O SOUTHHAMPTON‐118.869718499 34.2649420877 CONCRETE 6/6/1986 25 50 UG 1986 Y12131542 2068658893821478342LS‐1 2240239E 4000L HPSV 35 MEEHAM WAY N/S 260' E/O SOUTHHAMPTON‐118.86939614134.2651944157 CONCRETE 6/6/1986 25 50 UG 1986 Y12131542 2068658893831478342LS‐1 2240240E 5800L HPSV 35 SOUTHHAMPTON W/S 85' S/O DONNYBROOK‐118.870581590 34.2652088940 CONCRETE 6/6/1986 25 70 UG 1986 Y12131542 2068662306501478342LS‐1 2240241E 5800L HPSV 30 DONNYBROOK S/S 20' E/O SOUTHHAMPTON‐118.870555082 34.2654538483 CONCRETE 6/6/1986 25 70 UG 1986 Y12131542 2068658893841478342LS‐1 2240242E 4000L HPSV 35 DONNYBROOK N/S 210' E/O SOUTHHAMPTON‐118.870201528 34.2658303591 CONCRETE 7/31/1986 25 50 UG 1986 Y12131542 2068658894811478342LS‐1 2240243E 4000L HPSV 35 DONNYBROOK N/S 370' E/O SOUTHHAMPTON‐118.869507322 34.2661044717 CONCRETE 7/31/1986 25 50 UG 1986 Y12131542 2068658893851478342LS‐1 2240244E 4000L HPSV 35 DONNYBROOK S/S 100' W/O SOUTHHAMPTON‐118.870829281 34.2653131237 CONCRETE 6/6/1986 25 50 UG 1986 Y12131542 2068658893861478342LS‐1 2240245E 4000L HPSV 35 DONNYBROOK S/S 280' W/O SOUTHHAMPTON‐118.871546628 34.2651995028 CONCRETE 6/6/1986 25 50 UG 1986 Y12131542 2068658893621478342LS‐1 2240246E 4000L HPSV 35 DONNYBROOK S/S 20' E/O WEEPING WILLOW‐118.87222165634.2653208193 CONCRETE 6/6/1986 25 50 UG 1986 Y12131542 2068658893631478342LS‐1 2240247E 4000L HPSV 35 DONNYBROOK S/S 70' W/O WEEPING WILLOW‐118.872859143 34.2655513789 CONCRETE 7/31/1986 25 50 UG 1986 Y12131542 2068658893641478342LS‐1 2240248E 4000L HPSV 35 CEDARPINE E/S 100' S/O DONNYBROOK‐118.873328493 34.2656652626 CONCRETE 7/31/1986 25 50 UG 1986 Y12131542 2068658897341478342LS‐1 2240249E 5800L HPSV 35 CEDARPINE E/S 20' N/O DONNYBROOK‐118.873095429 34.2658574814 CONCRETE 5/13/1987 25 70 UG 1987 Y12131542 2068658897261478342LS‐1 2240250E 5800L HPSV 35 WEEPING WILLOW W/S 70' S/O DONNYBROOK‐118.872387834 34.2652389092 CONCRETE 5/19/1986 25 70 UG 1986 Y12131542 2068658893651478342LS‐1 2240251E 5800L HPSV 35 WEEPING WILLOW W/S 250' S/O DONNYBROOK‐118.872463974 34.2647346453 CONCRETE 5/19/1986 25 70 UG 1986 Y12131542 2068658897251478342LS‐1 2240252E 5800L HPSV 35 WEEPING WILLOW W/S 450' S/O DONNYBROOK‐118.872446738 34.2641664982 CONCRETE 5/19/1986 25 70 UG 1986 Y12131542 2068658893661478342LS‐1 2240253E 4000L HPSV 35 WEEPING WILLOW W/S 640' S/O DONNYBROOK‐118.87246631634.2636312631 CONCRETE 5/19/1986 25 50 UG 1986 Y12131542 2068658893671478342LS‐1 2240254E 5800L HPSV 35 WEEPING WILLOW S/S 400' W/O HATFIELD CT‐118.872321008 34.2633084559 CONCRETE 5/19/1986 25 70 UG 1986 Y12131542 2068658897351478342LS‐1 2240255E 5800L HPSV 35 WEEPING WILLOW S/S 220' W/O HATFIELD CT‐118.871892561 34.2631955403 CONCRETE 5/19/1986 25 70 UG 1986 Y12131542 2068658898391478342LS‐1 2240256E 5800L HPSV 35 WEEPING WILLOW S/S 120' W/O HATFIELD CT‐118.871415199 34.2633324802 CONCRETE 5/19/1986 25 70 UG 1986 Y12131542 2068658898401478342LS‐1 2240257E 5800L HPSV 35 WEEPING WILLOW S/S 20' E/O HATFIELD CT‐118.871084006 34.2636075569 CONCRETE 5/19/1986 25 70 UG 1986 Y12131542 2068658898411478342LS‐1 2240258E 5800L HPSV 35 WEEPING WILLOW N/END, 210' NE/O WEEPING WILLOW‐118.870779704 34.2641551539 CONCRETE 5/19/1986 25 70 UG 1986 Y12131542 2068658900581478342LS‐1 2240274E 5800L HPSV 35 GUNSMOKE RD N/S 650' E/O CEDARPINE‐118.86966859234.2680130680 CONCRETE 12/19/1986 25 70 UG 1986 Y12151542 2068658900591478342LS‐1 2240275E 5800L HPSV 35 GUNSMOKE N/S 500' E/O CEDARPINE‐118.870289959 34.2682561539 CONCRETE 12/19/1986 25 70 UG 1986 Y12151542 2068658900601478342LS‐1 2240276E 5800L HPSV 35 GUNSMOKE N/S 330' E/O CEDARPINE‐118.870761534 34.2684021468 CONCRETE 12/19/1986 25 70 UG 1986 Y12151542 2068658900611478342LS‐1 2240277E 5800L HPSV 35 GUNSMOKE N/S 150' E/O CEDARPINE‐118.871346519 34.2684569165 CONCRETE 4/29/1987 25 70 UG 1987 Y12131542 2068658894711478342LS‐1 2240278E 5800L HPSV 35 CEDARPINE E/S 30' N/O SHADY PT‐118.872012820 34.2677710464 CONCRETE 12/19/1986 25 70 UG 1986 Y12131542 2068658894721478342LS‐1 2240279E 5800L HPSV 35 CEDARPINE E/S 15' N/O HILBURY CT‐118.872174805 34.2670647474 CONCRETE 4/29/1987 25 70 UG 1987 Y12131542 2068658894731478342LS‐1 2240280E 4000L HPSV 35 HILBURN CT S/S 85' E/O CEDARPINE‐118.871883572 34.2668996341 CONCRETE 12/19/1986 25 50 UG 1986 Y12131542 2068658900171478342LS‐1 2240281E 5800L HPSV 35 CEDARPINE E/S 15' N/O DEERING LN‐118.87253098334.2664767460 CONCRETE 4/29/1987 25 70 UG 1987 Y12131542 2068658894581478342LS‐1 2240282E 4000L HPSV 35 DEERING LN S/S 100' E/O CEDARPINE‐118.872407700 34.2662395635 CONCRETE 4/29/1987 25 50 UG 1987 Y12131542 2068658894821478342LS‐1 2240283E 4000L HPSV 35 DEERING LN S/S 280' E/O CEDARPINE‐118.871622645 34.2660494652 CONCRETE 4/29/1987 25 50 UG 1987 Y12131542 2068658894751478342LS‐1 2240284E 4000L HPSV 35 DEERING S/S 560' E/O CEDARPINE‐118.870952177 34.2662529085 CONCRETE 12/19/1986 25 50 UG 1986 Y12131542 2068658900621478342LS‐1 2240285E 5800L HPSV 35 DEERING S/S 680' E/O CEDARPINE‐118.870593912 34.2667106917 CONCRETE 12/19/1986 25 70 UG 1986 Y12131542 2068658898421478342LS‐1 2240288E 5800L HPSV 35 HATFIELD CT W/S 120' S/O WEEPING WILLOW‐118.870948247 34.2632815229 CONCRETE 5/19/1986 25 70 UG 1986 Y12111542 2068658893681478342LS‐1 2240482E 4000L HPSV 35 CHRISTIAN BARRETT S/S 120' E/O SHADY KNOLL‐118.872743964 34.2624619544 CONCRETE 12/19/1986 25 50 UG 1986 Y12131542 2068658897361478342LS‐1 2240483E 5800L HPSV 35 CHRISTIAN BARRETT W/S 190' N/O SHADY KNOLL‐118.87337786134.2628947957 CONCRETE 12/19/1986 25 70 UG 1986 Y12131542 2068658893691478342LS‐1 2240484E 4000L HPSV 35 ASHBROOK S/S175' W/O CHRISTIAN BARRETT‐118.873691070 34.2627401566 CONCRETE 12/19/1986 25 50 UG 1986 Y12131542 2068658893701478342LS‐1 2240485E 4000L HPSV 35 ASHBROOK S/S 330' W/O CHRISTIAN BARRETT‐118.874204646 34.2626407046 CONCRETE 12/19/1986 25 50 UG 1986 Y12131542 2068658897371478342LS‐1 2240486E 5800L HPSV 35 CHRISTIAN BARRETT W/S 120' N/O ASHBROOK‐118.873584183 34.2632627583 CONCRETE 4/29/1987 25 70 UG 1987 Y12131542 2068658897381478342LS‐1 2240487E 5800L HPSV 35 NW COR/O CEDARPINE & CHRISTIAN BARRETT‐118.873648674 34.2636732963 CONCRETE 4/29/1987 25 70 UG 1987 Y12131542 2068658897391478342LS‐1 2240488E 5800L HPSV 35 CHRISTIAN BARRETT E/S 170' N/O CEDARPINE‐118.873461920 34.2640649619 CONCRETE 7/8/1987 25 70 UG 1987 Y12131542 2068658897401478342LS‐1 2240489E 5800L HPSV 35 CHRISTIAN BARRETT E/S 360' N/O CEDARPINE‐118.873454684 34.2645769642 CONCRETE 7/8/1987 25 70 UG 1987 Y12131542 2068658899541478342LS‐1 2240490E 5800L HPSV 35 CHRISTIAN BARRETT E/S 110' S/O CEDARPINE‐118.87367465134.2650969285 CONCRETE 7/8/1987 25 70 UG 1987 Y12131542 2068658897421478342LS‐1 2240491E 5800L HPSV 35 NE COR CHRISTIAN BARRETT & CEDARPINE‐118.873905584 34.2654279096 CONCRETE 7/8/1987 25 70 OH 1987 Y12131542 2068658897431478342LS‐1 2240492E 5800L HPSV 35 CEDARPINE N/S 140' W/O CHRISTIAN BARRETT‐118.874325698 34.2651224514 CONCRETE 7/8/1987 25 70 UG 1987 Y12191533 2068658901961478342LS‐1 2240749E 5800L HPSV 35 BUTTERCREEK W/S, 175' S/O L.A. AVE.‐118.906911942 34.2784389135 CONCRETE 2/26/1982 25 70 UG 1982 Y12171533 2068658894831478342LS‐1 2240750E 4000L HPSV 35 BUTTERCREEK W/S, 15' N/O POPPYGLEN‐118.906877975 34.2779212990 CONCRETE 2/26/1982 25 50 UG 1982 Y12171533 2068658950091478342LS‐1 2240751E 5800L HPSV 35 BUTTERCREEK W/S @ WILDFLOWER‐118.906851847 34.2771206688 CONCRETE 2/26/1982 25 70 UG 1982 Y12171533 2068658950101478342LS‐1 2240752E 5800L HPSV 35 BUTTERCREEK W/S, 30' N/O CORALBERRY‐118.906858242 34.2764352344 CONCRETE 2/26/1982 25 70 UG 1982 Y216
12171533 2068658950111478342LS‐1 2240753E 5800L HPSV 35 BUTTERCREEK W/S, 40' S/O WILDWOOD‐118.906833692 34.2756495101 CONCRETE 2/26/1982 25 70 UG 1982 Y12151539 2068658901641478342LS‐1 2240939E 5800L HPSV 35 MESA VERDE ST. N/S, 40' W/O PEACH HILL‐118.879090480 34.2715234521 CONCRETE 6/1/1982 25 70 UG 1982 Y12151539 2068658901651478342LS‐1 2240951E 5800L HPSV 35 MILLERTON E/S, 290' N/O MESA VERDE DR.‐118.879466993 34.2724480472 CONCRETE 6/1/1982 25 70 UG 1982 Y12151539 2068658901671478342LS‐1 2240953E 5800L HPSV 35 MILLERTON S/S, 205' E/O E. VISTAPARK‐118.880198385 34.2724541957 CONCRETE 4/11/1983 25 70 UG 1983 Y12151539 2068658901681478342LS‐1 2240954E 5800L HPSV 35 MESA VERDE N/S, 160' E/O E. VISTAPARK‐118.880198834 34.2717774883 CONCRETE 4/11/1983 25 70 UG 1983 Y12151539 2068658901691478342LS‐1 2240955E 5800L HPSV 35 MESA VERDE N/S, 40' W/O E. VISTAPARK‐118.880937218 34.2717658815 CONCRETE 4/11/1983 25 70 UG 1983 Y12151539 2068658901701478342LS‐1 2240956E 5800L HPSV 35 E. VISTAPARK E/S, 35' N/O E. MILLERTON‐118.88083609134.2726136809 CONCRETE 4/11/1983 25 70 UG 1983 Y12151539 2068658901711478342LS‐1 2240957E 5800L HPSV 35 E. VISTAPARK E/S, 200' N/O E. MILLERTON‐118.880868345 34.2730275716 CONCRETE 4/11/1983 25 70 UG 1983 Y12151539 2068658901091478342LS‐1 2241426E 5800L HPSV 35 E. VISTAPARK S/S, 40' E/O N. ASHTREE‐118.881727594 34.2729841849 CONCRETE 8/22/1983 25 70 UG 1983 Y12151539 2068658901101478342LS‐1 2241427E 5800L HPSV 35 N. ASHTREE E/S, 210' N/O E. MESA VERDE‐118.881719793 34.2724271803 CONCRETE 8/22/1983 25 70 UG 1983 Y12151539 2068658901111478342LS‐1 2241428E 5800L HPSV 35 MESA VERDE DR N/S, NW C/O ASHTREE ST‐118.881909429 34.2717582040 CONCRETE 4/11/1983 25 70 UG 1983 Y12191536 2068658909501478342LS‐1 2241437E 9500L HPSV 35 GOLDMAN AVE. E/S, 145' N/O L.A. AVE.‐118.89311318034.2794144811 CONCRETE 1/10/1983 25 100 UG 1983 Y12191536 2068658909511478342LS‐1 2241438E 9500L HPSV 35 GOLDMAN AVE. E/S, 455' N/O L.A. AVE.‐118.893133800 34.2802648844 CONCRETE 1/10/1983 25 100 UG 1983 Y12231548 2068673428681478342LS‐1 2241527E 9500L HPSV 35 N/S CONDOR DR, E/O E LOS ANGELES AVE‐118.855066866 34.2915393823 CONCRETE 1/1/1920 31 100 UG 1957 Y12231548 2068673428671478342LS‐1 2241528E 9500L HPSV 35 MORNING DOVE RD. N/S, 390' E/O L.A. AVE.‐118.856188055 34.2916821112 CONCRETE 5/11/1983 25 100 UG 1983 Y12211548 2068679949781478342LS‐1 2241529E 9500L HPSV 35 VIRGINIA COLONY PL S/S, 130' E/O PRINCETON AVE.‐118.858115727 34.2881824494 CONCRETE 5/11/1983 25 100 UG 1983 Y12211548 2068673428701478342LS‐1 2241530E 9500L HPSV 35 MORNING DOVE RD. S/S, 610' E/O L.A. AVE.‐118.856146933 34.2886860755 CONCRETE 5/11/1983 25 100 UG 1983 Y12211548 2068673428711478342LS‐1 2241531E 9500L HPSV 35 MORNING DOVE RD. E/S, 510' E/O L.A. AVE.‐118.85645574834.2884892546 CONCRETE 5/11/1983 25 100 UG 1983 Y12151539 2068658901121478342LS‐1 2241650E 5800L HPSV 35 E. VISTAPARK S/S, 35' E/O N. CANYONLANDS‐118.882620684 34.2729481519 CONCRETE 8/22/1983 25 70 UG 1983 Y12211548 2068658914171478342LS‐1 2274202E 16000L HPSV 35 PRINCETON AVE. E/S, 250' N/O AVENIDA COLONIA‐118.858195049 34.2884311053 WOOD 9/20/1982 75 150 OH 1982 N12231548 2068658914241478342LS‐1 2274209E 22000L HPSV 35 LOS ANGELES AVE E/S, 1359' N/O AVENIDA COLONIA‐118.857418528 34.2918929837 CONCRETE 9/20/1982 75 200 UG 1982 Y12151539 2068664149411478342LS‐1 2279501E 4000L HPSV 35 N. CANYONLANDS E/S, 135' N/O MESA VERDE DR.‐118.882631606 34.2723913943 CONCRETE 8/22/1983 25 50 UG 1983 Y12151539 2068658901131478342LS‐1 2279502E 5800L HPSV 35 EAST MESA VERDE DR. N/S, 40' W/O CANYONLANDS RD.‐118.88280888534.2717397634 CONCRETE 8/22/1983 25 70 UG 1983 Y12151539 2068658901141478342LS‐1 2279503E 5800L HPSV 35 E/S ISLE ROYALE, 135' N/O MESA VERDE DR‐118.883616688 34.2723445878 CONCRETE 1/1/1920 31 70 UG 1957 Y12151539 2068658901151478342LS‐1 2279504E 5800L HPSV 35 VISTAPARK DR S/S, SE C/O ISLEROYALE DR‐118.883558178 34.2729865758 CONCRETE 9/13/1983 30 70 UG 1983 Y12251551 2068658905371478342LS‐1 2279737E 5800L HPSV 35 NE COR/O PECAN & CAMPUS PK.‐118.844728270 34.2967678385 CONCRETE 5/10/1984 25 70 UG 1984 Y12251551 2068658905381478342LS‐1 2279738E 5800L HPSV 35 BAMBI N/S, 120' W/O BENWOOD‐118.844320720 34.2972806487 CONCRETE 10/1/1984 25 70 UG 1984 Y12251551 2068658905391478342LS‐1 2279739E 5800L HPSV 35 BAMBI N/S, 90' E/O BENWOOD‐118.843613723 34.2972463711 CONCRETE 10/1/1984 25 70 UG 1984 Y12251551 2068658905401478342LS‐1 2279740E 5800L HPSV 35 BAMBI N/S, 270' E/O BENWOOD‐118.843015070 34.2972306703 CONCRETE 10/1/1984 25 70 UG 1984 Y12251551 2068658905411478342LS‐1 2279741E 5800L HPSV 35 BAMBI N/S, 460' E/O BENWOOD‐118.84238915934.2972329412 CONCRETE 10/1/1984 25 70 UG 1984 Y12251551 2068658527791478342LS‐1 2279743E 22000L HPSV 33 COLLINS E/S, 130' N/O CAMPUS PARK‐118.841864040 34.2970366290 CONCRETE 5/10/1984 25 200 UG 1984 Y12251551 2068658905671478342LS‐1 2279744E 5800L HPSV 35 COLLINS DR. E/S, 205' S/O BENWOOD‐118.841822616 34.2977874813 CONCRETE 10/1/1984 25 70 UG 1984 Y12251551 2068658905421478342LS‐1 2279745E 5800L HPSV 35 BENWOOD E/S, 140' N/O BAMBI‐118.843787221 34.2976091676 CONCRETE 10/1/1984 25 70 UG 1984 Y12251551 2068658905431478342LS‐1 2279746E 5800L HPSV 35 BENWOOD S/S, 455' W/O COLLINS‐118.843555745 34.2980879722 CONCRETE 10/1/1984 25 70 UG 1984 Y12251551 2068658905681478342LS‐1 2279747E 5800L HPSV 35 BENWOOD S/S, 95' W/O COLLINS‐118.842356496 34.2981421518 CONCRETE 10/1/1984 25 70 UG 1984 Y12251551 2068658905691478342LS‐1 2279748E 5800L HPSV 35 COLLINS DRIVE E/S 100'S/O BENWOOD‐118.841866445 34.2980583261 CONCRETE 1/1/1920 25 70 UG 1957 Y12251551 2068658905701478342LS‐1 2279749E 5800L HPSV 35 COLLINS W/S, 210' N/O BENWOOD‐118.842451753 34.2990821874 CONCRETE 10/1/1984 25 70 UG 1984 Y122515512068658910571478342LS‐1 2279750E 9500L HPSV 35 CAMPUS PARK N/S, 60' W/O PECAN‐118.844940420 34.2967771775 CONCRETE 5/10/1984 25 100 UG 1984 Y12211548 2068673428691478342LS‐1 2279783E 5800L HPSV 35 MORNING DOVE RD. E/S, 1340' E/O L. A. AVE.‐118.854907635 34.2900799788 CONCRETE 9/15/1983 25 70 UG 1983 Y12251545 2068658903891478342LS‐1 2279800E 5800L HPSV 35 WESTWOOD ST W/S 320' S/O C/L LOYOLA ST‐118.861718346 34.2970367584 CONCRETE 3/8/1984 25 70 UG 1984 Y12251551 2068658905441478342LS‐1 2279802E 5800L HPSV 35 PECAN E/S, 220' N/O BAMBI‐118.844698432 34.2978351109 CONCRETE 10/1/1984 25 70 UG 1984 Y12251551 2068658905451478342LS‐1 2279803E 5800L HPSV 35 PECAN E/S, 405' N/O BAMBI‐118.844676036 34.2983393981 CONCRETE 10/1/1984 25 70 UG 1984 Y12251551 2068658905461478342LS‐1 2279804E 5800L HPSV 35 PECAN E/S, 605' N/O BAMBI‐118.844739912 34.2988746380 CONCRETE 10/1/1984 25 70 UG 1984 Y12171533 2068658912531478342LS‐1 2279852E 16000L HPSV 35 TIERRA REJADA E/S, 220' S/O COURTNEY LN‐118.90083985834.2768106103 CONCRETE 11/8/1984 25 150 UG 1984 Y12171533 2068658912541478342LS‐1 2279853E 16000L HPSV 35 TIERRA REJADA E/S, 40' N/O HARVESTER ST.‐118.900853271 34.2758353220 CONCRETE 11/1/1984 25 150 UG 1984 Y12171533 2068658900881478342LS‐1 2279854E 5800L HPSV 35 PENROSE AVE. W/S, 100' N/O HARVESTER ST.‐118.900487352 34.2758742308 CONCRETE 11/1/1984 25 70 UG 1984 Y12171533 2068658900891478342LS‐1 2279855E 5800L HPSV 35 PENROSE AVE. W/S, 300' N/O HARVESTER ST.‐118.900476935 34.2765437567 CONCRETE 11/1/1984 25 70 UG 1984 Y12171533 2068658900901478342LS‐1 2279856E 5800L HPSV 35 PENROSE AVE. W/S, 100' S/O COURTNEY LN.‐118.900487355 34.2771151958 CONCRETE 11/1/1984 25 70 UG 1984 Y12171533 2068658900911478342LS‐1 2279857E 5800L HPSV 35 HARVESTER ST. S/S, 160' E/O TIERRA REJADA‐118.900403880 34.2757397060 CONCRETE 11/1/1984 25 70 UG 1984 Y12171533 2068658900921478342LS‐1 2279858E 5800L HPSV 35 HARVESTER ST. S/S, X‐ST FROM JUSTIN CT.‐118.89953515834.2757592495 CONCRETE 11/1/1984 25 70 UG 1984 Y12171533 2068658900931478342LS‐1 2279859E 5800L HPSV 35 JUSTIN CT. W/S, 60' N/O HARVESTER ST.‐118.899629078 34.2758602809 CONCRETE 11/1/1984 25 70 UG 1984 Y12171533 2068658900941478342LS‐1 2279860E 5800L HPSV 35 JUSTIN CT. W/S, 260' N/O HARVESTER ST.‐118.899644256 34.2764792609 CONCRETE 11/1/1984 25 70 UG 1984 Y12171533 2068658900951478342LS‐1 2279861E 5800L HPSV 35 HARVESTER ST. S/S, 100' W/O ELDERBERRY AVE.‐118.898861544 34.2757822936 CONCRETE 11/1/1984 25 70 UG 1984 Y12171533 2068658900961478342LS‐1 2279862E 5800L HPSV 35 ELDERBERRY AVE. E/S, 100' N/O HARVESTER ST.‐118.898601849 34.2760534990 CONCRETE 11/1/1984 25 70 UG 1984 Y12171533 2068658900971478342LS‐1 2279863E 5800L HPSV 35 ELDERBERRY AVE. E/S, 300' N/O HARVESTER ST.‐118.898564053 34.2765385033 CONCRETE 11/1/1984 25 70 UG 1984 Y12171533 2068658900981478342LS‐1 2279864E 5800L HPSV 35 ELDERBERRY AVE. E/S, 100' S/O COURTNEY LN.‐118.89857383634.2770167869 CONCRETE 11/1/1984 25 70 UG 1984 Y12251551 2068658905471478342LS‐1 2279865E 5800L HPSV 35 BENWOOD W/S, 600' E/O COLLINS‐118.843902218 34.2979939820 CONCRETE 10/1/1984 25 70 UG 1984 Y12191533 2068658913351478342LS‐1 2279870E 22000L HPSV 35 S/W COR/O LOS ANGELES AVE & BELTRAMO RANCH RD‐118.898254694 34.2789392291 CONCRETE 1/1/1920 25 200 UG 1957 Y12171533 2068663830241478342LS‐1 2279871E 22000L HPSV 35 N/S COURTNEY RD, NW C/O PENROSE AV‐118.900516473 34.2773032830 CONCRETE 1/1/1920 31 200 UG 1957 Y12171533 2068658894841478342LS‐1 2279872E 4000L HPSV 35 PENROSE AVE W/S 400' S/O NIGHTINGALE ST‐118.900518428 34.2775070276 CONCRETE 1/1/1920 25 50 UG 1957 Y12191533 2068658894851478342LS‐1 2279873E 4000L HPSV 35 PENROSE AVE W/S 100' S/O NIGHTINGALE ST‐118.900478484 34.2783269352 CONCRETE 1/1/1920 25 50 UG 1957 Y12191533 2068658894861478342LS‐12279874E 4000L HPSV 35 NIGHTINGALE ST N/S @ PENROSE AVE‐118.900295675 34.2785373511 CONCRETE 1/1/1920 25 50 UG 1957 Y12191533 2068658894871478342LS‐1 2279875E 5800L HPSV 35 NIGHTINGALE ST N/S 200' E/O PENROSE AVE‐118.899753961 34.2786486260 CONCRETE 1/1/1920 25 70 UG 1957 Y12191533 2068663823151478342LS‐1 2279876E 4000L HPSV 35 NIGHTINGALE ST N/S, 120' W/O ELDERBERRY AV‐118.898990282 34.2786130940 CONCRETE 1/1/2009 25 50 UG 2009 Y12191533 2068658894881478342LS‐1 2279877E 5800L HPSV 35 ELDERBERRY AVE E/S @ NIGHTINGALE ST‐118.898608263 34.2784759682 CONCRETE 1/1/1920 25 70 UG 1957 Y12171533 2068658894891478342LS‐1 2279878E 4000L HPSV 35 ELDERBERRY AVE E/S 250' S/O NIGHTINGALE ST‐118.898542187 34.2777877454 CONCRETE 1/1/1920 25 50 UG 1957 Y12171533 2068658900991478342LS‐1 2279879E 5800L HPSV 35 ELDERBERRY AVE. E/S, 40' N/O COURTNEY LN.‐118.898564667 34.2773438428 CONCRETE 5/9/1984 25 70 UG 1984 Y12171533 2068658901001478342LS‐1 2279880E 5800L HPSV 35 COURTNEY LN. N/S, 120' E/O ELDERBERRY AVE.‐118.89902044934.2773827047 CONCRETE 5/9/1984 25 70 UG 1984 Y12171533 2068658901011478342LS‐1 2279881E 5800L HPSV 35 N/S COURTNEY RD, NW C/O HEATHER CT‐118.899669106 34.2773291351 CONCRETE 1/1/1920 31 70 UG 1957 Y12171533 2068658902071478342LS‐1 2279882E 5800L HPSV 35 HEATHER CT. W/S, 200' N/O COURTNEY LN.‐118.899635779 34.2777513549 CONCRETE 5/9/1984 25 70 UG 1984 Y12171533 2068658900851478342LS‐1 2279932E 5800L HPSV 35 CORRALBERRY CT. S/S, 160' E/O BUTTERCREEK RD.‐118.906252692 34.2763423460 CONCRETE 10/5/1983 25 70 UG 1983 Y12171533 2068658900861478342LS‐1 2279933E 5800L HPSV 35 CORRALBERRY CT. S/S, 360' E/O BUTTERCREEK RD.‐118.905583267 34.2763696432 CONCRETE 10/5/1983 25 70 UG 1983 Y12171533 2068658949831478342LS‐1 2279934E 4000L HPSV 35 CORRALBERRY CT.S/S, 560' E/O BUTTERCREEK‐118.904879250 34.2763687175 CONCRETE 10/5/1983 25 50 UG 1983 Y12171533 2068658949841478342LS‐1 2279935E 4000L HPSV 35 WILLOWOOD CT. S/S, 160' E/O BUTTERCREEK RD.‐118.90626267734.2756535963 CONCRETE 10/5/1983 25 50 UG 1983 Y12171533 2068658949851478342LS‐1 2279936E 4000L HPSV 35 WILLOWOOD CT.S/S, 360' E/O BUTTERCREEK‐118.905585742 34.2756755889 CONCRETE 10/5/1983 25 50 UG 1983 Y12171533 2068658949861478342LS‐1 2279937E 4000L HPSV 35 WILOWOOD CT. S/S, 560' E/O BUTTERCREEK RD.‐118.904942336 34.2756783892 CONCRETE 10/5/1983 25 50 UG 1983 Y12191533 2068658913281478342LS‐1 2279985E 22000L HPSV 35 N/S LOS ANGELES AVE,290'W/O GABBERT RD(MPK SUB)‐118.902009271 34.2789856744 WOOD 11/9/1984 50 200 OH 1984 N12171533 2068658902021478342LS‐1 2280183E 5800L HPSV 35 WILDFLOWER N/S, 50' E/O BUTTERCREEK RD‐118.906534522 34.2771603178 CONCRETE 10/20/1983 25 70 UG 1983 Y12171533 2068658901971478342LS‐1 2280184E 5800L HPSV 35 WILDFLOWER N/S, 100' E/O BUTTERCREEK RD‐118.905813900 34.2771435894 CONCRETE 10/20/1983 25 70 UG 1983 Y12171533 2068658901981478342LS‐1 2280185E 5800L HPSV 35 WILDFLOWER N/S, 150' E/O BUTTERCREEK RD‐118.905063070 34.2771329772 CONCRETE 10/20/1983 25 70 UG 1983 Y121515392068658900191478342LS‐1 2280228E 5800L HPSV 35 ASPEN TREE CT. E/S, 155' N/O KNOTTY PINE‐118.879983821 34.2710145788 CONCRETE 7/1/1984 25 70 UG 1984 Y217
12151539 2068658900201478342LS‐1 2280229E 5800L HPSV 35 KNOTTY PINE N/S, 45' W/O ASPEN TREE‐118.880176604 34.2706414975 CONCRETE 7/1/1984 25 70 UG 1984 Y12151539 2068658900211478342LS‐1 2280230E 5800L HPSV 35 PINE RIDGE W/S, 155' N/O KNOTTY PINE‐118.881153812 34.2710229063 CONCRETE 11/30/1984 30 70 UG 1984 Y12151539 2068658900221478342LS‐1 2280231E 5800L HPSV 35 KNOTTY PINE ST N/S, NW C/O PINE RIDGE CT‐118.881109907 34.2706493593 CONCRETE 7/1/1984 25 70 UG 1984 Y12151539 2068658899011478342LS‐1 2280232E 5800L HPSV 35 ASHTREE E/S, 160' N/O KNOTTY PINE‐118.881723201 34.2712093843 CONCRETE 10/10/1984 25 70 UG 1984 Y12151539 2068658899021478342LS‐1 2280233E 5800L HPSV 35 KNOTTY PINE ST N/S, NW C/O ASHTREE ST‐118.882000949 34.2706586887 CONCRETE 10/10/1984 25 70 UG 1984 Y12151539 2068658899031478342LS‐1 2280234E 5800L HPSV 35 CEDAR BRANCH E/S, 150' N/O KNOTTY PINE‐118.88261467134.2711026266 CONCRETE 10/10/1984 25 70 UG 1984 Y12151539 2068658899041478342LS‐1 2280235E 5800L HPSV 35 KNOTTY PINE ST N/S, NW C/O CEDAR BRANCH CT‐118.882778929 34.2706652486 CONCRETE 10/10/1984 25 70 UG 1984 Y12151539 2068658899051478342LS‐1 2280236E 5800L HPSV 35 SUGAR MAPLE W/S, 160' N/O KNOTTY PINE‐118.883723656 34.2711296498 CONCRETE 10/10/1984 25 70 UG 1984 Y12151539 2068658899061478342LS‐1 2280237E 5800L HPSV 35 KNOTTY PINE S/S AT SUGAR MAPLE‐118.883555790 34.2706567836 CONCRETE 10/10/1984 25 70 UG 1984 Y12151539 2068658900231478342LS‐1 2280238E 5800L HPSV 35 PEACH HILL W/S, 100' N/O KNOTTY PINE‐118.879137864 34.2710212341 CONCRETE 11/30/1984 30 70 UG 1984 Y12151539 2068658900241478342LS‐1 2280239E 5800L HPSV 35 S/W COR/OF PEACH HILL AND KNOTTY PINE‐118.879112442 34.2705275764 CONCRETE 11/30/1984 30 70 UG 1984 Y12191539 2068658912551478342LS‐1 2295656E 16000L HPSV 35 L.A. AVE. N/S, 900' W/O MOORPARK AVE.‐118.88540376334.2790578289 CONCRETE 8/14/1984 75 150 UG 1984 Y12191539 2068658909751478342LS‐1 2295658E 9500L HPSV 35 L.A. AVE. N/S, 530' W/O MOORPARK AVE.‐118.883985908 34.2790622183 CONCRETE 8/14/1984 75 100 UG 1984 Y12151539 2068658900251478342LS‐1 2320502E 5800L HPSV 35 KNOTTY PINE ST N/S, 165' W/O PEACH HILL RD‐118.879595729 34.2706635715 CONCRETE 11/19/1984 25 70 UG 1984 Y12151539 2068658899071478342LS‐1 2320527E 5800L HPSV 35 CEDARMEADOW CT E/E, 100' N/O DEERMEADOW ST‐118.886134632 34.2693744370 CONCRETE 7/3/1985 25 70 UG 1985 Y12131539 2068658906511478342LS‐1 2320533E 5800L HPSV 35 SUMMER ST N/S, 400' W/O CLIFFROSE AV‐118.886604198 34.2656495924 CONCRETE 7/10/1985 25 70 UG 1985 Y12131539 2068658896341478342LS‐1 2320534E 5800L HPSV 35 SUMMER ST N/S, 270' W/O CLIFFROSE AV‐118.886059450 34.2656814559 CONCRETE 7/10/1985 25 70 UG 1985 Y12131539 2068658896351478342LS‐1 2320535E 5800L HPSV 35 SUMMER ST N/S, 70' W/O CLIFFROSE AV‐118.88537657234.2656653271 CONCRETE 7/10/1985 25 70 UG 1985 Y12131539 2068658896361478342LS‐1 2320536E 5800L HPSV 35 CLIFFROSE E/S 70' S/O SUMMER‐118.885042826 34.2655327213 CONCRETE 7/10/1985 25 70 UG 1985 Y12131539 2068658896371478342LS‐1 2320537E 5800L HPSV 35 CLIFFROSE E/S 50' N/O CRYSTAL‐118.884998100 34.2649665034 CONCRETE 7/10/1985 25 70 UG 1985 Y12131539 2068658896381478342LS‐1 2320538E 5800L HPSV 35 CLIFFROSE E/S 180' S/O CRYSTAL‐118.884997395 34.2645765742 CONCRETE 10/2/1985 25 70 UG 1985 Y12131539 2068658896391478342LS‐1 2320539E 5800L HPSV 35 CLIFFROSE E/S 400' S/O CRYSTAL‐118.885034539 34.2639356159 CONCRETE 10/2/1985 25 70 UG 1985 Y12131539 2068658896401478342LS‐1 2320540E 5800L HPSV 35 WINTER AVE S/S 80' W/O CLIFFSIDE‐118.885408916 34.2636748141 CONCRETE 10/2/1985 25 70 UG 1985 Y12131539 2068658896411478342LS‐1 2320541E 5800L HPSV 35 WINTER AV S/S, 220' W/O CLIFFROSE AV‐118.885966556 34.2637359864 CONCRETE 10/2/1985 25 70 UG 1985 Y12131539 2068658896421478342LS‐1 2320542E 5800L HPSV 35 WINTER AVE S/S‐118.88642959034.2639281865 CONCRETE 10/2/1985 25 70 UG 1985 Y12131539 2068658896431478342LS‐1 2320543E 5800L HPSV 35 SW CORNER OF CRYSTAL RANCH RD AND CLIFFROSE‐118.885152167 34.2648634257 CONCRETE 7/10/1985 25 70 UG 1985 Y12131539 2068658896441478342LS‐1 2320544E 5800L HPSV 35 CRYSTAL RANCH S/S 210' S/O CLIFFROSE‐118.885734997 34.2648200213 CONCRETE 7/10/1985 25 70 UG 1985 Y12131539 2068658896451478342LS‐1 2320545E 5800L HPSV 35 CRYSTAL RANCH RD S/S‐118.886514291 34.2648064781 CONCRETE 7/10/1985 25 70 UG 1985 Y12131539 2068658896461478342LS‐1 2320546E 5800L HPSV 35 WALNUT CREEK E/S 50' N/O CRYSTAL RANCH RD‐118.886678530 34.2649184578 CONCRETE 7/10/1985 25 70 UG 1985 Y12131539 2068658896471478342LS‐1 2320547E 5800L HPSV 35 WALNUT CREEK E/S 150' S/O CRYSTAL RANCH RD‐118.886577036 34.2644354371 CONCRETE 7/10/1985 25 70 UG 1985 Y12151536 2068658894171478342LS‐1 2322561E 4000L HPSV 35 AMBERMEADOW SS 220' WO MISTYMEADOW‐118.887949102 34.2681128149 CONCRETE 10/3/1985 25 50 UG 1985 Y12151539 2068658894191478342LS‐12322562E 4000L HPSV 35 AMBERMEADOW SS 50' WO MISTYMEADOW‐118.887212417 34.2682191776 CONCRETE 10/3/1985 25 50 UG 1985 Y12151539 2068658894201478342LS‐1 2322563E 4000L HPSV 35 AMBERMEADOW SS 150' EO MISTYMEADOW‐118.886713894 34.2682841089 CONCRETE 10/3/1985 25 50 UG 1985 Y12151539 2068658894211478342LS‐1 2322564E 4000L HPSV 35 AMBERMEADOW ES 350' SO DEERMEADOW‐118.886276425 34.2683817290 CONCRETE 10/3/1985 25 50 UG 1985 Y12151539 2068663822751478342LS‐1 2322565E 5800L HPSV 35 AMBERMEADOW ST ES 80' SO DEERMEADOW‐118.886200643 34.2689210832 CONCRETE 10/3/1985 25 70 UG 1985 Y12151539 2068658894231478342LS‐1 2322566E 4000L HPSV 35 MISTYMEADOW ES 150' NO AMBERMEADOW‐118.887219982 34.2684610251 CONCRETE 10/3/1985 25 50 UG 1985 Y12151536 2068658898431478342LS‐1 2322571E 5800L HPSV 35 HONEYGLEN COURT E/S 140' N/O MOUNTAIN TRAIL‐118.893796337 34.2713037672 CONCRETE 10/2/1985 25 70 UG 1985 Y12151536 2068658901021478342LS‐1 2322572E 5800L HPSV 35 HONEYGLEN E/S, 300' N/O MOUNTAIN TRAIL ST‐118.893841290 34.2717926823 CONCRETE 10/2/1985 25 70 UG 1985 Y12151536 2068658908801478342LS‐12322573E 9500L HPSV 35 MOUNTAIN TRAIL N/S 50' W/O HONEYGLEN CT‐118.894044639 34.2709653242 CONCRETE 10/3/1985 25 100 UG 1985 Y12151536 2068658895501478342LS‐1 2322574E 5800L HPSV 35 SUMMERGLEN CT E/S 310' N/O MOUNTAIN TRAIL‐118.894732470 34.2716359492 CONCRETE 10/3/1985 25 70 UG 1985 Y12151536 2068658898441478342LS‐1 2322575E 5800L HPSV 35 SUMMERGLEN CT E/S 145' N/O MOUNTAIN TRAIL‐118.894647065 34.2711848863 CONCRETE 10/3/1985 25 70 UG 1985 Y12151536 2068658909121478342LS‐1 2322576E 9500L HPSV 35 NW COR/O SUMMERGLEN & MOUNTAIN TRAIL‐118.894869308 34.2708067015 CONCRETE 10/3/1985 25 100 UG 1985 Y12151536 2068658908791478342LS‐1 2322577E 5800L HPSV 35 NE END OF SUMMERGLEN CT‐118.894982899 34.2720055034 CONCRETE 10/3/1985 25 70 UG 1985 Y12151536 2068677568981478342LS‐1 2322578E 5800L HPSV 35 HONEYGLEN CT E/S, 450' N/O MTN TRAIL ST‐118.894071048 34.2721824233 CONCRETE 10/2/1985 25 70 UG 1985 Y12191539 2068658902651478342LS‐1 245258E 5800L HPSV 35 3RD ST N/S @ FLORY, 150'E/O ALLEY,E/O MOORPARK RD‐118.88085616134.2821052870 WOOD 8/6/1952 40 70 OH 1957 N12211539 2068658903641478342LS‐1 296093E 5800L HPSV 35 CASEY RD N/ 315' W/O WANUT CANYON RD‐118.884776665 34.2888876861 WOOD 5/10/1956 45 70 OH 1957 N12211539 2068658903651478342LS‐1 296094E 5800L HPSV 35 CASEY RD N/S 480' W/O WALNUT CANYON RD‐118.885284600 34.2888925769 WOOD 4/30/1956 45 70 OH 1957 N12211539 2068658903661478342LS‐1 296095E 5800L HPSV 35 CASEY RD N/S 611' W/O WALNUT CANYON RD‐118.885745162 34.2889509414 WOOD 11/1/1949 45 70 OH 1957 N12211539 2068658902901478342LS‐1 296338E 5800L HPSV 35 MOORPARK RD W/S 154' S/O CHARLES ST‐118.882320496 34.2860440915 WOOD 11/7/2011 50 70 OH 2011 N12151539 2068658899081478342LS‐1 3002059E 5800L HPSV 35 DEERMEADOW ST N/S 205' W/O CEDARMEADOWCT‐118.88683882034.2692626212 CONCRETE 7/3/1985 25 70 UG 1985 Y12151539 2068658894111478342LS‐1 3002060E 4000L HPSV 35 DEERMEADOW ST N/S, NW C/O CEDARMEADOW CT‐118.886391813 34.2691089652 CONCRETE 7/3/1985 25 50 UG 1985 Y12151539 2068658894241478342LS‐1 3002347E 4000L HPSV 35 GCOUNTRY MEADOW E/S, 100' S/O TERRACE MEADOW‐118.885648930 34.2706479700 CONCRETE 10/4/1984 25 50 UG 1984 Y12151536 2068658898771478342LS‐1 3002349E 5800L HPSV 35 STONEYGLEN CT E/S, 130' N/O WALNUT CREEK RD‐118.890173328 34.2714874909 CONCRETE 10/4/1984 25 70 UG 1984 Y12151536 2068664161681478342LS‐1 3002350E 5800L HPSV 35 CEDARGLEN CT W/S, 260' N/O WALNUT CREEK RD‐118.891396673 34.2716116739 CONCRETE 1/1/1920 50 70 UG 1957 Y12131539 2068658900261478342LS‐1 3002393E 5800L HPSV 35 CHRISTIAN BARRETT N/S, 140' E/O VINE WOOD‐118.877599421 34.2665619506 CONCRETE 11/8/1984 25 70 UG 1984 Y12131542 2068658900271478342LS‐1 3002394E 4000L HPSV 35 CHRISTIAN BARRETT DR. N/S, 350' E/O VINEWOOD‐118.87682597134.2667070489 CONCRETE 11/8/1984 25 50 UG 1984 Y12131542 2068658900281478342LS‐1 3002395E 5800L HPSV 35 CHRISTIAN BARRETT N/S, @ TRAILCREST EXTD.‐118.875882065 34.2666691034 CONCRETE 11/8/1984 25 70 UG 1984 Y12131542 2068658894761478342LS‐1 3002396E 4000L HPSV 35 CHRISTIAN BARRETT DR. N/S, 175' E/O TRAILCREST‐118.875305509 34.2666138805 CONCRETE 11/8/1984 25 50 UG 1984 Y12131539 2068658899091478342LS‐1 3002473E 5800L HPSV 35 WILLIAMS RNCH RD N/S, 60' W/O PEACH SLOPE RD‐118.885216452 34.2662122207 CONCRETE 11/5/1984 25 70 UG 1984 Y12131539 2068658899101478342LS‐1 3002474E 5800L HPSV 35 PEACH SLOPE E/S, 100' N/O WILLIAMS RNCH RD‐118.885044191 34.2663804715 CONCRETE 11/5/1984 25 70 UG 1984 Y12131539 2068658899111478342LS‐1 3002475E 5800L HPSV 35 PEACH SLOPE E/S, 295' N/O PEACH HILL‐118.885061786 34.2669713308 CONCRETE 11/5/1984 25 70 UG 1984 Y12131539 2068658901841478342LS‐13002476E 5800L HPSV 35 PEACH SLOPE DR E/S, 525' N/O WILLIAMS RNCH RD‐118.885089185 34.2676031971 CONCRETE 11/5/1984 25 70 UG 1984 Y12131539 2068658899121478342LS‐1 3002477E 5800L HPSV 35 NW C/O LAUREL GLEN DR & WILLIAMS RNCH RD‐118.886147858 34.2662004807 CONCRETE 11/5/1984 25 70 UG 1984 Y12131539 2068658899141478342LS‐1 3002478E 5800L HPSV 35 NE C/O LAUREL GLEN DR & WILLIAMS RNCH RD‐118.885985128 34.2662316581 CONCRETE 11/5/1984 25 70 UG 1984 Y12131539 2068658899161478342LS‐1 3002479E 5800L HPSV 35 LAUREL GLEN E/S, 180' N/O WILLIAMS RNCH RD‐118.885984784 34.2668794491 CONCRETE 11/5/1984 25 70 UG 1984 Y12131539 2068658899171478342LS‐1 3002480E 5800L HPSV 35 LAUREL GLEN DR E/S, 25' S/O HILLSIDE DR‐118.886007454 34.2675555466 CONCRETE 11/5/1984 25 70 UG 1984 Y12131539 2068658899181478342LS‐13002481E 5800L HPSV 35 HILLSIDE DR N/S, 65' W/O LAUREL GLEN DR‐118.886256939 34.2676103859 CONCRETE 11/5/1984 25 70 UG 1984 Y12131539 2068658899191478342LS‐1 3002482E 5800L HPSV 35 HILLSIDE DR. N/S, 480' E/O WALNUT CREEK‐118.886956260 34.2675660579 CONCRETE 11/5/1984 25 70 UG 1984 Y12131536 2068658899201478342LS‐1 3002483E 5800L HPSV 35 HILLSIDE DR N/S, 315' E/O WALNUT CREEK‐118.887511244 34.2674872487 CONCRETE 11/5/1984 25 70 UG 1984 Y12131536 2068658899211478342LS‐1 3002484E 5800L HPSV 35 HILLSIDE DR. N/S, 115' E/O WALNUT CREEK‐118.888078482 34.2672635447 CONCRETE 11/5/1984 25 70 UG 1984 Y12131536 2068658899221478342LS‐1 3002485E 5800L HPSV 35 WALNUT CREEK W/S, 50' S/O ALDERGLEN ST‐118.888382992 34.2670088692 CONCRETE 1/7/1985 25 70 UG 1985 Y12131536 2068658894151478342LS‐1 3002486E 5800L HPSV 35 WALNUT CREEK E/S, 50' N/O SPRING CREEK‐118.88785697534.2666151343 CONCRETE 1/7/1985 25 70 UG 1985 Y12131536 2068658899231478342LS‐1 3002488E 5800L HPSV 35 SPRING CREEK CT N/S, 70' E/O WALNUT CREEK RD‐118.887653101 34.2666907116 CONCRETE 2/20/1985 25 70 UG 1985 Y12131539 2068658899241478342LS‐1 3002489E 5800L HPSV 35 SPRING CREEK N/S 100' E/O WALNUT CREEK‐118.887067980 34.2668966037 CONCRETE 2/20/1985 25 70 UG 1985 Y12131539 2068658899251478342LS‐1 3002490E 5800L HPSV 35 WILLIAMS RNCH RD N/S, 230' W/O LAUREL GLEN RD‐118.886809885 34.2662323277 CONCRETE 1/7/1985 24 70 UG 1985 Y12151539 2068658894101478342LS‐1 3002501E 4000L HPSV 35 DEERMEADOW ST N/S 157' E/O CEDARMEADOW CT‐118.885776950 34.2690185488 CONCRETE 7/3/1985 25 50 UG 1985 Y12151539 2068658894091478342LS‐1 3002502E 4000L HPSV 35 COUNTRYMEADOW ST W/S, SW C/O DEERMEADOW ST‐118.885271211 34.2688769046 CONCRETE 7/3/1985 25 50 UG 1985 Y12151539 2068658894081478342LS‐1 3002503E 4000L HPSV 35 COUNTRYMEADOW ST E/S, 215' S/O DEERMEADOW ST‐118.88513493934.2685373917 CONCRETE 7/3/1985 25 50 UG 1985 Y12191539 2068658902241478342LS‐1 3002508E 5800L HPSV 35 PARK LANE RD. E/S, 125' N/O L.A. AVE.‐118.885516930 34.2793646863 CONCRETE 1/7/1985 25 70 UG 1985 Y12191539 2068680580801478342LS‐1 3002509E 5800L HPSV 35 PARK LANE RD. E/S, 325' N/O L.A. AVE.‐118.885522917 34.2799015776 CONCRETE 1/7/1985 25 70 UG 1985 Y12191539 2068658902261478342LS‐1 3002510E 5800L HPSV 35 PARK LANE RD. E/S, 525' N/O L.A. AVE.‐118.885534989 34.2804695185 CONCRETE 1/7/1985 25 70 UG 1985 Y218
12151536 2068658901031478342LS‐1 3002511E 5800L HPSV 35 SKYGLEN E/S 350' N/O MOUNTAIN TRAIL‐118.892139909 34.2717111404 CONCRETE 5/15/1985 25 70 UG 1985 Y12211542 2068658903311478342LS‐1 3002512E 5800L HPSV 35 N/W C/O LUCILLE CT AND CHARLES ST‐118.871986856 34.2869168899 CONCRETE 1/1/1985 25 70 UG 1985 Y12191545 2068658909841478342LS‐1 3002580E 9500L HPSV 35 SCIENCE DR. N/S, 1800' N/O L.A. AVE.‐118.867732573 34.2835809490 CONCRETE 1/7/1985 25 100 UG 1985 Y12191542 2068658909851478342LS‐1 3002581E 9500L HPSV 35 SCIENCE DR. N/S,1300' N/O L.A. AVE.‐118.868470091 34.2833274168 CONCRETE 1/7/1985 25 100 UG 1985 Y12191542 2068658909861478342LS‐1 3002582E 9500L HPSV 35 SCIENCE DR. N/S, 1300' N/O L.A. AVE.‐118.869061245 34.2828376093 CONCRETE 1/7/1985 25 100 UG 1985 Y12191542 2068658909871478342LS‐1 3002583E 9500L HPSV 35 SCIENCE DR. N/S, 1060' N/O LA.A AVE.‐118.869323758 34.2822173598 CONCRETE 1/7/1985 25 100 UG 1985 Y12191542 2068658909881478342LS‐1 3002584E 9500L HPSV 35 SCIENCE DR. N/S, 820' N/O L.A. AVE.‐118.86951763334.2816539431 CONCRETE 1/7/1985 25 100 UG 1985 Y12191542 2068658909891478342LS‐1 3002585E 9500L HPSV 35 SCIENCE DR. N/S, 620' N/O L.A. AVE.‐118.869627403 34.2811252457 CONCRETE 1/7/1985 25 100 UG 1985 Y12191542 2068658909901478342LS‐1 3002586E 9500L HPSV 35 SCIENCE DR. N/S, 420' N/O L.A. AVE.‐118.869701859 34.2805287300 CONCRETE 1/7/1985 25 100 UG 1985 Y12191542 2068658909911478342LS‐1 3002587E 9500L HPSV 35 SCIENCE DR. N/S, 170' N/O L.A. AVE.‐118.869689661 34.2798899119 CONCRETE 1/7/1985 25 100 UG 1985 Y12151539 2068658901171478342LS‐1 3002713E 5800L HPSV 35 SUNSET MEADOW CT E/S, N/O COUNTRY MEADOW‐118.887135609 34.2717372426 CONCRETE 10/4/1984 25 70 UG 1984 Y12151536 2068658901181478342LS‐1 3002715E 4000L HPSV 35 E/S AUTUMGLEN CT, 360' N/O WALNUT CREK RD‐118.888034216 34.2718119480 CONCRETE 1/1/1920 31 50 UG 1957 Y12151536 2068658898451478342LS‐13002872E 5800L HPSV 35 E/S SKYGLEN, 150' N/O MOUNTAIN TRAIL‐118.892192415 34.2712065488 CONCRETE 3/6/1985 25 70 UG 1985 Y12151536 2068658898461478342LS‐1 3002873E 5800L HPSV 35 SKYGLEN E/S 48O' N/O MOUNTAIN TRAIL‐118.892161654 34.2721172407 CONCRETE 5/15/1985 25 70 UG 1985 Y12151536 2068658898471478342LS‐1 3002874E 5800L HPSV 35 E/S APPLEGLEN, 120' N/O MOUNTAIN TRAIL‐118.892997029 34.2712725765 CONCRETE 6/6/1985 25 70 UG 1985 Y12151536 2068658901041478342LS‐1 3002875E 5800L HPSV 35 E/S APPLEGLEN, 280' N/O MOUNTAIN TRAIL‐118.893052947 34.2717482601 CONCRETE 6/6/1985 25 70 UG 1985 Y12151536 2068658901051478342LS‐1 3002876E 5800L HPSV 35 E/S APPLEGLEN, 410' N/O MOUNTAIN TRAIL‐118.893148162 34.2722220294 CONCRETE 6/6/1985 25 70 UG 1985 Y12151536 2068677569011478342LS‐1 3002877E 9500L HPSV 35 W/S APPLEGLEN, 20' N/O MOUNTAIN TRAIL‐118.893165330 34.2710167307 CONCRETE 6/6/1985 25 100 UG 1985 Y12151536 2068658894181478342LS‐1 3003033E 4000L HPSV 35 WALNUT CREEK RD. E/S, 400' S/O MISTY MEADOW‐118.88855134134.2677514532 CONCRETE 10/4/1984 25 50 UG 1984 Y12151536 2068658894261478342LS‐1 3003034E 4000L HPSV 35 WALNUT CREEK E/S, 380' S/O MISTY MEADOW‐118.888446491 34.2681180975 CONCRETE 10/4/1984 25 50 UG 1984 Y12151536 2068658894271478342LS‐1 3003035E 4000L HPSV 35 WALNUT CREEK E/S, 160' S/O MISTY MEADOW‐118.888146943 34.2684877670 CONCRETE 10/4/1984 25 50 UG 1984 Y12151536 2068658894281478342LS‐1 3003036E 4000L HPSV 35 WALNUT CREEK E/S, 50' S/O MISTY MEADOW‐118.887699688 34.2687755439 CONCRETE 10/4/1984 25 50 UG 1984 Y12151539 2068677573281478342LS‐1 3003037E 4000L HPSV 35 WALNUT CREEK E/S 130' N/O MISTY MEADOW‐118.887352990 34.2691042924 CONCRETE 10/4/1984 25 50 UG 1984 Y12151539 2068658894291478342LS‐1 3003038E 4000L HPSV 35 WALNUT CREEK E/S, 55' N/O DEER MEADOW ST‐118.887279848 34.2694361336 CONCRETE 10/4/1984 25 50 UG 1984 Y12151536 2068658894311478342LS‐1 3003041E 4000L HPSV 35 COUNTRY MEADOW W/S, 200' N/O WALNUT CREEK‐118.88770584234.2710336093 CONCRETE 10/4/1984 25 50 UG 1984 Y12151539 2068658898791478342LS‐1 3003042E 5800L HPSV 35 COUNTRY MEADOW N/S, 40' W/O SUNSET MEADOW CT.‐118.887299956 34.2712482248 CONCRETE 10/4/1984 25 70 UG 1984 Y12151539 2068658894321478342LS‐1 3003043E 5800L HPSV 35 COUNTRY MEADOW N/S, 125' N/O SUNSET MEADOW‐118.886766159 34.2713923489 CONCRETE 10/4/1984 25 70 UG 1984 Y12151539 2068658901191478342LS‐1 3003044E 5800L HPSV 35 COUNTRY MEADOW N/S, 50' E/O VISTA MEADOW‐118.886284662 34.2713313702 CONCRETE 10/4/1984 25 70 UG 1984 Y12151539 2068658894341478342LS‐1 3003046E 5800L HPSV 35 COUNTRY MEADOW W/S, 75' N/O TERRACE MEADOW‐118.885853345 34.2710730332 CONCRETE 10/4/1984 25 70 UG 1984 Y12151539 2068658894351478342LS‐1 3003047E 4000L HPSV 35 TERRACE MEADOW E/S, 150' N/O COUNTRY MEADOW‐118.885475335 34.2710859562 CONCRETE 10/4/1984 25 50 UG 1984 Y12151539 2068658901201478342LS‐1 3003048E 5800L HPSV 35 NORTH/EAST COR/OF TERRACE MEADOW & SUNRISE MEADOW‐118.88522691434.2714777945 CONCRETE 10/4/1984 25 70 UG 1984 Y12151539 2068658901211478342LS‐1 3003049E 5800L HPSV 35 TERRACE MEADOW E/S, 195' N/O SUNRISE MEADOW‐118.885195395 34.2719979086 CONCRETE 10/4/1984 25 70 UG 1984 Y12151539 2068658901221478342LS‐1 3003050E 5800L HPSV 35 S/S SUNRISEMEADOWS CT, E/O TERRACEMEADOWS CT‐118.884836290 34.2711358816 CONCRETE 1/1/1920 31 70 UG 1957 Y12151539 2068658894131478342LS‐1 3003051E 4000L HPSV 35 AUTUMMEADOW CIR N/S, E/O COUNTRYMEADOW ST‐118.885089041 34.2705566831 CONCRETE 1/1/2008 31 50 UG 2008 Y12151539 2068658894361478342LS‐1 3003052E 4000L HPSV 35 COUNTRY MEADOW ST S/E C/O KNOTTY PINE‐118.885504867 34.2701860845 CONCRETE 1/1/1920 31 50 UG 1957 Y12151539 2068658894371478342LS‐1 3003054E 4000L HPSV 35 COUNTRY MEADOW ST E/S 200' N/O C/O DEER MEADOW ST‐118.885157614 34.2696134617 CONCRETE 1/1/1920 31 50 UG 1957 Y12151539 2068658894381478342LS‐13003055E 4000L HPSV 35 CRESCENT MEADOW S/S, END OF CULDESAC‐118.886762764 34.2705451772 CONCRETE 10/4/1984 25 50 UG 1984 Y12151539 2068658894391478342LS‐1 3003056E 4000L HPSV 35 CRESCENT MEADOW E/S, 150' N/O WALNUT CREEK‐118.887084433 34.2701958830 CONCRETE 10/4/1984 25 50 UG 1984 Y12151536 2068658894401478342LS‐1 3003082E 4000L HPSV 35 CEDARGLEN CT W/S 50' N/O WALNUT CREEK RD‐118.891264236 34.2710169217 CONCRETE 1/1/1920 31 50 UG 1957 Y12151536 2068658901231478342LS‐1 3003084E 5800L HPSV 35 W/S CEDARGLEN CT, N/O WALNUT CREEK RD‐118.891330103 34.2721778374 CONCRETE 1/1/1920 31 70 UG 1957 Y12151536 2068658894411478342LS‐1 3003085E 4000L HPSV 35 WALNUT CREEK RD N/S, NW C/O STONEYGLEN CT‐118.890505633 34.2711854597 CONCRETE 1/1/1920 31 50 UG 1957 Y12151536 2068658901061478342LS‐1 3003086E 5800L HPSV 35 STONEYGLEN CT E/S, 260' N/O WALNUT CREEK RD‐118.89008540234.2717991060 CONCRETE 1/1/2008 31 70 UG 2008 Y12151536 2068658894421478342LS‐1 3003087E 4000L HPSV 35 WALNUT CREEK RD N/S, NW C/O FORRESTGLEN CT‐118.889685349 34.2711838256 CONCRETE 1/1/1920 31 50 UG 1957 Y12151536 2068658894431478342LS‐1 3003088E 4000L HPSV 35 FOREST GLEN CT E/S 100' N/O WALNUT CREEK RD‐118.889341436 34.2713626328 CONCRETE 1/1/1920 31 50 UG 1957 Y12151536 2068658901071478342LS‐1 3003089E 5800L HPSV 35 FORRESTGLEN CT E/S, 280' N/O WALNUT CREEK RD‐118.889093566 34.2717794501 CONCRETE 1/1/2008 31 70 UG 2008 Y12151536 2068658898781478342LS‐1 3003090E 5800L HPSV 35 WALNUT CREEK RD N/S, NW C/O AUTUMGLEN CT‐118.888886138 34.2709818040 CONCRETE 1/1/2008 31 70 UG 2008 Y12151536 2068658894441478342LS‐1 3003091E 4000L HPSV 35 AUTUMGLEN CT E/S 100' N/O WALNUT CREEK RD‐118.888504268 34.2710545350 CONCRETE 1/1/1920 31 50 UG 1957 Y121515362068658894451478342LS‐1 3003092E 4000L HPSV 35 AUTUMGLEN CT 200' N/O WALNUT CREEK RD‐118.888272032 34.2713179191 CONCRETE 1/1/1920 31 50 UG 1957 Y12251548 2068658904591478342LS‐1 3004145E 5800L HPSV 35 REEDLEY N/S 125' W/O JULLIARD‐118.854307622 34.2970872053 CONCRETE 5/20/1986 25 70 UG 1986 Y12251548 2068663827071478342LS‐1 3004146E 9500L HPSV 35 CAMPUS PARK N/S AT JULLIARD AVE‐118.853907629 34.2966803554 CONCRETE 5/20/1986 29 100 UG 1986 Y12251548 2068658895161478342LS‐1 3004147E 4000L HPSV 35 JULLIARD E/S 170' N/O REEDLEY‐118.854246765 34.2976217383 CONCRETE 5/20/1986 25 50 UG 1986 Y12251548 2068658895021478342LS‐1 3004148E 5800L HPSV 35 REEDLEY ST N/S 130' E/O CHAPMAN‐118.852826014 34.2978833893 CONCRETE 5/20/1986 25 70 UG 1986 Y12251548 2068658904611478342LS‐1 3004149E 5800L HPSV 35 REEDLEY ST N/S AT CHAPMAN‐118.853255129 34.2976749577 CONCRETE 5/20/1986 25 70 UG 1986 Y12251548 2068658904921478342LS‐1 3004150E 5800L HPSV 35 CHAPMAN PL E/S 100' N/O REEDLEY‐118.853154806 34.2979269687 CONCRETE 5/20/1986 25 70 UG 1986 Y122515482068658904931478342LS‐1 3004151E 5800L HPSV 35 CHAPMAN PL W/S 280' N/O REEDLEY‐118.853315900 34.2984134479 CONCRETE 5/20/1986 25 70 UG 1986 Y12251548 2068658904941478342LS‐1 3004152E 5800L HPSV 35 CHAPMAN PL W/S 540' N/O REEDLEY‐118.853335083 34.2991192612 CONCRETE 5/20/1986 25 70 UG 1986 Y12191542 2068658914131478342LS‐1 3004153E 22000L HPSV 35 WILLOWS RD 25' E/S 160' N/O FLINN AVE‐118.871545221 34.2832489781 CONCRETE 10/4/1985 25 200 UG 1985 Y12251551 2068658905481478342LS‐1 3004211E 5800L HPSV 35 BENWOOD DR. S/S, W/O COLLINS DR.‐118.843051840 34.2980775920 CONCRETE 10/19/1984 25 70 UG 1984 Y12131539 2068658896491478342LS‐1 3004252E 5800L HPSV 35 TREAT RD W/S 100' S/O CRYSTAL RANCH RD‐118.885950142 34.2645494120 CONCRETE 7/10/1985 25 70 UG 1985 Y12251548 2068658904621478342LS‐1 3004255E 5800L HPSV 35 SE CORNER REEDLEY AND JULLIARD, MPK‐118.853840274 34.2972134132 CONCRETE 2/7/1986 25 70 UG 1986 Y12251548 2068680462151478342LS‐1 3004256E 5800L HPSV 35 JULLILARD AVE E/S 175' S/O REEDLEY, MPK‐118.85370986534.2967761354 CONCRETE 2/7/1986 25 70 UG 1986 Y12251548 2068658904951478342LS‐1 3004257E 5800L HPSV 35 S/S REEDLEY, 630' E/O JULLIARD‐118.852334964 34.2979586769 CONCRETE 2/7/1986 25 70 UG 1986 Y12131536 2068658896501478342LS‐1 3004384E 5800L HPSV 35 CRYSTAL RANCH W/S, 200' N/O WESTMONT DR‐118.889629587 34.2654572552 CONCRETE 4/1/1986 25 70 UG 1986 Y12131536 2068658906521478342LS‐1 3004385E 5800L HPSV 35 CRYSTAL RANCH W/S 30' N/O WESTMONT DR‐118.889050568 34.2651191073 CONCRETE 4/1/1986 25 70 UG 1986 Y12131536 2068658896511478342LS‐1 3004386E 5800L HPSV 35 CRYSTAL RANCH RD W/S 180' S/O WESTMONT DR‐118.888503717 34.2648333113 CONCRETE 4/1/1986 25 70 UG 1986 Y12131536 2068658896521478342LS‐1 3004387E 5800L HPSV 35 DONEVA RD S/S 150' S/O CRYSTAL RANCH RD‐118.887764639 34.2644389105 CONCRETE 4/1/1986 25 70 UG 1986 Y12131539 2068658896531478342LS‐13004388E 5800L HPSV 35 DONEVA RD S/S 330' S/O CRYSTAL RANCH RD‐118.887181632 34.2640706169 CONCRETE 4/1/1986 25 70 UG 1986 Y12131539 2068658896541478342LS‐1 3004389E 5800L HPSV 35 CRYSTAL RANCH RD S/S 100' W/O WALNUT CREEK‐118.886945131 34.2647858128 CONCRETE 4/1/1986 25 70 UG 1986 Y12131536 2068658896551478342LS‐1 3004390E 5800L HPSV 35 CRYSTAL RANCH RD S/S 50' E/O DONEVA RD‐118.887843283 34.2647567856 CONCRETE 4/1/1986 25 70 UG 1986 Y12131539 2068658896561478342LS‐1 3004391E 5800L HPSV 35 WESTMONT DR S/S 50' W/O WALNUT CREEK‐118.887205660 34.2656557509 CONCRETE 4/1/1986 25 70 UG 1986 Y12131536 2068658896571478342LS‐1 3004392E 5800L HPSV 35 WESTMONT DR N/S 180' W/O WALNUT CREEK‐118.887650848 34.2655447567 CONCRETE 4/1/1986 25 70 UG 1986 Y12131536 2068658896581478342LS‐1 3004393E 5800L HPSV 35 WESTMONT DR N/S, 250' E/O CRYSTAL RANCH RD‐118.88823697834.2654787005 CONCRETE 4/1/1986 25 70 UG 1986 Y12131536 2068658896591478342LS‐1 3004394E 5800L HPSV 35 WESTMONT DR N/S 85' E/O CRYSTAL RANCH RD‐118.888878274 34.2653160925 CONCRETE 4/1/1986 25 70 UG 1986 Y12131536 2068658899271478342LS‐1 3004396E 5800L HPSV 35 SPRING CREEK RD SS 140' WO WALNUT CREEK‐118.888209062 34.2662456458 CONCRETE 5/15/1986 25 70 UG 1986 Y12131536 2068658899281478342LS‐1 3004397E 5800L HPSV 35 SPRING CREEK RD SS 350' WO WALNUT CREEK‐118.888817477 34.2661496705 CONCRETE 5/15/1986 25 70 UG 1986 Y12131536 2068658899291478342LS‐1 3004398E 5800L HPSV 35 SPRING CREEK SS 360' EO HILLSIDE‐118.889365571 34.2661084384 CONCRETE 5/15/1986 25 70 UG 1986 Y12131536 2068658894461478342LS‐1 3004400E 4000L HPSV 35 SPRING CREEK SS AT CL OF HILLSIDE‐118.890481972 34.2663606577 CONCRETE 5/15/1986 25 50 UG 1986 Y12131536 2068658894471478342LS‐1 3004401E 4000L HPSV 35 HILLSIDE NS 200' NO SPRING CREEK‐118.88999393934.2667193832 CONCRETE 5/15/1986 25 50 UG 1986 Y12131536 2068658894161478342LS‐1 3004402E 4000L HPSV 35 HILLSIDE DR N/S, 330' W/O WALNUT CREEK RD‐118.889296595 34.2669493610 CONCRETE 5/15/1986 25 50 UG 1986 Y12131536 2068658894481478342LS‐1 3004403E 4000L HPSV 35 ALDERGLEN ST S/S, 95' W/O WALNUT CREEK RD‐118.888517989 34.2670127141 CONCRETE 5/15/1986 25 50 UG 1986 Y12171533 2068658901991478342LS‐1 3004506E 5800L HPSV 35 POPPYGLEN CT N/S, E/O HOLLYGLEN‐118.905830277 34.2779437416 CONCRETE 7/1/1985 25 70 UG 1985 Y219
12151536 2068658893911478342LS‐1 3004746E 4000L HPSV 35 WILLOW HILL DR S/S, SW C/O MTN MEADOW DR‐118.891783162 34.2701034979 CONCRETE 5/19/1986 25 50 UG 1986 Y12151536 2068658908811478342LS‐1 3004747E 9500L HPSV 35 MTN MEADOW E/S, 50' N/O WILLOW HILL DR‐118.891590163 34.2701514262 CONCRETE 6/17/1986 25 100 UG 1986 Y12151536 2068658908821478342LS‐1 3004748E 9500L HPSV 35 MTN MEADOW W/S, 100' N/O WILLOW FORREST‐118.891991328 34.2696668578 CONCRETE 5/19/1986 25 100 UG 1986 Y12151536 2068658908831478342LS‐1 3004749E 9500L HPSV 35 MOUNTAIN MEADOW SS 200' WO WILLOW HILL‐118.891584461 34.2705130397 CONCRETE 6/17/1986 25 100 UG 1986 Y12151536 2068658893921478342LS‐1 3004750E 4000L HPSV 35 WILLOW HILL ES 650' SO MOUNTAIN MDW‐118.893624509 34.2703932146 CONCRETE 7/21/1986 25 50 UG 1986 Y12151536 2068658893931478342LS‐1 3004751E 4000L HPSV 35 WILLOW HILL DR N/S 400' N/O WILLOW SPRINGS DR‐118.89500553134.2701605977 CONCRETE 1/1/1920 31 50 UG 1957 Y12151536 2068658898491478342LS‐1 3004752E 5800L HPSV 35 MNT TRAIL S/S, 100' E/O SKYGLEN CT‐118.892106400 34.2706940940 CONCRETE 6/17/1986 25 70 UG 1986 Y12151536 2068658893951478342LS‐1 3004753E 4000L HPSV 35 WILLOW HILL ES 250' WO MOUNTAIN MDW‐118.892247657 34.2704327960 CONCRETE 6/17/1986 25 50 UG 1986 Y12151536 2068658908841478342LS‐1 3004754E 9500L HPSV 35 MOUNTAIN TR S/S, 95' E/O APPLEGLEN CT‐118.892830816 34.2708600178 CONCRETE 6/17/1986 25 100 UG 1986 Y12151536 2068658893961478342LS‐1 3004755E 4000L HPSV 35 WILLOW HILL WS 480' SO MOUNTIAN MDW‐118.892927702 34.2705390259 CONCRETE 6/17/1986 25 50 UG 1986 Y12151536 2068658908851478342LS‐1 3004756E 9500L HPSV 35 MOUNTAIN TR S/S, 115' E/O HONEYGLEN CT‐118.893592997 34.2709243706 CONCRETE 6/17/1986 25 100 UG 1986 Y12151536 2068658908861478342LS‐1 3004757E 9500L HPSV 35 MOUNTAIN TRAIL S/S, 115' E/O SUMMERGLEN CT‐118.89436276034.2708272925 CONCRETE 10/17/1986 25 100 UG 1986 Y12151536 2068663831071478342LS‐1 3004758E 9500L HPSV 35 WILLOW HILL WS 780' SO MTN MEADOW‐118.894343980 34.2703792732 CONCRETE 7/21/1986 25 100 UG 1986 Y12151536 2068658893971478342LS‐1 3004759E 4000L HPSV 35 WILLOW HILL N/S, 1420' W/O MTN MEADOW‐118.895765747 34.2700585398 CONCRETE 7/21/1986 25 50 UG 1986 Y12151536 2068658908771478342LS‐1 3004760E 9500L HPSV 35 MOUNTAIN TR WS 660' WO TIERRA REJADA‐118.896571130 34.2703352029 CONCRETE 6/17/1986 25 100 UG 1986 Y12151536 2068680760371478342LS‐1 3004761E 9500L HPSV 35 MTN TRAIL ST W/S, 480' N/O TIERRA RAJADA‐118.896906625 34.2697116095 CONCRETE 6/17/1986 25 100 UG 1986 Y12151536 2068658893991478342LS‐1 3004762E 4000L HPSV 35 WILLOW HILL W/S, 240' N/O WILLOW SPRINGS‐118.896364086 34.2694236959 CONCRETE 7/21/1986 25 50 UG 1986 Y12151536 2068658908781478342LS‐1 3004764E 9500L HPSV 35 MTN TRAIL ST E/S, 150' N/O WILLOW SPRINGS DR‐118.89690172734.2691780679 CONCRETE 6/17/1986 25 100 UG 1986 Y12151536 2068658893891478342LS‐1 3004765E 4000L HPSV 35 WILLOW SPINGS DR N/S, NE C/O MTN TRAIL ST‐118.897029609 34.2688010145 CONCRETE 10/17/1986 25 50 UG 1986 Y12151536 2068672592891478342LS‐1 3004766E 4000L HPSV 39 WILLO HILL DR W/S, NW C/O WILLOW SPRINGS‐118.896601374 34.2687074220 CONCRETE 10/17/1986 25 50 UG 1986 Y12151536 2068658898501478342LS‐1 3004768E 5800L HPSV 35 WILLOW SPRINGS N/S, 120' E/O WILLOW HILL‐118.896128705 34.2686237370 CONCRETE 1/29/1987 25 70 UG 1987 Y12151536 2068658908891478342LS‐1 3004769E 9500L HPSV 35 WILLOW FORREST S/S, SW C/O MTN MEADOW‐118.892124922 34.2694033512 CONCRETE 5/19/1986 25 100 UG 1986 Y12151536 2068658893871478342LS‐1 3004770E 4000L HPSV 35 WILLOW FOREST N/S, 240' W/O MTN MEADOW‐118.892654286 34.2697763235 CONCRETE 7/21/1986 25 50 UG 1986 Y12151536 2068658894001478342LS‐1 3004771E 4000L HPSV 35 WILLOW FOREST N/S, 410' W/O MTN MEADOW‐118.893208898 34.2697712970 CONCRETE 11/21/1986 25 50 UG 1986 Y12151536 2068658894011478342LS‐1 3004772E 4000L HPSV 35 WILLOW FORREST WS 600' SO MOUNTAIN MEADOW‐118.893921338 34.2696976470 CONCRETE 11/21/1986 25 50 UG 1986 Y12151536 2068658894021478342LS‐1 3004773E 4000L HPSV 35 WILLOW FORREST N/S, 900' W/O MTN MEADOW‐118.894507921 34.2694553795 CONCRETE 11/21/1986 25 50 UG 1986 Y12151536 2068658898511478342LS‐1 3004774E 5800L HPSV 35 WILLOW FORREST WS 300' NO WILLOW SPGS‐118.895268091 34.2692638984 CONCRETE 11/21/1986 25 70 UG 1986 Y12151536 2068658894031478342LS‐1 3004775E 4000L HPSV 35 WILLOW FORREST W/S, NW C/O WILLOW SPRINGS‐118.895646018 34.2685586629 CONCRETE 11/21/1986 25 50 UG 1986 Y12151536 2068658893881478342LS‐1 3004776E 5800L HPSV 35 WILLOW SPRINGS S/S, 50' E/O WILLOW FORREST‐118.895553911 34.2684504515 CONCRETE 12/19/1986 25 70 UG 1986 Y12151536 2068658894041478342LS‐1 3004777E 5800L HPSV 35 WILLOW SPRINGS N/S, 300' E/O WILLOW FORREST‐118.894764622 34.2684419900 CONCRETE 7/21/1986 25 70 UG 1986 Y12151536 2068658894051478342LS‐1 3004778E 5800L HPSV 35 S/S WILLOW SPRINGS DR 50' E/O WILLOW GROVE CT‐118.893957758 34.2683168299 CONCRETE 5/19/1986 25 70 UG 1986 Y12151536 2068679381361478342LS‐1 3004779E 5800L HPSV 35 S/S E LOS ANGELES AVE 60' E/O LOVE CR‐118.893826261 34.2687465608 CONCRETE 5/19/1986 25 70 UG 1986 Y12151536 2068658894061478342LS‐1 3004780E 4000L HPSV 35 N/S WILLOW GROVE CT 320' NE/O WILLOW SPRINGS DR‐118.893135337 34.2688354764 CONCRETE 5/19/1986 25 50 UG 1986 Y12151536 2068672592931478342LS‐1 3004781E 5800L HPSV 35 WILLOW SPRINGS S/S, SW C/O MTN MEADOW DR‐118.893195890 34.2680697857 CONCRETE 5/5/1987 25 70 UG 1987 Y12151536 2068658908901478342LS‐1 3004782E 9500L HPSV 35 MTN MEADOW E/S, 50' N/O WILLOW SPRINGS DR‐118.89300733034.2680844963 CONCRETE 6/17/1986 25 100 UG 1986 Y12151536 2068658908761478342LS‐1 3004783E 9500L HPSV 35 MOUNTAIN MDW SS 250' WO WILLOW SPGS‐118.892653073 34.2686404738 CONCRETE 5/19/1986 25 100 UG 1986 Y12151536 2068658908911478342LS‐1 3004784E 9500L HPSV 35 MTN MEADOW E/S, 100' S/O WILLOW FORREST DR‐118.892132548 34.2690897918 CONCRETE 6/17/1986 25 100 UG 1986 Y12151536 2068658894071478342LS‐1 3004787E 4000L HPSV 35 WILLOW COVE W/S, NW C/O WILLOW SPRINGS‐118.894037167 34.2684217817 CONCRETE 5/19/1986 25 50 UG 1986 Y12151536 2068658894491478342LS‐1 3004978E 4000L HPSV 35 MEADOW GLEN 90' W/O MT CK‐118.888522410 34.2687094916 CONCRETE 11/21/1986 25 50 UG 1986 Y12151536 2068658894501478342LS‐1 3004979E 4000L HPSV 35 MEADOW GLEN 240' N/O MT CK‐118.888250020 34.2690694390 CONCRETE 10/21/1986 25 50 UG 1986 Y12151536 2068658899311478342LS‐1 3004980E 5800L HPSV 35 MEADOW GLEN 320' N/O MT CK‐118.888156992 34.2693823845 CONCRETE 11/21/1986 25 70 UG 1986 Y12151536 2068658899321478342LS‐13004981E 5800L HPSV 35 MEADOW GLEN 480'N/O MT CK‐118.887988873 34.2697278335 CONCRETE 10/21/1986 25 70 UG 1986 Y12151536 2068658899331478342LS‐1 3004982E 5800L HPSV 35 MEADOW GLEN 640' N/O MT CK‐118.888220840 34.2701142423 CONCRETE 11/21/1986 25 70 UG 1986 Y12151536 2068658899341478342LS‐1 3004983E 5800L HPSV 35 MEADOW GLEN 840' N/O MT CK‐118.888768223 34.2704608757 CONCRETE 10/21/1986 25 70 UG 1986 Y12151536 2068658899351478342LS‐1 3004984E 5800L HPSV 35 SUNNTGLEN DR N/S, 480' NE/O MTN TRAIL ST‐118.889501672 34.2705996993 CONCRETE 10/21/1986 25 70 UG 1986 Y12151536 2068658899361478342LS‐1 3004985E 5800L HPSV 35 SUNNYGLEN DR S/S, 360' NE/O MTN TRAIL ST‐118.889945403 34.2708291687 CONCRETE 10/21/1986 25 70 UG 1986 Y12151536 2068658899371478342LS‐1 3004986E 5800L HPSV 35 SUNNYGLEN DR W/S, 200' N/O MTN TRAIL ST‐118.890355897 34.2706695056 CONCRETE 10/21/1986 25 70 UG 1986 Y12151536 2068658899381478342LS‐1 3004987E 5800L HPSV 35 SUNNYGLEN DR W/S, 90' N/O MNT TRAIL ST‐118.89074226134.2705269274 CONCRETE 10/21/1986 25 70 UG 1986 Y12151536 2068658894521478342LS‐1 3004988E 4000L HPSV 35 MTN TRAIL ST S/S @ SUNNYGLEN DR‐118.890885223 34.2702919941 CONCRETE 10/21/1986 25 50 UG 1986 Y12151536 2068658894531478342LS‐1 3004989E 4000L HPSV 35 MT TR 120' E/O MEADOW GLEN NS‐118.890506759 34.2701722670 CONCRETE 10/21/1986 25 50 UG 1986 Y12151536 2068663822771478342LS‐1 3004990E 4000L HPSV 35 MTN TRAIL S/S, 320' E/O SUNNYGLEN DR‐118.890005261 34.2698898890 CONCRETE 10/21/1986 25 50 UG 1986 Y12151536 2068658899391478342LS‐1 3004991E 5800L HPSV 35 MTN TRAIL ST N/S, 480' E/O SUNNYGLEN DR‐118.889424012 34.2697765282 CONCRETE 10/21/1986 25 70 UG 1986 Y12151536 2068658894541478342LS‐1 3004992E 4000L HPSV 35 MTN TRAIL ST S/S, 640' E/O SUNNYGLEN DR‐118.88894662334.2694924941 CONCRETE 10/21/1986 25 50 UG 1986 Y12131542 2068658897441478342LS‐1 3005218E 5800L HPSV 35 CEDARPINE S/S 220' W/O CHRISTIAN BARRETT‐118.874309581 34.2634546813 CONCRETE 2/28/1987 25 70 UG 1987 Y12131542 2068658897451478342LS‐1 3005219E 5800L HPSV 35 SE COR/O CEDARPINE & WOODLAKE‐118.874951971 34.2635788380 CONCRETE 2/28/1987 25 70 UG 1987 Y12131542 2068658897461478342LS‐1 3005220E 5800L HPSV 35 WOODLAKE E/S 200' S/O CEDARPINE‐118.875254072 34.2631442048 CONCRETE 2/28/1987 25 70 UG 1987 Y12131542 2068658897471478342LS‐1 3005221E 5800L HPSV 35 CEDARPINE S/S 120' W/O WOODLAKE‐118.875233472 34.2637244523 CONCRETE 2/28/1987 25 70 UG 1987 Y12131542 2068658897481478342LS‐1 3005222E 5800L HPSV 35 CEDARPINE W/S 280' N/O WOODLAKE‐118.875360871 34.2639528272 CONCRETE 2/28/1987 25 70 UG 1987 Y12131542 2068658893611478342LS‐1 3005223E 4000L HPSV 35 GROVEDALE LN W/S 90' S/O CEDARPINE‐118.874553389 34.2643424243 CONCRETE 2/28/1987 25 50 UG 1987 Y12131542 2068658893601478342LS‐1 3005224E 4000L HPSV 35 CEDARPINE N/S 70' W/O GROVEDALE‐118.875008890 34.2644250401 CONCRETE 2/28/1987 25 50 UG 1987 Y12131542 2068658897501478342LS‐13005225E 5800L HPSV 35 CEDARPINE N/S 40' E/O GROVEDALE‐118.874748261 34.2646625622 CONCRETE 2/28/1987 25 70 UG 1987 Y12171533 2068658913161478342LS‐1 3006501E 22000L HPSV 35 TIERRA REJADA WS 250' S/O HARVESTER‐118.900961327 34.2746331995 CONCRETE 10/26/1988 29 200 UG 1988 Y12171533 2068658914261478342LS‐1 3006502E 22000L HPSV 35 TIERRA REJADA ES 400' S/O HARVESTER‐118.900829742 34.2742185423 CONCRETE 10/26/1988 29 200 UG 1988 Y12171533 2068658900871478342LS‐1 3006503E 22000L HPSV 35 TIERRA REJADA RD WS 600' S/O HARVESTER‐118.900955148 34.2737849095 CONCRETE 10/26/1988 29 200 UG 1988 Y12251548 2068658904961478342LS‐1 3006565E 5800L HPSV 35 MARQUETTE ST 100' S/O MARQUETTE CR‐118.852218956 34.3002978805 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658904971478342LS‐1 3006566E 5800L HPSV 35 N/S MARQUETTE ST 75' W/O MARQUETTE CR‐118.852574108 34.3006187800 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658904981478342LS‐1 3006567E 5800L HPSV 35 N/S MARQUETTE ST 200' W/O MARQUETTE CR‐118.85301957334.3007236599 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658904991478342LS‐1 3006568E 5800L HPSV 35 N/S MARQUETTE ST 225' E/O MARYMONT ST‐118.853724089 34.3006701105 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658905001478342LS‐1 3006569E 5800L HPSV 35 N/S MARQUETTE ST 75' E/O MARYMONT ST‐118.854226247 34.3005550161 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658905011478342LS‐1 3006570E 5800L HPSV 35 N/S MARYMONT ST 35' N/O MARQUETTE ST‐118.854533520 34.3005412451 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658905021478342LS‐1 3006571E 5800L HPSV 35 N/S MARYMONT ST 275' W/O MARQUETTE ST‐118.855259903 34.3007649044 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658905031478342LS‐1 3006572E 5800L HPSV 35 E/S LOYOLA ST 200' S/O MARQUETTE ST‐118.854092798 34.3000361943 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658905041478342LS‐1 3006573E 5800L HPSV 35 E/S LOYOLA ST 350' S/O MARQUETTE ST‐118.85409266234.2996485584 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658905051478342LS‐1 3006574E 5800L HPSV 35 W/S LOYOLA ST 450' N/O JULLIARD AVE‐118.854451070 34.2989734049 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658905061478342LS‐1 3006575E 5800L HPSV 35 E/S LOYOLA ST 275' N/O JULLIARD AVE‐118.854372945 34.2984972237 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658905071478342LS‐1 3006576E 5800L HPSV 35 E/S LOYOLA ST 50' N/O JULLIARD AVE‐118.854621557 34.2978786870 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658904641478342LS‐1 3006577E 5800L HPSV 35 S/S LOYOLA ST 125' S/O JULLIARD AVE‐118.854995409 34.2975714833 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658904651478342LS‐1 3006578E 5800L HPSV 35 S/S LOYOLA ST 30' E/O LOYOLA PL‐118.855651288 34.2973959090 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068679949641478342LS‐1 3006579E 5800L HPSV 35 E/S LOYOLA PL‐118.855695377 34.2971225688 CONCRETE 8/25/1987 25 70 UG 1987 Y122515482068658904661478342LS‐1 3006580E 5800L HPSV 35 S/S LOYOLA ST 125' W/O LOYOLA PL‐118.856180215 34.2974806853 CONCRETE 8/25/1987 25 70 UG 1987 Y12251548 2068658904671478342LS‐1 3006593E 5800L HPSV 35 W/S LOYOLA ST 140' S/O TROJAN CT‐118.858103136 34.2977431804 CONCRETE 2/9/1988 25 70 UG 1988 Y220
12251548 2068658904681478342LS‐1 3006594E 5800L HPSV 35 S/S TROJAN CT 150' E/O LOYOLA ST‐118.857990264 34.2982087079 CONCRETE 2/9/1988 25 70 UG 1988 Y12251548 2068658905081478342LS‐1 3006595E 5800L HPSV 35 S/S TROJAN CT 310' E/O LOYOLA ST‐118.858123076 34.2985014445 CONCRETE 2/9/1988 25 70 UG 1988 Y12251548 2068658905091478342LS‐1 3006596E 5800L HPSV 35 S/S TROJAN CT 420' E/O LOYOLA ST‐118.858267762 34.2987809240 CONCRETE 2/9/1988 25 70 UG 1988 Y12251548 2068658904691478342LS‐1 3006597E 5800L HPSV 35 W/S LOYOLA ST 60' N/O TROJAN CT‐118.857560764 34.2979512570 CONCRETE 2/9/1988 25 70 UG 1988 Y12251548 2068658904701478342LS‐1 3006598E 5800L HPSV 35 N/S LOYOLA ST 80' S/O WHEATON CT‐118.856826859 34.2979067366 CONCRETE 2/9/1988 25 70 UG 1988 Y12251548 2068658905101478342LS‐1 3006599E 5800L HPSV 35 N/S QUEENS CT 220' E/O MARYMOUNT ST‐118.857181265 34.2996841922 CONCRETE 2/9/1988 25 70 UG 1988 Y122515482068658905111478342LS‐1 3006600E 5800L HPSV 35 N/S QUEENS CT 40' E/O MARYMOUNT ST‐118.857123087 34.3001872004 CONCRETE 2/9/1988 25 70 UG 1988 Y12251548 2068658905121478342LS‐1 3006601E 5800L HPSV 35 E/S MARYMOUNT ST 260' N/O QUEENS CT‐118.856433496 34.3002392091 CONCRETE 2/9/1988 25 70 UG 1988 Y12251548 2068658905131478342LS‐1 3006602E 5800L HPSV 35 N/S LUTHER CR 240' W/O MARYMOUNT ST‐118.855983404 34.2998005351 CONCRETE 2/9/1988 25 70 UG 1988 Y12251548 2068658905141478342LS‐1 3006603E 5800L HPSV 35 N/S LUTHER CR 40' W/O MARYMOUNT ST‐118.856059963 34.3003559973 CONCRETE 2/9/1988 25 70 UG 1988 Y12231548 2068673428741478342LS‐1 3006614E 22000L HPSV 35 W/S PRINCETON AVE 930 N/O CONDOR DR‐118.857627337 34.2909315257 CONCRETE 1/5/1986 30 200 UG 1986 Y12211548 2068673428731478342LS‐1 3006615E 22000L HPSV 35 W/S PRINCETON AVE 520' N/O CONDOR DRIVE‐118.85784997734.2897492146 CONCRETE 1/5/1987 29 200 UG 1987 Y12211548 2068673428721478342LS‐1 3006616E 22000L HPSV 35 W/S PRINCETON AVE 75' N/O CONDOR DRIVE‐118.858297220 34.2885001133 CONCRETE 1/5/1987 29 200 UG 1987 Y12191536 2068658910011478342LS‐1 3006618E 9500L HPSV 35 TECH CIRCLE S/END S/O POINDEXTER AV‐118.893822911 34.2837799078 CONCRETE 1/29/1987 25 100 UG 1987 Y12211536 2068658910021478342LS‐1 3006619E 9500L HPSV 35 TECH CIRCLE W/S S/O POINDEXTER‐118.893923809 34.2843994757 CONCRETE 1/29/1987 25 100 UG 1987 Y12131542 2068658900291478342LS‐1 3006620E 5800L HPSV 35 SHADY POINT N/S, 160' W/O CEDARPINE LN‐118.872618749 34.2677950134 CONCRETE 4/29/1987 25 70 OH 1987 Y12131542 2068658900301478342LS‐1 3006621E 5800L HPSV 35 SHADY POINT N/S, 430' W/O CEDARPINE LN‐118.873523716 34.2677340837 CONCRETE 4/29/1987 25 70 UG 1987 Y12131542 2068658900311478342LS‐1 3006622E 5800L HPSV 35 SHADY POINT W/S, 330' N/O CANDLEWOOD CT‐118.874502291 34.2675678562 CONCRETE 4/29/1987 25 70 UG 1987 Y12131542 2068658900321478342LS‐1 3006623E 5800L HPSV 35 SHDY PT. W/S 150' N/O CNDLEWOOD CT‐118.87461053034.2669792088 CONCRETE 4/29/1987 25 70 UG 1987 Y12131542 2068658900331478342LS‐1 3006624E 5800L HPSV 35 CANDLEWOOD CT N/S @ CEDAR GROVE LN‐118.873803728 34.2667942934 CONCRETE 4/29/1987 25 70 UG 1987 Y12131542 2068658900351478342LS‐1 3006625E 5800L HPSV 35 CHRIST. BARRETTE DR E/S NE C/O CANDLEWOOD CT‐118.874910187 34.2664331256 CONCRETE 7/8/1987 25 70 UG 1987 Y12131542 2068658900361478342LS‐1 3006626E 5800L HPSV 35 TRAIL CREST W/S, 60' S/O CHRIST. BARRETT‐118.875934688 34.2665605434 CONCRETE 10/19/1987 25 70 UG 1987 Y12131539 2068679445301478342LS‐1 3006627E 5800L HPSV 35 CHRIST. BARRETT S/S, 30' E/O VINEWOOD‐118.877818117 34.2662657521 CONCRETE 8/12/1987 25 70 UG 1987 Y12131539 2068658900381478342LS‐1 3006628E 5800L HPSV 35 CHRIST. BARRETT S/S, 30' E/O BLAIRWOOD‐118.878383896 34.2661620656 CONCRETE 8/12/1987 25 70 UG 1987 Y12131539 2068658900391478342LS‐1 3006629E 5800L HPSV 35 CHRIST. BARRETT S/S, 30' E/O PEACH HILL‐118.87888542434.2661910027 CONCRETE 8/12/1987 25 70 UG 1987 Y12131542 2068658897511478342LS‐1 3006630E 5800L HPSV 35 CHRIST. BARRETT E/S, 120' S/O CNDLEWOOD‐118.874509774 34.2661761380 CONCRETE 8/12/1987 25 70 UG 1987 Y12131542 2068658900401478342LS‐1 3006631E 5800L HPSV 35 SHADY POINT DR E/S, NE C/O CANDLEWOOD CT‐118.874504567 34.2666173177 CONCRETE 4/29/1987 25 70 OH 1987 Y12191536 2068658909521478342LS‐1 3006651E 9500L HPSV 35 5155 GOLDMAN AVE‐118.893261757 34.2806207980 CONCRETE 2/3/1987 25 100 UG 1987 Y12191539 2068658913791478342LS‐1 3006658E 22000L HPSV 35 LOS ANGELES AVE S/S 509' E/O MOORPARK RD‐118.880512351 34.2789998514 CONCRETE 8/24/1987 29 200 UG 1987 Y12171542 2068663823251478342LS‐1 3006659E 22000L HPSV 35 MOORPARK RD E/S 240' S/O LOS ANGELES AVE‐118.874862308 34.2783764920 CONCRETE 8/24/1987 25 200 UG 1987 Y12151542 2068658913241478342LS‐1 3006661E 22000L HPSV 35 W/S SPRING RD, 240' N/O PEACH HILL RD‐118.86944364834.2721803954 CONCRETE 7/9/1987 29 200 UG 1987 Y12151542 2068658913251478342LS‐1 3006662E 22000L HPSV 35 W/S SPRING RD 640' N/O PEACH HILL RD‐118.870521720 34.2728840538 CONCRETE 7/9/1987 29 200 UG 1987 Y12151542 2068658913181478342LS‐1 3006663E 22000L HPSV 35 W/S MRPK RD 1080' N/O PEACH HILL RD‐118.871662678 34.2735955794 CONCRETE 7/9/1987 29 200 UG 1987 Y12171542 2068658913191478342LS‐1 3006664E 22000L HPSV 35 SPRING RD W/S, 1480' N/O PEACH HILL RD‐118.872706258 34.2742558241 CONCRETE 7/9/1987 29 200 UG 1987 Y12151542 2068658901851478342LS‐1 3006665E 5800L HPSV 35 E/S GRAND ISLE DR 325' E/O SKIDMORE CT‐118.869650058 34.2719848894 CONCRETE 10/6/1987 25 70 UG 1987 Y12151542 2068658901721478342LS‐1 3006666E 5800L HPSV 35 S/S GRAND ISLE DR 10' E/O SKIDMORE CT‐118.87063165334.2719314588 CONCRETE 10/6/1987 25 70 UG 1987 Y12151542 2068658909171478342LS‐1 3006667E 9500L HPSV 35 W/S MILL VALLEY RD 40' N/O PEACH HILL RD‐118.871487431 34.2715638594 CONCRETE 6/17/1987 25 100 UG 1987 Y12151542 2068658901861478342LS‐1 3006668E 5800L HPSV 35 S/S GRAND ISLE DR 42' E/O MILL VALLEY RD‐118.871549248 34.2719153286 CONCRETE 6/17/1987 25 70 UG 1987 Y12151542 2068658901731478342LS‐1 3006669E 5800L HPSV 35 W/S GRAND ISLE DR 290' E/O MILL VALLEY RD‐118.872379678 34.2719344336 CONCRETE 6/17/1987 25 70 UG 1987 Y12151542 2068658901871478342LS‐1 3006670E 5800L HPSV 35 N/S SKIDMORE CT 310' N/O GRAND ISLE DR‐118.870465622 34.2726729196 CONCRETE 7/2/1987 25 70 UG 1987 Y12151542 2068658901881478342LS‐1 3006671E 5800L HPSV 35 W/S SKIDMORE CT 45' N/O GRAND ISLE DR‐118.87073108134.2720421966 CONCRETE 6/17/1987 25 70 UG 1987 Y12151542 2068658901891478342LS‐1 3006672E 5800L HPSV 35 N/S GRAND ISLE DR 45' E/O MILL VALLEY RD‐118.871335955 34.2719969211 CONCRETE 6/17/1987 25 70 UG 1987 Y12151542 2068658901901478342LS‐1 3006673E 5800L HPSV 35 E/S MILL VALLEY RD 30' S/O CHESTERFIELD DR‐118.871507153 34.2728045445 CONCRETE 7/9/1987 25 70 UG 1987 Y12151542 2068658901741478342LS‐1 3006674E 5800L HPSV 35 S/S CHESTERFIELD DR 50' E/O MCBETH CT‐118.872339109 34.2728553129 CONCRETE 6/17/1987 25 70 UG 1987 Y12151542 2068658901751478342LS‐1 3006675E 5800L HPSV 35 S/S CHESTERFIELD DR 65' E/O FERN VALLEY CT‐118.873062043 34.2728187548 CONCRETE 6/17/1987 25 70 UG 1987 Y12151542 2068658901761478342LS‐1 3006676E 5800L HPSV 35 N/S MCBETH CT 260' N/O CHESTERFIELD DR‐118.872067085 34.2735002976 CONCRETE 10/6/1987 25 70 UG 1987 Y12151542 2068658901771478342LS‐1 3006677E 5800L HPSV 35 W/S MCBETH CT 60' N/O CHESTERFIELD DR‐118.87243777734.2729558176 CONCRETE 6/17/1987 25 70 UG 1987 Y12151542 2068658901781478342LS‐1 3006678E 5800L HPSV 35 W/S ROLLING KNOLL DRD 265' S/O CHESTERFIELD DR‐118.873780215 34.2723969885 CONCRETE 6/17/1987 25 70 UG 1987 Y12151542 2068658901791478342LS‐1 3006679E 5800L HPSV 35 W/S ROLLING KNOLL RD 50' S/O CHESTERFIELD DR‐118.873615463 34.2727126097 CONCRETE 6/17/1987 25 70 UG 1987 Y12151542 2068658901801478342LS‐1 3006680E 5800L HPSV 35 W/S FERN VALLEY CT 60' N/O CHESTERFIELD DR‐118.873240485 34.2729343358 CONCRETE 6/17/1987 25 70 UG 1987 Y12151542 2068658901811478342LS‐1 3006681E 5800L HPSV 35 E/S FERN VALLEY CT 190' N/O CHESTERFIELD DR‐118.873174353 34.2733994671 CONCRETE 6/17/1987 25 70 UG 1987 Y12171542 2068658901821478342LS‐1 3006682E 5800L HPSV 35 N/S FERN VALLEY CT 420' N/O CHESTERFIELD DR‐118.87306839134.2738321509 CONCRETE 6/17/1987 25 70 UG 1987 Y12171539 2068658909251478342LS‐1 3006703E 9500L HPSV 35 N/S MAJESTIC CT, 140' W/O MILLARD ST‐118.880175660 34.2765988485 CONCRETE 1/8/1987 25 100 UG 1987 Y12131536 2068658906531478342LS‐1 3006828E 5800L HPSV 35 MTN MEADOW DR W/S, 160' N/O RIVER GROVE‐118.893655027 34.2667976878 CONCRETE 3/17/1988 25 70 UG 1988 Y12131536 2068658898531478342LS‐1 3006829E 5800L HPSV 35 N/E COR,MTN MEADOW & RIVER GROVE‐118.893828534 34.2664470595 CONCRETE 3/18/1987 25 70 UG 1987 Y12131536 2068658898541478342LS‐1 3006830E 5800L HPSV 35 MISTY HOLLOW CT,320' N/O RIVER GROVE‐118.892941550 34.2669022551 CONCRETE 4/3/1990 25 70 UG 1990 Y12131536 2068658898551478342LS‐1 3006831E 5800L HPSV 35 N/W COR,MISTY HOLLOW CT & RIVER GROVE‐118.893334442 34.2662891929 CONCRETE 3/18/1987 25 70 UG 1987 Y12131536 2068658898561478342LS‐1 3006832E 5800L HPSV 35 RIVER GROVE ST‐118.893292434 34.2661624771 CONCRETE 3/18/1987 25 70 UG 1987 Y12131536 2068658898571478342LS‐13006833E 5800L HPSV 35 RIVER GROVE S/S 260' E/O MISTY HOLLOW CT‐118.892429214 34.2659624391 CONCRETE 3/18/1987 25 70 UG 1987 Y12131536 2068658898581478342LS‐1 3006834E 5800L HPSV 35 N/W COR SANDY HOLLOW CT & RIVER GROVE‐118.892457809 34.2660848205 CONCRETE 3/16/1991 25 70 UG 1991 Y12131536 2068658898591478342LS‐1 3006835E 5800L HPSV 35 SANDY HOLLOW CT,190' N/O RIVER GROVE‐118.892159544 34.2666128750 CONCRETE 3/18/1987 25 70 UG 1987 Y12131536 2068658895521478342LS‐1 3006836E 5800L HPSV 35 PINE HOLLOW PL 160' N/O RIVER GROVE‐118.891367218 34.2658026971 CONCRETE 3/18/1987 25 70 UG 1987 Y12131536 2068658895531478342LS‐1 3006837E 5800L HPSV 35 PINE HOLLOW E/S @ RIVER GROVE‐118.891669241 34.2656071295 CONCRETE 2/20/1991 25 70 UG 1991 Y12131536 2068658895541478342LS‐1 3006838E 5800L HPSV 35 PINE HOLLOW E/S,220' S/O RIVER GROVE‐118.892073703 34.2652550535 CONCRETE 2/20/1991 25 70 UG 1991 Y12171539 2068658909221478342LS‐13006880E 9500L HPSV 35 MOORPARK AVE E/S 445' S/O MAJESTIC CT‐118.882110698 34.2752205107 CONCRETE 5/28/1987 25 100 UG 1987 Y12171539 2068658909231478342LS‐1 3006881E 9500L HPSV 35 MAJESTIC CT N/S 60 E/O MOORPARK AVE‐118.882083894 34.2766029485 CONCRETE 5/28/1987 25 100 UG 1987 Y12171539 2068658909261478342LS‐1 3006882E 9500L HPSV 35 MAJESTIC CT S/S 250 E/O MOORPARK AVE‐118.881423281 34.2765195958 CONCRETE 5/28/1987 25 100 UG 1987 Y12171539 2068658909271478342LS‐1 3006883E 9500L HPSV 35 MAJESTIC CT N/S 435' E/O MOORPARK AVE‐118.880808065 34.2765949306 CONCRETE 5/28/1987 25 100 UG 1987 Y12171539 2068658909241478342LS‐1 3006884E 9500L HPSV 35 MOORPARK AVE E/S 130' N/O MAJESTIC CT‐118.882156969 34.2767844852 CONCRETE 5/28/1987 25 100 UG 1987 Y12171539 2068658909761478342LS‐1 3006885E 9500L HPSV 35 MOORPARK AVE E/S 390' N/O MAJESTIC CT‐118.882144060 34.2770892758 CONCRETE 5/28/1987 25 100 UG 1987 Y12171539 2068658909771478342LS‐13006886E 9500L HPSV 35 MOORPARK AVE E/S 200' S/O LOS ANGELES AVE‐118.882133183 34.2784861339 CONCRETE 1/1/1920 25 100 UG 1957 Y12191539 2068658913801478342LS‐1 3006888E 22000L HPSV 35 L A AVE S/S 225' E/O MOORPARK AVE‐118.881490863 34.2789793680 CONCRETE 5/28/1987 29 200 UG 1987 Y12191539 2068658913811478342LS‐1 3006889E 22000L HPSV 35 L A AVE S/S 395' E/O MOORPARK AVE‐118.880907613 34.2789946279 CONCRETE 5/28/1987 29 200 UG 1987 Y12151542 2068658900631478342LS‐1 3006921E 5800L HPSV 35 LAURELHURST RD E/S 340, S/O C/L PEACHILL RD‐118.868897016 34.2706155768 CONCRETE 7/2/1986 25 70 UG 1986 Y12131545 2068658907901478342LS‐1 3006940E 9500L HPSV 35 MOORPARK RD 100' N/O CHRISTIAN BARRETT‐118.866619470 34.2658304087 CONCRETE 9/11/1986 29 100 UG 1986 Y12251551 2068658910641478342LS‐1 3006970E 9500L HPSV 35 COLLINS DR ES 580' S/O HEARON DR‐118.84237493934.2992621685 CONCRETE 12/2/1987 29 100 UG 1987 Y12251551 2068658910651478342LS‐1 3006971E 9500L HPSV 35 COLLINS DR WS 400' S/O HEARON DR‐118.842584183 34.2997242187 CONCRETE 12/2/1987 29 100 UG 1987 Y12251551 2068658910661478342LS‐1 3006972E 9500L HPSV 35 COLLINS DR ES 300' S/O HEARON DR‐118.842486602 34.3000164096 CONCRETE 12/2/1987 29 100 UG 1987 Y12251551 2068678715471478342LS‐1 3006974E 9500L HPSV 35 HEARON DR SS AT COLLINS DR‐118.842412356 34.3007729899 CONCRETE 12/2/1987 29 100 UG 1987 Y12251551 2068658910851478342LS‐1 3006975E 9500L HPSV 35 COLLINS DR ES 40' N/O HEARON DR‐118.842363483 34.3009285839 CONCRETE 12/2/1987 29 100 UG 1987 Y12251551 2068658910681478342LS‐1 3006976E 9500L HPSV 35 HRARON DR SS 240' W/O COLLINS DR‐118.843044379 34.3012610092 CONCRETE 12/2/1987 29 100 UG 1987 Y221
12131539 2068658907461478342LS‐1 3007017E 9500L HPSV 35 TIERRA REJADA CNTR @ BROOKHURST‐118.883866414 34.2632326584 CONCRETE 9/9/1987 29 100 UG 1987 Y12131539 2068658907481478342LS‐1 3007018E 9500L HPSV 35 TIERRA REJADA RD CNTR 100' E/O BROOKHURST‐118.883420626 34.2632226360 CONCRETE 9/9/1987 29 100 UG 1987 Y12131539 2068658907521478342LS‐1 3007020E 9500L HPSV 35 TIERRA REJADA CNTR 250' W/O PHEASANT RUN‐118.882182652 34.2632100055 CONCRETE 9/9/1987 29 100 UG 1987 Y12131539 2068658907541478342LS‐1 3007021E 9500L HPSV 35 TIERRA REJADA CNTR 30' W/O PHEASANT RUN‐118.881476303 34.2632089326 CONCRETE 9/9/1987 29 100 UG 1987 Y12131539 2068658907661478342LS‐1 3007022E 16000L HPSV 35 TIERRA REJADA CNTR 40' E/O PHEASANT RUN‐118.881219333 34.2632107441 CONCRETE 9/9/1987 29 150 UG 1987 Y12131539 2068658907671478342LS‐1 3007023E 9500L HPSV 35 TIERRA REJADA CNTR 200' E/O PHEASANT RUN‐118.880562892 34.2632066976 CONCRETE 10/7/1987 29 100 UG 1987 Y12131539 2068658896601478342LS‐1 3007252E 5800L HPSV 35 WALNUT CREEK E/S 263' N/O TIERRA REJADA‐118.88663854134.2640394294 CONCRETE 12/13/1986 25 70 UG 1986 Y12191542 2068658909781478342LS‐1 3007267E 9500L HPSV 35 E/S MOORPARK RD 25' S/O ROBERTS AVENUE‐118.874880194 34.2810557239 CONCRETE 8/24/1987 25 100 UG 1987 Y12191542 2068658909801478342LS‐1 3007268E 9500L HPSV 35 E/S MOORPARK RD 150' N/O ROBERTS AVENUE‐118.874887908 34.2815341959 CONCRETE 8/24/1987 25 100 UG 1987 Y12191542 2068658913821478342LS‐1 3007269E 9500L HPSV 35 E/S MOORPARK RD 275' N/O ROBERTS AVENUE‐118.874881596 34.2818660271 CONCRETE 8/24/1987 25 100 UG 1987 Y12151539 2068658894551478342LS‐1 3008046E 4000L HPSV 35 COUNTRY MEADOW ST 200' N/O KNOTTY PINE ST‐118.885151087 34.2692280068 CONCRETE 1/1/1920 31 50 UG 1957 Y12131539 2068658897521478342LS‐1 3042686E 5800L HPSV 35 SLEEPY WIND NS @ PHEASANT RUN‐118.881168909 34.2645364064 CONCRETE 7/8/1987 25 70 UG 1987 Y12211539 2068658902911478342LS‐1 328408E 5800L HPSV 35 MOORPARK AVE N/E EVERETT ST‐118.88258020234.2877204876 WOOD 5/10/1956 50 70 OH 1957 N12191539 2068665639181478342LS‐1 328689E 5800L HPSV 35 1ST ST N/S E/O MOORPARK RD‐118.881115256 34.2842804520 WOOD 1/1/1928 40 70 OH 1957 N12131539 2068658897531478342LS‐1 4032051E 5800L HPSV 35 BLAIRWOOD W/S 40' S/O SPRINGTIME LN‐118.878163731 34.2636272576 CONCRETE 12/16/1987 25 70 UG 1987 Y12131539 2068658897541478342LS‐1 4032052E 5800L HPSV 35 BLAIRWOOD S/S 240 E/O SPRINGTIME LN‐118.877563631 34.2634506422 CONCRETE 12/16/1987 25 70 UG 1987 Y12131542 2068658897551478342LS‐1 4032053E 5800L HPSV 35 BLAIRWOOD S/S 90' W/O ASHBOURNE LN‐118.876777787 34.2635634272 CONCRETE 12/16/1987 25 70 UG 1987 Y12131542 2068658897561478342LS‐1 4032054E 5800L HPSV 35 ASHBOURNE LN W/S 20' S/O BLAIRWOOD‐118.876595465 34.2636444111 CONCRETE 4/18/1988 25 70 UG 1988 Y12131542 2068658897571478342LS‐1 4032055E 5800L HPSV 35 TRAILCREST DR W/S 135' N/O BLAIRWOOD‐118.876631914 34.2641235796 CONCRETE 9/9/1987 25 70 UG 1987 Y12131542 2068658897581478342LS‐14032056E 5800L HPSV 35 TRAILCREST DR W/S 20' S/O ELMROCK‐118.876356985 34.2646402694 CONCRETE 9/9/1987 25 70 UG 1987 Y12131542 2068658897591478342LS‐1 4032057E 5800L HPSV 35 TRAILCREST DR E/S, 135' N/O ELMROCK‐118.875809144 34.2648938614 CONCRETE 9/9/1987 25 70 UG 1987 Y12131542 2068658897601478342LS‐1 4032058E 5800L HPSV 35 TRAILCREST DR E/S 20' N/O GREENBUSH‐118.875619654 34.2654669345 CONCRETE 9/9/1987 25 70 UG 1987 Y12131542 2068658897611478342LS‐1 4032059E 5800L HPSV 35 TRAILCREST DR E/S 180' N/O GREENBUSH‐118.875656489 34.2659135340 CONCRETE 9/9/1987 25 70 UG 1987 Y12131542 2068658897621478342LS‐1 4032060E 5800L HPSV 35 ELMROCK N/S 60' W/O TRAILCREST‐118.876308898 34.2647771340 CONCRETE 9/9/1987 25 70 UG 1987 Y12131539 2068658897631478342LS‐1 4032061E 5800L HPSV 35 SUMMERSHSDE LN E/S 30' S/O ELMROCK‐118.877528796 34.2651077513 CONCRETE 4/18/1988 25 70 UG 1988 Y12131539 2068658897641478342LS‐1 4032062E 5800L HPSV 35 SUMMERSHADE LN W/S 150' S/O ELMROCK‐118.87765662134.2646002082 CONCRETE 1/8/1988 25 70 UG 1988 Y12131539 2068658897651478342LS‐1 4032063E 5800L HPSV 35 VINEWOOD S/S 150' E/O CHRISTIAN BARRETT‐118.877632641 34.2658872982 CONCRETE 4/18/1988 25 70 UG 1988 Y12131542 2068658897661478342LS‐1 4032064E 5800L HPSV 35 VINEWOOD 360' E/O CHRISTIAN BARRETT‐118.877045226 34.2657774559 CONCRETE 4/18/1988 25 70 UG 1988 Y12131539 2068658897671478342LS‐1 4032065E 5800L HPSV 35 ELMROCK N/S 45' E/O BLAIRWOOD‐118.878358845 34.2651682178 CONCRETE 1/8/1988 25 70 UG 1988 Y12131542 2068658897681478342LS‐1 4032066E 5800L HPSV 35 ELMROCK N/S 240' W/O TRAILCREST‐118.876811885 34.2651429059 CONCRETE 1/8/1988 25 70 UG 1988 Y12131536 2068658896611478342LS‐1 4032067E 5800L HPSV 35 HEATHERWOOD HOLLOW AT ALDER GROVE‐118.890631050 34.2639604797 CONCRETE 12/21/1987 25 70 UG 1987 Y12131536 2068658898601478342LS‐1 4032382E 5800L HPSV 35 ALDERBROOK @ MAPLE GROVE‐118.894435012 34.2664935155 CONCRETE 8/25/1987 25 70 UG 1987 Y12131536 2068658898611478342LS‐1 4032383E 5800L HPSV 35 ALDERBROOK WS 240' N/O BUBBLINGBROOK‐118.894772645 34.2660061618 CONCRETE 8/25/1987 25 70 UG 1987 Y12131536 2068658895551478342LS‐1 4032384E 5800L HPSV 35 ALDERBROOK 120' N/O BUBBLINGBROOK‐118.89482323134.2655699870 CONCRETE 8/25/1987 25 70 UG 1987 Y12131536 2068658895561478342LS‐1 4032385E 5800L HPSV 35 BUBBLING BROOK @ ALDERBROOK‐118.895027518 34.2651448708 CONCRETE 8/25/1987 25 70 UG 1987 Y12131536 2068658895571478342LS‐1 4032386E 5800L HPSV 35 ALDERBROOK 120' S/O BUBBLINGBROOK‐118.894958821 34.2647579989 CONCRETE 8/25/1987 25 70 UG 1987 Y12131533 2068658895581478342LS‐1 4032387E 5800L HPSV 35 BUBBLINGBROOK NS 15' E/O ALDERBROOK‐118.897369620 34.2652674066 CONCRETE 2/9/1988 25 70 UG 1988 Y12131536 2068658895591478342LS‐1 4032388E 5800L HPSV 35 BUBBLINGBROOK SS 200' E/O ALDERBROOK‐118.896834209 34.2651024741 CONCRETE 2/9/1988 25 70 UG 1988 Y12131536 2068658895601478342LS‐1 4032389E 5800L HPSV 35 BUBBLINGBROOK NS 400' E/O ALDERBROOK‐118.896172259 34.2651325660 CONCRETE 2/9/1988 25 70 UG 1988 Y12131536 2068658895611478342LS‐1 4032390E 5800L HPSV 35 BUBBLINGBROOK SS 600' E/O ALDERBROOK‐118.895475821 34.2650199322 CONCRETE 2/9/1988 25 70 UG 1988 Y12171533 2068658902001478342LS‐1 4032391E 5800L HPSV 35 POPPYGLEN NS 280' E/O HOLLYGLEN‐118.905041458 34.2779222953 CONCRETE 5/28/1987 25 70 UG 1987 Y12111533 2068658895621478342LS‐1 4032402E 5800L HPSV 35 SILVER CREST 220' S/O MAPLE CREST ES‐118.89823277834.2617256232 CONCRETE 12/16/1987 25 70 UG 1987 Y12111533 2068658895631478342LS‐1 4032403E 5800L HPSV 35 SILVER CREST NS 440' S/O MAPLE CREST‐118.897585279 34.2616190107 CONCRETE 12/16/1987 25 70 UG 1987 Y12111536 2068658895641478342LS‐1 4032404E 5800L HPSV 35 SILVER CREST SS 500' S/O MAPLE CREST‐118.896939491 34.2614101750 CONCRETE 12/16/1987 25 70 UG 1987 Y12111536 2068658895651478342LS‐1 4032405E 5800L HPSV 35 SILVER CREST NS 600' S/O MAPLE CREST‐118.896209974 34.2612788224 CONCRETE 12/16/1987 25 70 UG 1987 Y12111536 2068658895661478342LS‐1 4032406E 5800L HPSV 35 SILVER CREST NS 600' S/O MAPLE CREST‐118.895491875 34.2611347043 CONCRETE 12/16/1987 25 70 UG 1987 Y12271551 2068658910691478342LS‐1 4032431E 9500L HPSV 35 MONROE NS 180' W/O HEARON‐118.844277120 34.3020662252 CONCRETE 8/25/1987 25 100 UG 1987 Y12271551 2068658910701478342LS‐1 4032432E 9500L HPSV 35 MONROE @ HEARON‐118.843731671 34.3019969472 CONCRETE 7/8/1987 25 100 UG 1987 Y12271551 2068658912111478342LS‐1 4032433E 9500L HPSV 35 HEARON @ MONROE‐118.84375670634.3020917288 CONCRETE 7/8/1987 25 100 UG 1987 Y12271551 2068658910711478342LS‐1 4032434E 9500L HPSV 35 HEARON ES 250 S/O STANLEY‐118.843842637 34.3027295379 CONCRETE 7/8/1987 25 100 UG 1987 Y12271551 2068658910721478342LS‐1 4032435E 9500L HPSV 35 HEARON @ STANLEY‐118.843810320 34.3033487469 CONCRETE 7/8/1987 25 100 UG 1987 Y12271551 2068658905711478342LS‐1 4032436E 5800L HPSV 35 SOSNA @ HEARON‐118.843564804 34.3037742885 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068658905721478342LS‐1 4032437E 5800L HPSV 35 THIONNET END OF ST‐118.842834907 34.3039409604 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068658905731478342LS‐1 4032438E 5800L HPSV 35 THIONNET @ HEARON‐118.843172560 34.3041941729 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068658906901478342LS‐1 4032439E 5800L HPSV 35 BITNER @ HEARON‐118.843150411 34.3046287642 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068658906911478342LS‐1 4032440E 5800L HPSV 35 BITNER END OF ST‐118.843663365 34.3049060093 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068658910731478342LS‐1 4032441E 9500L HPSV 35 HEARON @ BITNER‐118.843010171 34.3046283854 CONCRETE 7/8/1987 25 100 UG 1987 Y12271551 2068658905741478342LS‐1 4032442E 5800L HPSV 35 RAINS @ HEARON‐118.842659666 34.3053023604 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068658905781478342LS‐1 4032443E 5800L HPSV 35 END OF MAHAN‐118.842216334 34.3046951457 CONCRETE 7/8/1987 25 70 UG 1987 Y122715512068658905991478342LS‐1 4032444E 5800L HPSV 35 RAINS END OF ST‐118.843625793 34.3058797108 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068679488021478342LS‐1 4032445E 5800L HPSV 35 RAINS NS 170 E/O HEARON‐118.843019240 34.3055986090 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068658906021478342LS‐1 4032447E 5800L HPSV 35 SIETZ SS 170' E/O HEARON‐118.841582154 34.3055716473 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068679459521478342LS‐1 4032448E 5800L HPSV 35 SIETZ SS 350' W/O HEARON‐118.842902579 34.3064549942 CONCRETE 4/21/1987 65 70 UG 1987 Y12271551 2068658906001478342LS‐1 4032449E 5800L HPSV 35 END OF SIETZ‐118.843341689 34.3067541766 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068658906031478342LS‐1 4032450E 5800L HPSV 35 SIETZ NS 160 W/O HEARON‐118.842322764 34.3062865573 CONCRETE 7/8/1987 25 70 UG 1987 Y12131536 2068658908921478342LS‐1 4032451E 9500L HPSV 35 MTN MEADOW DR ES 500' N/O ALDER GROVE‐118.894095375 34.2658315318 CONCRETE 8/12/1987 25 100 UG 1987 Y12131536 2068658907151478342LS‐1 4032452E 9500L HPSV 35 MTN MEADOW DR ES 140' N/O ALDER GROVE‐118.89412362734.2648764499 CONCRETE 8/12/1987 25 100 UG 1987 Y12131536 2068658895671478342LS‐1 4032453E 5800L HPSV 35 ALDER GROVE NS AT MTN MEADOW DR‐118.894040098 34.2645267261 CONCRETE 8/12/1987 25 70 UG 1987 Y12131536 2068658907161478342LS‐1 4032454E 9500L HPSV 35 MTN MEADOW DR WS AT ALDER GROVE‐118.894181475 34.2644394944 CONCRETE 8/12/1987 25 100 UG 1987 Y12131536 2068658895681478342LS‐1 4032455E 5800L HPSV 35 ALDER GROVE SS 185' E/O MTN MEADOW DR‐118.893525145 34.2645225238 CONCRETE 8/12/1987 25 70 UG 1987 Y12131536 2068658906541478342LS‐1 4032456E 5800L HPSV 35 ALDER GROVE NS 100' W/O PINE HOLLOW‐118.892731880 34.2644004088 CONCRETE 8/12/1987 25 70 UG 1987 Y12131536 2068658895691478342LS‐1 4032457E 5800L HPSV 35 ALDER GROVE SS 35' E/O PINE HOLLOW‐118.892376794 34.2641986106 CONCRETE 8/12/1987 25 70 UG 1987 Y12131536 2068658895701478342LS‐1 4032458E 5800L HPSV 35 PINE HOLLOW ES 45' S/O LONDON GROVE‐118.89224661334.2649185316 CONCRETE 8/12/1987 25 70 UG 1987 Y12131536 2068658895711478342LS‐1 4032459E 5800L HPSV 35 LONDON GROVE 25' W/O PINE HOLLOW‐118.892400697 34.2649705873 CONCRETE 8/12/1987 25 70 UG 1987 Y12131536 2068658895721478342LS‐1 4032460E 5800L HPSV 35 LONDON GROVE NS 280' W/O PINE HOLLOW‐118.893130150 34.2653286492 CONCRETE 8/12/1987 25 70 UG 1987 Y12131536 2068658895731478342LS‐1 4032461E 5800L HPSV 35 LONDON GROVE W/END OF ST‐118.893872368 34.2654793623 CONCRETE 8/12/1987 25 70 UG 1987 Y12131536 2068658895741478342LS‐1 4032485E 5800L HPSV 35 PINE HOLLOW WS 35' N/O ALDER GROVE‐118.892515980 34.2643374876 CONCRETE 8/12/1987 25 70 UG 1987 Y12131536 2068658895751478342LS‐1 4032486E 5800L HPSV 35 LITTLE HOLLOW W/S 25' N/O ALDER GROVE‐118.891532119 34.2642215737 CONCRETE 11/9/1987 25 70 UG 1987 Y12131536 2068658895761478342LS‐1 4032487E 5800L HPSV 35 LITTLE HOLLOW ES 250' N/O ALDER GROVE‐118.89119651034.2647004943 CONCRETE 11/9/1987 25 70 UG 1987 Y12131536 2068658906551478342LS‐1 4032488E 5800L HPSV 35 LITTLE HOLLOW END OF ST‐118.890653592 34.2652802023 CONCRETE 11/9/1987 25 70 UG 1987 Y12131536 2068658895771478342LS‐1 4032489E 5800L HPSV 35 ALDER GROVE SS AT LITTLE HOLLOW‐118.891447387 34.2641173748 CONCRETE 11/9/1987 25 70 UG 1987 Y222
12131536 2068658896621478342LS‐1 4032490E 5800L HPSV 35 ALDER GROVE SS AT HEATHERWOOD HOLLOW‐118.890832406 34.2639441675 CONCRETE 11/9/1987 25 70 UG 1987 Y12131536 2068658896631478342LS‐1 4032491E 5800L HPSV 35 MISTY GROVE N/W & HEATHERWOOD HOLLOW‐118.890086337 34.2646581284 CONCRETE 11/9/1987 25 70 UG 1987 Y12131536 2068658896641478342LS‐1 4032492E 5800L HPSV 35 MISTY GROVE NS 250' E/O HEATHERWOOD HOLLOW‐118.889527513 34.2641438073 CONCRETE 11/9/1987 25 70 UG 1987 Y12131536 2068658896651478342LS‐1 4032493E 5800L HPSV 35 MISTY GROVE SS 380 E/O HEATHERWOOD HOLLOW‐118.889223731 34.2638130446 CONCRETE 11/9/1987 25 70 UG 1987 Y12131536 2068658896661478342LS‐1 4032494E 5800L HPSV 35 MISTY GROVE NS 580' E/O HEATHERWOOD HOLLOW‐118.888579586 34.2635856857 CONCRETE 11/9/1987 25 70 UG 1987 Y12131536 2068658896671478342LS‐1 4032495E 5800L HPSV 35 MISTY GROVE NS 210 W/OWALNUT CREEK‐118.887854010 34.2632100714 CONCRETE 11/9/1987 25 70 UG 1987 Y12131536 2068658896681478342LS‐1 4032496E 5800L HPSV 35 MISTY GROVE SS AT WALNUT CREEK‐118.88737970334.2629787682 CONCRETE 11/9/1987 25 70 UG 1987 Y12131536 2068658896691478342LS‐1 4032497E 5800L HPSV 35 BEECH GROVE CT END OF ST‐118.890203821 34.2639252683 CONCRETE 12/21/1987 25 70 UG 1987 Y12131536 2068658896701478342LS‐1 4032498E 5800L HPSV 35 BEECH GROVE CT NS 360' S/O MISTY GROVE‐118.889582551 34.2635454642 CONCRETE 12/21/1987 25 70 UG 1987 Y12131536 2068658896711478342LS‐1 4032499E 5800L HPSV 35 BEECH GROVE CT SS 240' S/O MISTY GROVE‐118.888951553 34.2631104186 CONCRETE 12/21/1987 25 70 UG 1987 Y12131536 2068658896721478342LS‐1 4032500E 5800L HPSV 35 BEECH GROVE CT 15' S/O MISTY GROVE‐118.888582216 34.2634529927 CONCRETE 12/21/1987 25 70 UG 1987 Y12271551 2068658911111478342LS‐1 4032651E 9500L HPSV 35 HEARON 140' N/O SIETZ ES‐118.841542984 34.3062271138 CONCRETE 7/8/1987 25 100 UG 1987 Y12271551 2068658906041478342LS‐1 4032652E 5800L HPSV 35 BRAUN 130' E/O HEARON‐118.84096308734.3063215802 CONCRETE 8/25/1987 25 70 UG 1987 Y12271551 2068658906051478342LS‐1 4032653E 5800L HPSV 35 BRAUN SS 500' E/O HEARON‐118.839863203 34.3058770978 CONCRETE 8/25/1987 25 70 UG 1987 Y12271551 2068658906061478342LS‐1 4032654E 5800L HPSV 35 BRAUN END OF ST‐118.839438855 34.3058156536 CONCRETE 8/25/1987 25 70 UG 1987 Y12271551 2068658906071478342LS‐1 4032655E 5800L HPSV 35 BRAUN NS 240' E/O HEARON‐118.840535420 34.3062627432 CONCRETE 8/25/1987 25 70 UG 1987 Y12271551 2068658906081478342LS‐1 4032656E 5800L HPSV 35 BRAUN @ HEARON‐118.841106580 34.3066129889 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068658906091478342LS‐1 4032657E 5800L HPSV 35 BRAUN @ HEARON‐118.841287722 34.3066342887 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068680453341478342LS‐1 4032658E 5800L HPSV 35 BRAUN NS 200' W/O HEARON‐118.841702336 34.3070018151 CONCRETE 8/25/1987 25 70 UG 1987 Y12271551 2068658906111478342LS‐1 4032659E 5800L HPSV 35 BRAUN SS 450' W/O HARON‐118.842489898 34.3072887839 CONCRETE 8/25/1987 25 70 UG 1987 Y12291551 2068658906011478342LS‐1 4032660E 5800L HPSV 35 BRAUN NS 650' W/O HEARON‐118.842842988 34.3078142770 CONCRETE 8/25/1987 25 70 UG 1987 Y12271551 2068658911121478342LS‐1 4032661E 9500L HPSV 35 HEARON 150' N/O BRAUN‐118.84082469134.3068724182 CONCRETE 8/25/1987 25 100 UG 1987 Y12111539 2068658897691478342LS‐1 4032666E 5800L HPSV 35 THOMASVILLE SS 280' S/O WESTPORT‐118.880821231 34.2616766867 CONCRETE 10/20/1987 25 70 UG 1987 Y12111539 2068658897701478342LS‐1 4032667E 5800L HPSV 35 THOMASVILLE NS 320' S/O WESTPORT‐118.880323380 34.2617096892 CONCRETE 10/20/1987 25 70 UG 1987 Y12111539 2068658897711478342LS‐1 4032668E 5800L HPSV 35 THOMASVILLE NS 520' S/O WEST PORT‐118.879838055 34.2616204498 CONCRETE 10/20/1987 25 70 UG 1987 Y12111539 2068658897721478342LS‐1 4032669E 5800L HPSV 35 THOMASVILLE WS 160' S/O WESTPORT‐118.880956679 34.2620914293 CONCRETE 10/20/1987 25 70 UG 1987 Y12131539 2068658897741478342LS‐1 4032672E 5800L HPSV 35 WESTPORT NS 60' E/O THOMASVILLE‐118.880723643 34.2625589562 CONCRETE 8/24/1987 25 70 UG 1987 Y12131539 2068658897751478342LS‐1 4032673E 5800L HPSV 35 WESTPORT NS 230' E/O THOMASVILLE‐118.880101316 34.2625092892 CONCRETE 8/24/1987 25 70 UG 1987 Y12111539 2068658897761478342LS‐1 4032674E 5800L HPSV 35 WESTPORT SS 420' E/O THOMASVILLE‐118.879532516 34.2623776434 CONCRETE 10/20/1987 25 70 UG 1987 Y12131539 2068658907711478342LS‐14032675E 9500L HPSV 35 PHEASANT RUN @ TIERRA REJADA‐118.881297347 34.2631516259 CONCRETE 8/24/1987 25 100 UG 1987 Y12131539 2068658897771478342LS‐1 4032676E 5800L HPSV 35 VIEW MESA @ PHEASANT RUN‐118.881476035 34.2636434759 CONCRETE 7/8/1987 25 70 UG 1987 Y12131539 2068658897781478342LS‐1 4032680E 5800L HPSV 35 VIEW MESA @ PHEASANT RUN‐118.881199685 34.2637149651 CONCRETE 7/8/1987 25 70 UG 1987 Y12131539 2068658897791478342LS‐1 4032681E 5800L HPSV 35 VIEW MESA 200' E/O PHEASANT RUN‐118.880640861 34.2636201556 CONCRETE 7/8/1987 25 70 UG 1987 Y12131539 2068658897801478342LS‐1 4032682E 5800L HPSV 35 VIEW MESA SS 380' E/O PHEASANT RUN‐118.880054936 34.2636541606 CONCRETE 7/8/1987 25 70 UG 1987 Y12131539 2068658897811478342LS‐1 4032683E 5800L HPSV 35 VIEW MESA 500' E/O PHEASANT RUN‐118.879558534 34.2636669520 CONCRETE 7/8/1987 25 70 UG 1987 Y12131539 2068658897821478342LS‐1 4032684E 5800L HPSV 35 PEACH HILL WS 100' N/O TIERRA REJADA‐118.879032288 34.2635718777 CONCRETE 10/20/1987 25 70 UG 1987 Y121315392068658907731478342LS‐1 4032685E 9500L HPSV 35 PHEASANT RUN ES @ SLEEPY WIND‐118.881199769 34.2644225699 CONCRETE 10/20/1987 25 100 UG 1987 Y12131539 2068658897831478342LS‐1 4032687E 5800L HPSV 35 SLEEPY WIND SS 250' E/O PHEASANT RUN‐118.880517614 34.2645422892 CONCRETE 7/8/1987 25 70 UG 1987 Y12131539 2068658897841478342LS‐1 4032688E 5800L HPSV 35 SLEEPY WIND NS 390' E/O PHEASANT RUN‐118.879966884 34.2646142977 CONCRETE 7/8/1987 25 70 UG 1987 Y12131539 2068658897851478342LS‐1 4032689E 5800L HPSV 35 SLEEPY WIND SS 520' E/O PHEASANT RUN‐118.879549685 34.2644632978 CONCRETE 7/8/1987 25 70 UG 1987 Y12131539 2068658897871478342LS‐1 4032691E 5800L HPSV 35 PEACH HILL WS 320' N/O TIERRA REJADA‐118.878995541 34.2640499474 CONCRETE 3/19/1987 25 70 UG 1987 Y12131539 2068658897881478342LS‐1 4032692E 5800L HPSV 35 PEACH HILL ES 100' S/O SILVER CREEK‐118.879014602 34.2651262771 CONCRETE 10/20/1987 25 70 UG 1987 Y12131539 2068658897891478342LS‐14032693E 5800L HPSV 35 SILVER CREEK 500' E/O PEACH HILL‐118.880777633 34.2652491846 CONCRETE 10/20/1987 25 70 UG 1987 Y12131539 2068658897901478342LS‐1 4032694E 5800L HPSV 35 SILVER CREEK NS 340' E/O PEACH HILL‐118.880153689 34.2653500825 CONCRETE 10/20/1987 25 70 UG 1987 Y12131539 2068658897911478342LS‐1 4032695E 5800L HPSV 35 SILVER CREEK SS 200' E/O PEACH HILL‐118.879578360 34.2652806839 CONCRETE 10/20/1987 25 70 UG 1987 Y12131539 2068658897921478342LS‐1 4032696E 5800L HPSV 35 PEACH HILL @ SILVER CREEK‐118.879059133 34.2653248341 CONCRETE 10/20/1987 25 70 UG 1987 Y12131539 2068658897931478342LS‐1 4032697E 5800L HPSV 35 PEACH HILL 50' N/O SILVER CREEK‐118.879027252 34.2654945753 CONCRETE 10/20/1987 25 70 UG 1987 Y12271551 2068658905761478342LS‐1 4032698E 5800L HPSV 35 STANLEY CT @ HEARON‐118.843659395 34.3033756714 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068658910741478342LS‐1 4032699E 9500L HPSV 35 HEARON @ SOSNA‐118.843413611 34.3037938327 CONCRETE 7/8/1987 25 100 UG 1987 Y12271551 2068664150321478342LS‐1 4032700E 5800L HPSV 35 MAHAN @ HARON‐118.84268719134.3051095642 CONCRETE 8/25/1987 25 70 UG 1987 Y12131536 2068658898621478342LS‐1 4032901E 5800L HPSV 35 RIVER GROVE END OF ST‐118.896777143 34.2666501028 CONCRETE 4/29/1987 25 70 UG 1987 Y12131536 2068658898631478342LS‐1 4032902E 5800L HPSV 35 RIVER GROVECT SS 520' W/O ALDERBROOK‐118.896173202 34.2666907846 CONCRETE 4/29/1987 25 70 UG 1987 Y12131536 2068658898641478342LS‐1 4032903E 5800L HPSV 35 RIVER GROVE CT NS 400' W/O ALDERBROOK‐118.895671740 34.2668362506 CONCRETE 4/29/1987 25 70 UG 1987 Y12131536 2068658898651478342LS‐1 4032904E 5800L HPSV 35 RIVER GROVE SS 160' W/O ALDERBROOK‐118.895069462 34.2666703243 CONCRETE 4/29/1987 25 70 UG 1987 Y12131536 2068658898661478342LS‐1 4032905E 5800L HPSV 35 RIVER GROVE NS @ ALDERBROOK‐118.894464430 34.2666275104 CONCRETE 4/29/1987 25 70 UG 1987 Y12131533 2068658898671478342LS‐1 4032908E 5800L HPSV 35 CEADER SPRINGS ES 300' N/O HONEY BROOK‐118.898448961 34.2669953699 CONCRETE 9/23/1988 25 70 UG 1988 Y12131533 2068658898691478342LS‐1 4032909E 5800L HPSV 35 CEADER SPRINGS WS 110' N/O HONEY BROOK‐118.89839127134.2664071882 CONCRETE 3/18/1988 25 70 UG 1988 Y12131533 2068663822711478342LS‐1 4032910E 4000L HPSV 35 CEDAR SPRINGS ST W/S 125' W/O ALDERBROOK ST‐118.898060652 34.2658518991 CONCRETE 1/1/1920 31 50 UG 1957 Y12131533 2068658898701478342LS‐1 4032911E 5800L HPSV 35 HONEY BROOK NS AT CEADER SPRINGS‐118.897914235 34.2659545685 CONCRETE 3/18/1988 25 70 UG 1988 Y12131533 2068658898711478342LS‐1 4032912E 5800L HPSV 35 ALDERBROOK WS 185' N/O HONEY BROOK‐118.897698986 34.2660225368 CONCRETE 3/18/1988 25 70 UG 1988 Y12131533 2068658898721478342LS‐1 4032913E 5800L HPSV 35 ALDERBROOK N‐END‐118.897743920 34.2664609547 CONCRETE 3/18/1988 25 70 UG 1988 Y12131533 2068658898731478342LS‐1 4032914E 5800L HPSV 35 ALDERBROOK ES AT HONEY BROOK‐118.897492398 34.2658927111 CONCRETE 3/18/1988 25 70 UG 1988 Y12131536 2068658898741478342LS‐1 4032915E 5800L HPSV 35 HONEY BROOK NS 100' E/OALDERBROOK‐118.897212289 34.2660471605 CONCRETE 3/18/1988 25 70 UG 1988 Y12131536 2068658895781478342LS‐1 4032916E 5800L HPSV 35 HONEY BROOK SS 300' E/O ALDERBROOK‐118.89663199134.2658708567 CONCRETE 3/18/1988 25 70 UG 1988 Y12131536 2068658898751478342LS‐1 4032917E 5800L HPSV 35 HONEY BROOK NS 480' E/O ALDERBROOK‐118.896064557 34.2659480217 CONCRETE 3/18/1988 25 70 UG 1988 Y12131536 2068658898761478342LS‐1 4032918E 5800L HPSV 35 HONEY BROOK E‐ END OF ST‐118.895432572 34.2660428740 CONCRETE 3/18/1988 25 70 UG 1988 Y12131539 2068658907741478342LS‐1 4032924E 9500L HPSV 35 PHEASANT RUN WS 60' N/O VIEW MESA‐118.881362533 34.2638346814 CONCRETE 11/9/1987 25 100 UG 1987 Y12131539 2068658896291478342LS‐1 4032925E 5800L HPSV 35 VIEW MESA NS 200' W/O PHEASANT RUN‐118.882049577 34.2637534788 CONCRETE 7/8/1987 25 70 UG 1987 Y12131539 2068658897951478342LS‐1 4032948E 5800L HPSV 35 BLAIRWOOD W/S 150' S/O CHRISTIAN BARRETT‐118.878620445 34.2656492382 CONCRETE 10/19/1987 25 70 UG 1987 Y12131539 2068658897961478342LS‐1 4032949E 5800L HPSV 35 BLAIRWOOD W/S 375' S/O CHRISTIAN BARRETT‐118.87858763834.2651231775 CONCRETE 1/8/1988 25 70 UG 1988 Y12131539 2068658897971478342LS‐1 4032950E 5800L HPSV 35 BLAIRWOOD W/S 210' S/O ELMROCK AV‐118.878593698 34.2640614530 CONCRETE 12/16/1987 25 70 UG 1987 Y12191539 2068658902661478342LS‐1 4046960E 5800L HPSV 35 MOORPARK AVE ALLEY E S/E COR OF ALLEY N OF 3RD ST‐118.881583631 34.2826450948 WOOD 9/26/1987 50 70 OH 1987 N12131533 2068658908481478342LS‐1 4046980E 9500L HPSV 35 MOUNTAIN TRAIL ST S/S 200' W/O MOUNTAIN MEADOW‐118.901975117 34.2660755356 CONCRETE 9/23/1988 29 100 UG 1988 Y12131533 2068658908491478342LS‐1 4046981E 9500L HPSV 35 MOUNTAIN MEADOW DR E/S AT MOUNTIAN TRAIL ST‐118.901314803 34.2662994876 CONCRETE 9/23/1988 29 100 UG 1988 Y12171536 2068658902271478342LS‐1 4047032E 5800L HPSV 35 LIBERTY BELL RD E/S AT UNIDOS AVE‐118.889020090 34.2776820429 CONCRETE 12/2/1988 25 70 UG 1988 Y12171536 2068658902281478342LS‐1 4047033E 5800L HPSV 35 UNIDOS AVE S/S, 140' E/O LIBERTY BELL RD‐118.88861674734.2775783135 CONCRETE 12/2/1988 25 70 UG 1988 Y12171539 2068658902291478342LS‐1 4047034E 5800L HPSV 35 UNIDOS AVE S/S, 80' W/O JUAREZ AVE‐118.887565080 34.2775624165 CONCRETE 12/2/1988 25 70 UG 1988 Y12171539 2068658902301478342LS‐1 4047035E 5800L HPSV 35 JUAREZ AVE W/S AT UNIDOS AVE‐118.887350737 34.2775424550 CONCRETE 12/2/1988 25 70 UG 1988 Y12171539 2068658901241478342LS‐1 4047036E 5800L HPSV 35 JAMES WEAK AVE N/S AT JUAREZ AVE‐118.887364324 34.2772851371 CONCRETE 12/2/1988 25 70 UG 1988 Y12171539 2068658901251478342LS‐1 4047037E 5800L HPSV 35 JAMES WEAK AVE S/S, 104' W/O JUAREZ AVE‐118.887626057 34.2772139410 CONCRETE 12/2/1988 25 70 UG 1988 Y12171536 2068658901261478342LS‐1 4047038E 5800L HPSV 35 JAMES WEAK AVE N/S, 240' E/O LIBERTY BELL RD‐118.88827454434.2773126319 CONCRETE 12/2/1988 25 70 UG 1988 Y223
12171536 2068658901271478342LS‐1 4047039E 5800L HPSV 35 JAMES WEAK AVE S/S, 104' E/O LIBERTY BELL RD‐118.888768636 34.2772478738 CONCRETE 12/2/1988 25 70 UG 1988 Y12171536 2068658901281478342LS‐1 4047040E 5800L HPSV 35 JAMES WEAK AVE N/S AT LIBERTY BELL RD‐118.889028586 34.2773438378 CONCRETE 12/2/1988 25 70 UG 1988 Y12171536 2068658901291478342LS‐1 4047041E 5800L HPSV 35 LIBERTY BELL RD E/S 96' S/O JAMES WEAK AVE‐118.889038176 34.2772139342 CONCRETE 12/2/1988 25 70 UG 1988 Y12171536 2068658901301478342LS‐1 4047042E 5800L HPSV 35 VILLA AVE N/S, AT LIBERTY BELL RD‐118.889003378 34.2766375865 CONCRETE 12/2/1988 25 70 UG 1988 Y12171536 2068658901311478342LS‐1 4047043E 5800L HPSV 35 VILLA AVE N/S 240' E/O LIBERTY BELL RD‐118.888281150 34.2766054624 CONCRETE 12/2/1988 25 70 UG 1988 Y12171539 2068658901321478342LS‐1 4047044E 5800L HPSV 35 VILLA AVE N/S AT JUAREZ AVE‐118.88732351734.2765734880 CONCRETE 12/2/1988 25 70 UG 1988 Y12171539 2068658901331478342LS‐1 4047045E 5800L HPSV 35 JUAREZ AVE E/S AT JAMES WEAK AVE‐118.887230147 34.2772372024 CONCRETE 12/2/1988 25 70 UG 1988 Y12171539 2068658901341478342LS‐1 4047046E 5800L HPSV 35 JUAREZ AVE E/S, 40' N/O VILLA AVE‐118.887183611 34.2766033434 CONCRETE 12/2/1988 25 70 UG 1988 Y12171539 2068658901351478342LS‐1 4047047E 5800L HPSV 35 JUAREZ AVE E/S 120' S/O VILLA AVE‐118.887194024 34.2761928453 CONCRETE 12/2/1988 25 70 UG 1988 Y12171539 2068658901361478342LS‐1 4047048E 5800L HPSV 35 JUAREZ AVE W/S AT VILLA AVE‐118.887333826 34.2764889268 CONCRETE 12/2/1988 25 70 UG 1988 Y12171539 2068658901371478342LS‐1 4047049E 5800L HPSV 35 VILLA AVE S/S 160' W/O JUAREZ AVE‐118.887735403 34.2765031639 CONCRETE 12/2/1988 25 70 UG 1988 Y12131536 2068658895791478342LS‐1 4047051E 5800L HPSV 35 HAVEN CREST ES @ WALNUT CREEK‐118.89337094934.2631710158 CONCRETE 3/18/1988 25 70 UG 1988 Y12131536 2068658907171478342LS‐1 4047052E 9500L HPSV 35 WALNUT CREEK SS 275' E/O HAVEN CREST‐118.892507938 34.2630272860 CONCRETE 2/17/1988 29 100 UG 1988 Y12131536 2068658911201478342LS‐1 4047053E 9500L HPSV 35 WALNUT CREEKSS 695' E/O HAVEN CREST‐118.890873335 34.2627054679 CONCRETE 2/28/1989 29 100 UG 1989 Y12111536 2068658907561478342LS‐1 4047054E 9500L HPSV 35 WALNUT CREEK SS 205 W/O ARBOR HILL‐118.889317486 34.2617540999 CONCRETE 8/12/1988 29 100 UG 1988 Y12111536 2068658896731478342LS‐1 4047055E 5800L HPSV 35 ARBOR HILL ES @ WALNUT CREEK‐118.888463748 34.2617424746 CONCRETE 2/28/1989 25 70 UG 1989 Y12211542 2068658912611478342LS‐1 4047078E 16000L HPSV 35 N/S L.A. AVE. 730' E/O MOORPARK RD.‐118.872537269 34.2858250579 CONCRETE 6/17/1987 25 150 UG 1987 Y12111542 2068678728971478342LS‐1 4047102E 9500L HPSV 35 TIERRA REJADA C/L, 1620' E/O HIDDEN PINES‐118.87207199834.2617149768 CONCRETE 3/10/1988 29 100 UG 1988 Y12111542 2068658911531478342LS‐1 4047104E 9500L HPSV 35 TIERRA REJADA C/L, 1275 E/O HIDDEN PINES‐118.873282543 34.2617207630 CONCRETE 3/10/1988 29 100 UG 1988 Y12111542 2068658911571478342LS‐1 4047106E 9500L HPSV 35 TIERRA REJADA C/L 580' E/O HIDDEN PINES‐118.874508929 34.2620644787 CONCRETE 3/10/1988 29 100 UG 1988 Y12111542 2068658907751478342LS‐1 4047107E 9500L HPSV 35 TIERRA REJADA C/L 405' E/O HIDDEN PINES‐118.875108575 34.2622838548 CONCRETE 3/10/1988 29 100 UG 1988 Y12111542 2068658907771478342LS‐1 4047108E 9500L HPSV 35 TIERRA REJADA C/L 215' E/O HIDDEN PINES‐118.875688286 34.2625031983 CONCRETE 3/10/1988 29 100 UG 1988 Y12131542 2068658907811478342LS‐1 4047110E 9500L HPSV 35 TIERRA REJADA C/L 60' W/O HIDDEN PINES‐118.876436426 34.2627758471 CONCRETE 3/10/1988 29 100 UG 1988 Y12131539 2068658907831478342LS‐1 4047112E 9500L HPSV 35 TIERRA REJADA C/L 360' W/O HIDDEN PINES‐118.87768756034.2630634449 CONCRETE 3/10/1988 29 100 UG 1988 Y12131533 2068658895801478342LS‐1 4047129E 5800L HPSV 35 BERRY BROOK CT N/S AT ALDERBROOK ST‐118.897386173 34.2644796432 CONCRETE 12/2/1987 25 70 UG 1987 Y12131536 2068658895811478342LS‐1 4047130E 5800L HPSV 35 BERRY BROOK CT S/S 185' E/O ALDERBROOK ST‐118.896793220 34.2643293727 CONCRETE 12/16/1987 25 70 UG 1987 Y12131536 2068679553291478342LS‐1 4047131E 5800L HPSV 35 BERRY BROOK CT N/S 450' E/O ALDERBROOK ST‐118.896008511 34.2642860776 CONCRETE 12/16/1987 25 70 UG 1987 Y12131536 2068658895831478342LS‐1 4047132E 5800L HPSV 35 BERRY BROOK CT AT END OF CUL‐DE‐SAC‐118.895268268 34.2642832491 CONCRETE 12/16/1987 25 70 UG 1987 Y12131536 2068658907181478342LS‐1 4047134E 9500L HPSV 35 MOUNTAIN MEADOW N/S 588' E/O CEDAR SPRINGS‐118.895903254 34.2628309735 CONCRETE 12/2/1987 29 100 UG 1987 Y12131536 2068658895841478342LS‐1 4047135E 5800L HPSV 35 S/S ADLERBROOK ST 156' E/O CURVE‐118.89669097134.2635430793 CONCRETE 12/2/1987 25 70 UG 1987 Y12131536 2068658911161478342LS‐1 4047136E 9500L HPSV 35 MOUNTAIN MEADOW DR N/S 204' E/O CEDAR SPRINGS‐118.897128079 34.2630347772 CONCRETE 12/2/1987 29 100 UG 1987 Y12131533 2068658907191478342LS‐1 4047138E 9500L HPSV 35 CEDAR SRPING ST W/S 184' N/O MOUNTAIN MEADOW‐118.897909578 34.2636169463 CONCRETE 12/2/1987 29 100 UG 1987 Y12131533 2068658907201478342LS‐1 4047139E 9500L HPSV 35 CEDAR SPRINGS ST E/S 384' N/O MOUNTAIN MEADOW‐118.897848160 34.2641673295 CONCRETE 12/2/1987 29 100 UG 1987 Y12131533 2068658907211478342LS‐1 4047140E 9500L HPSV 35 CEDAR SPRINGS ST W/S 584' N/O MOUNTAIN MEADOW‐118.898134241 34.2652395719 CONCRETE 12/2/1987 29 100 UG 1987 Y12131533 2068658907221478342LS‐1 4047141E 9500L HPSV 35 CEDAR SPRINGS ST E/S 780' N/O MOUNTAIN MEADOW‐118.89796672134.2654942954 CONCRETE 12/2/1987 29 100 UG 1987 Y12131533 2068658895851478342LS‐1 4047143E 5800L HPSV 35 ALDERBROOK ST W/S /C/O BUBBLING BROOK ST‐118.897532055 34.2652330862 CONCRETE 12/2/1987 25 70 UG 1987 Y12131533 2068658895861478342LS‐1 4047144E 5800L HPSV 35 ALDERBROOK ST W/S 420' S/O END OF STREET‐118.897624056 34.2648322199 CONCRETE 12/2/1987 25 70 UG 1987 Y12131533 2068658895871478342LS‐1 4047145E 5800L HPSV 35 ALDERBROOK ST W/S 620' S/O END OF STREET‐118.897515858 34.2643820678 CONCRETE 12/2/1987 25 70 UG 1987 Y12131536 2068658895881478342LS‐1 4047146E 5800L HPSV 35 ALDERBROOK ST W/S AT CURVE‐118.897195950 34.2637243311 CONCRETE 12/2/1987 25 70 UG 1987 Y12131536 2068658895891478342LS‐1 4047147E 5800L HPSV 35 ALDERBROOK ST N/S 148' W/O CURVE‐118.895976981 34.2635332209 CONCRETE 12/2/1987 25 70 UG 1987 Y12131536 2068658895901478342LS‐1 4047149E 5800L HPSV 35 ALDERBROOK ST S/S APPROX 696' S/O BUBBLING BROOK‐118.89532279034.2633668023 CONCRETE 10/28/1987 25 70 UG 1987 Y12131536 2068658895911478342LS‐1 4047150E 5800L HPSV 35 ALDERBROOK ST W/S APPROX 440' S/O BUBBLING BROOK‐118.894866417 34.2637744576 CONCRETE 10/28/1987 25 70 UG 1987 Y12131536 2068658895921478342LS‐1 4047152E 5800L HPSV 35 ALDERBROOK ST E/S APPROX 220' S/O BUBBLING BROOK‐118.894627474 34.2641771517 CONCRETE 10/28/1987 25 70 UG 1987 Y12131536 2068658896741478342LS‐1 4047173E 5800L HPSV 35 N/W COR CHERRYGROVE ST AND HEATHERWOOD‐118.891118247 34.2633281371 CONCRETE 1/8/1988 25 70 UG 1988 Y12131536 2068658895931478342LS‐1 4047174E 5800L HPSV 35 CHERRYGROVE ST N/S 190' W/O HEATHERWOOD‐118.891677868 34.2634111342 CONCRETE 1/8/1988 25 70 UG 1988 Y12131536 2068658895941478342LS‐1 4047175E 5800L HPSV 35 CHERRYGROVE ST N/S 600' W/O HEATHERWOOD‐118.892991943 34.2635757821 CONCRETE 1/8/1988 25 70 UG 1988 Y12131536 2068658907241478342LS‐1 4047176E 9500L HPSV 35 MTN MEADOW DR E/S 195' N/O WALNUT CREEK‐118.89385481734.2639348354 CONCRETE 1/8/1988 29 100 UG 1988 Y12131536 2068658906561478342LS‐1 4047177E 5800L HPSV 35 CHERRYGROVE ST 840' W/O HEATHERWOOD‐118.893613208 34.2636980816 CONCRETE 1/8/1988 25 70 UG 1988 Y12131536 2068658907251478342LS‐1 4047178E 9500L HPSV 35 WALNUT CREEK RD N/S 230' E/O MTN MEADOW‐118.893318172 34.2632607401 CONCRETE 1/8/1988 29 100 UG 1988 Y12131536 2068658907571478342LS‐1 4047179E 9500L HPSV 35 WALNUT CREEK RD N/S 720' E/O MTN MEADOW‐118.891731660 34.2629769525 CONCRETE 1/8/1988 29 100 UG 1988 Y12131536 2068658895951478342LS‐1 4047185E 5800L HPSV 35 CHERRYGROVE ST S/S 340' W/O HEATHERWOOD‐118.892324833 34.2633632812 CONCRETE 1/8/1988 25 70 UG 1988 Y12131536 2068658907581478342LS‐1 4047191E 9500L HPSV 35 WALNUT CREEK N/S 85' W/O MISTY GROVE‐118.887489022 34.2628280849 CONCRETE 1/8/1988 29 100 UG 1988 Y12131536 2068658907591478342LS‐1 4047192E 9500L HPSV 35 WALNUT CREEK N/S 300' W/O MISTY CREEK‐118.88772923134.2624395761 CONCRETE 1/8/1988 29 100 UG 1988 Y12111536 2068658907601478342LS‐1 4047193E 9500L HPSV 35 WALNUT CREEK 480' W/O MISTY GROVE‐118.888115842 34.2619978470 CONCRETE 1/8/1988 29 100 UG 1988 Y12111536 2068658907611478342LS‐1 4047194E 9500L HPSV 35 WALNUT CREEK 700' W/O MISTY GROVE‐118.888586770 34.2618243098 CONCRETE 1/8/1988 29 100 UG 1988 Y12131536 2068658907621478342LS‐1 4047195E 9500L HPSV 35 WALNUT CREEK E/S, 990' E/O HAVENCREST‐118.889967903 34.2621806664 CONCRETE 1/8/1988 29 100 UG 1988 Y12131536 2068658896751478342LS‐1 4047197E 5800L HPSV 35 CHERRYGROVE S/S 20' W/O MISTYGROVE‐118.887749738 34.2630583160 CONCRETE 1/8/1988 25 70 UG 1988 Y12131536 2068658896761478342LS‐1 4047198E 5800L HPSV 35 CHERRYGROVE S/S 220' W/O MISTY GROVE‐118.888031523 34.2626416104 CONCRETE 1/8/1988 25 70 UG 1988 Y12131536 2068658896771478342LS‐1 4047199E 5800L HPSV 35 CHERRYGROVE S/S 390' W/O MISTY GROVE‐118.888543714 34.2623402305 CONCRETE 1/8/1988 25 70 UG 1988 Y12131536 2068658896781478342LS‐1 4047200E 5800L HPSV 35 CHERRYGROVE N/S 600' E/O HEATHERWOOD‐118.88922715634.2624073509 CONCRETE 1/8/1988 25 70 UG 1988 Y12131536 2068658896791478342LS‐1 4047201E 5800L HPSV 35 CHERRYGROVE S/S 480' E/O HEATHERWOOD‐118.889782209 34.2625171988 CONCRETE 1/8/1988 25 70 UG 1988 Y12131536 2068658896801478342LS‐1 4047202E 5800L HPSV 35 CHERRYGROVE N/S 240' E/O HEATHERWOOD‐118.890296052 34.2630103336 CONCRETE 1/8/1988 25 70 UG 1988 Y12111536 2068658896811478342LS‐1 4047213E 5800L HPSV 35 CREST ST EAST END OF‐118.887282762 34.2619000982 CONCRETE 4/12/1988 25 70 UG 1988 Y12131539 2068658896821478342LS‐1 4047214E 5800L HPSV 35 MISTY GROVE@ WALNUT CREEK‐118.887165110 34.2630080908 CONCRETE 4/12/1988 25 70 UG 1988 Y12131539 2068658896831478342LS‐1 4047215E 4000L HPSV 35 MISTY GROVE NS @ HUNTERS GROVE‐118.886053163 34.2627183526 CONCRETE 4/12/1988 25 50 UG 1988 Y12131539 2068658896841478342LS‐1 4047216E 5800L HPSV 35 HUNTERS GROVE CT E/S, SE C/O MISTY GROVE ST‐118.886010736 34.2626000792 CONCRETE 4/12/1988 25 70 UG 1988 Y12131539 2068658896851478342LS‐1 4047217E 5800L HPSV 35 MISTY GROVE 200' E/O HUNTERS GROVE‐118.88539517234.2624881659 CONCRETE 4/12/1988 25 70 UG 1988 Y12131539 2068658896861478342LS‐1 4047218E 5800L HPSV 35 MISTY GROVE ST N/S, E/END, E/O HUNTERS GROVE CT‐118.884865294 34.2625403402 CONCRETE 4/12/1988 25 70 UG 1988 Y12111539 2068658896871478342LS‐1 4047219E 5800L HPSV 35 HUNTERS GROVE ES 200' S/O MISTY GROVE‐118.886120377 34.2621184538 CONCRETE 4/12/1988 25 70 UG 1988 Y12111539 2068658896881478342LS‐1 4047220E 5800L HPSV 35 HUNTERS GROVE ES 400' S/O MISTY GROVE‐118.886237447 34.2615919174 CONCRETE 4/12/1988 25 70 UG 1988 Y12111539 2068658896891478342LS‐1 4047221E 5800L HPSV 35 HUNTERS GROVE CT S/END, S/O MISTY GROVE ST‐118.886501105 34.2609322213 CONCRETE 4/12/1988 25 70 UG 1988 Y12111542 2068658897991478342LS‐1 4047230E 5800L HPSV 35 HIDDEN PINES CT W/S 10' S/O WINTERGREEN LN‐118.876740910 34.2621461448 CONCRETE 6/2/1988 25 70 UG 1988 Y12111542 2068658898001478342LS‐14047231E 5800L HPSV 35 HIDDEN PINES CT W/S 130' S/O WINTERGREEN LN‐118.877030700 34.2619258269 CONCRETE 6/2/1988 25 70 UG 1988 Y12111542 2068658898021478342LS‐1 4047233E 5800L HPSV 35 HIDDEN PINES CT W/S 210' S/O SUNNYSLOPE PL‐118.876667919 34.2609824660 CONCRETE 6/2/1988 25 70 UG 1988 Y12111542 2068658898031478342LS‐1 4047234E 5800L HPSV 35 WINTERGREEN LN N/S 130' W/O HIDDEN PINES CT‐118.876862935 34.2623573238 CONCRETE 6/2/1988 25 70 UG 1988 Y12111539 2068658898041478342LS‐1 4047235E 5800L HPSV 35 WINTERGREEN LN N/S 310' W/O HIDDEN PINES CT‐118.877424946 34.2624580710 CONCRETE 6/2/1988 25 70 UG 1988 Y12111539 2068658898051478342LS‐1 4047236E 5800L HPSV 35 WINTERGREEN LN N/S 530' W/O HIDDEN PINES CT‐118.878365696 34.2624267839 CONCRETE 6/2/1988 25 70 UG 1988 Y12111542 2068658898061478342LS‐1 4047237E 5800L HPSV 35 CANYONWOOD CT N/S 20' E/O HIDDEN PINES CT‐118.87640185934.2621924318 CONCRETE 4/12/1988 25 70 UG 1988 Y12111542 2068658898071478342LS‐1 4047238E 5800L HPSV 35 CANYONWOOD CT N/S 285' E/O HIDDEN PINES CT‐118.875693667 34.2618901507 CONCRETE 4/12/1988 25 70 UG 1988 Y12111542 2068658898081478342LS‐1 4047239E 5800L HPSV 35 CANYONWOOD CT N/S 460' E/O HIDDEN PINES CT‐118.875240316 34.2616359496 CONCRETE 4/12/1988 25 70 UG 1988 Y12111542 2068658898091478342LS‐1 4047240E 5800L HPSV 35 CANYONWOOD CT N/S 620' E/O HIDDEN PINES CT‐118.874898304 34.2611922704 CONCRETE 4/12/1988 25 70 UG 1988 Y224
12111542 2068658898101478342LS‐1 4047241E 5800L HPSV 35 SUNNYSLOPE PL N/S 90' W/O HIDDEN PINES CT‐118.877131839 34.2613670007 CONCRETE 6/2/1988 25 70 UG 1988 Y12131539 2068658896901478342LS‐1 4047242E 5800L HPSV 35 SILVER CREEK SS 630' E/O CONEJO MESA‐118.881627230 34.2652281619 CONCRETE 2/21/1989 25 70 UG 1989 Y12131539 2068658896911478342LS‐1 4047243E 5800L HPSV 35 SILVER CREEK NS 500' E/O CONEJO MESA‐118.882015451 34.2653244408 CONCRETE 2/21/1989 25 70 UG 1989 Y12131539 2068658896921478342LS‐1 4047244E 5800L HPSV 35 SILVER CREEK SS 320' E/O CONEJO MESA‐118.882637704 34.2653089517 CONCRETE 2/21/1989 25 70 UG 1989 Y12131539 2068658896931478342LS‐1 4047245E 5800L HPSV 35 SILVERCREEK SS 100' E/O CONEJO MESA‐118.883256001 34.2652937566 CONCRETE 2/21/1989 25 70 UG 1989 Y12131539 2068658896941478342LS‐1 4047246E 5800L HPSV 35 CONEJO MESA WS AT SILVER CREEK‐118.883769746 34.2652884773 CONCRETE 2/21/1989 25 70 UG 1989 Y12131539 2068658896951478342LS‐14047247E 5800L HPSV 35 CONEJO MESA ES 130' N/O SLEEPY‐118.883830457 34.2649198222 CONCRETE 3/10/1988 25 70 UG 1988 Y12131539 2068658896961478342LS‐1 4047248E 5800L HPSV 35 SLEEPY WIND ST N/S, NE C/O SLEEPY WIND ST‐118.883549893 34.2645753610 CONCRETE 3/10/1988 25 70 UG 1988 Y12131539 2068658896971478342LS‐1 4047249E 5800L HPSV 35 SLEEPY WIND NS 250' E/O CONEJO MESA‐118.882795333 34.2645085466 CONCRETE 3/10/1988 25 70 UG 1988 Y12131539 2068658896981478342LS‐1 4047250E 5800L HPSV 35 SLEEPY WIND NS 510' E/P CONEJO MESA LOT 103‐118.881922754 34.2644546186 CONCRETE 3/10/1988 25 70 UG 1988 Y12131539 2068658896991478342LS‐1 4047256E 5800L HPSV 35 SLEEPY WIND SS 320' E/O CONEJO MESA LOT 116‐118.882512090 34.2644039658 CONCRETE 3/10/1988 25 70 UG 1988 Y12131539 2068658897001478342LS‐1 4047257E 5800L HPSV 35 CONEJO MESA ST W/S @ SLEEPY WIND ST‐118.88372631634.2645149051 CONCRETE 3/10/1988 25 70 UG 1988 Y12131539 2068658897011478342LS‐1 4047258E 5800L HPSV 35 VIEW MESA ST S/S @ CONEJO MESA ST‐118.883571402 34.2637886047 CONCRETE 3/10/1988 25 70 UG 1988 Y12131539 2068658897021478342LS‐1 4047259E 5800L HPSV 35 VIEW MESA ST N/S, 130' E/O CONEJO MESA ST‐118.883096663 34.2638441514 CONCRETE 3/10/1988 25 70 UG 1988 Y12131539 2068658897031478342LS‐1 4047260E 5800L HPSV 35 VIEW MESA SS 300' E/O CONEJO MESA LOT 49‐118.882588207 34.2636970557 CONCRETE 3/10/1988 25 70 UG 1988 Y12131539 2068658897041478342LS‐1 4047261E 5800L HPSV 35 WESTPORT NS AT BROOKHURST‐118.883782292 34.2626956346 CONCRETE 11/9/1987 25 70 UG 1987 Y12131539 2068658897051478342LS‐1 4047262E 5800L HPSV 35 BROOKHURST WS 100' S/O WESTPORT‐118.884148266 34.2624479675 CONCRETE 11/9/1987 25 70 UG 1987 Y12131539 2068658897061478342LS‐1 4047263E 5800L HPSV 35 WESTPORT NS AT HILSHIRE‐118.88316776134.2625712998 CONCRETE 11/9/1987 25 70 UG 1987 Y12131539 2068658897071478342LS‐1 4047264E 5800L HPSV 35 WESTPORT NS 50 W/O PAINTED SKY‐118.882383893 34.2625090956 CONCRETE 11/9/1987 25 70 UG 1987 Y12131539 2068658897081478342LS‐1 4047265E 5800L HPSV 35 PHEASANT RUN AT WESTPORT‐118.881485456 34.2626146302 CONCRETE 11/9/1987 25 70 UG 1987 Y12131539 2068658897091478342LS‐1 4047266E 5800L HPSV 35 HILSHIRE WS AT WESTPORT‐118.883291827 34.2624877708 CONCRETE 11/9/1987 25 70 UG 1987 Y12111539 2068658897101478342LS‐1 4047267E 5800L HPSV 35 HILSHIRE ES 160' S/O WESTPORT‐118.883222076 34.2620779435 CONCRETE 11/9/1987 25 70 UG 1987 Y12131539 2068658897111478342LS‐1 4047268E 5800L HPSV 35 PAINTED SKY ES AT WESTPORT‐118.882208207 34.2624289987 CONCRETE 11/9/1987 25 70 UG 1987 Y12111539 2068658897121478342LS‐1 4047269E 5800L HPSV 35 PAINTED SKY ES 110' S/O WESTPORT‐118.882165087 34.2622048968 CONCRETE 11/9/1987 25 70 UG 1987 Y12111539 2068658897131478342LS‐1 4047270E 5800L HPSV 35 PAINTED SKY WS AT CAMDEN‐118.882552606 34.2613512732 CONCRETE 11/9/1987 25 70 UG 1987 Y12111539 2068658897141478342LS‐1 4047271E 5800L HPSV 35 CAMDEN NS 120' W/OPAINTED SKY‐118.88294534834.2612269412 CONCRETE 11/9/1987 25 70 UG 1987 Y12111539 2068658897151478342LS‐1 4047272E 5800L HPSV 35 CAMDEN 70' E/O PAINTED SKY‐118.882431074 34.2612482974 CONCRETE 11/9/1987 25 70 OH 1987 Y12111539 2068658897161478342LS‐1 4047273E 5800L HPSV 35 CAMDEN NS 180' E/O PAINTED SKY‐118.881713299 34.2611896058 CONCRETE 11/9/1987 25 70 UG 1987 Y12131539 2068658897171478342LS‐1 4047274E 5800L HPSV 35 BROOKHURST ES AT TIERRA REJADA‐118.883719376 34.2631667225 CONCRETE 11/9/1987 25 70 UG 1987 Y12191539 2068664921531478342LS‐1 4047333E 4000L HPSV 35 MOOPARK AV A/E E/S 160 E/S 270 S/O 3RD ST‐118.881690871 34.2813083353 WOOD 7/28/1987 50 50 OH 1987 N12131539 2068675196721478342LS‐1 4047551E 9500L HPSV 35 TIERRA REJADA CNTR 760' E/O WALNUT CREEK‐118.884451571 34.2632382632 CONCRETE 10/6/1987 29 100 UG 1987 Y12131539 2068658911231478342LS‐1 4047552E 9500L HPSV 35 TIERRA REJADA CNTR 585' E/O WALNUT CREEK‐118.88503578234.2632715352 CONCRETE 10/6/1987 29 100 UG 1987 Y12131539 2068658911251478342LS‐1 4047553E 9500L HPSV 35 TIERRA REJADA RD CNTR 405' E/O WALNUT CREEK‐118.885625368 34.2633179718 CONCRETE 10/6/1987 29 100 UG 1987 Y12131539 2068678780031478342LS‐1 4047554E 9500L HPSV 35 TIERRA REJADA CNTR 230' E/O WALNUT CREEK‐118.886200224 34.2634048216 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068658911291478342LS‐1 4047557E 9500L HPSV 35 TIERRA REJADA CNTR 210' W/O WALNUT CREEK‐118.887589921 34.2637365817 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068658911311478342LS‐1 4047558E 9500L HPSV 35 TIERRA REJADA CNTR 385' W/O WALNUT CREEK‐118.888087473 34.2640088481 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068658911331478342LS‐1 4047559E 9500L HPSV 35 TIERRA REJADA CNTR 460' W/O WALNUT CREEK‐118.888558779 34.2642855832 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068658911351478342LS‐1 4047560E 9500L HPSV 35 TIERRA REJADA CNTR 635' W/O WALNUT CREEK‐118.88905179834.2646233468 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068658911371478342LS‐1 4047561E 9500L HPSV 35 TIERRA REJADA CNTR 810' W/O WALNUT CREEK‐118.889542291 34.2649618365 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068658911391478342LS‐1 4047562E 9500L HPSV 35 TIERRA REJADA CNTR 990' W/O WALNUT CREEK‐118.889962766 34.2653034720 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068658911411478342LS‐1 4047563E 9500L HPSV 35 TIERRA REJADA CNTR 1160' W/O WALNUT CREEK‐118.890394943 34.2656591584 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068658911431478342LS‐1 4047564E 9500L HPSV 35 TIERRA REJADA CNTR 1345' W/O WALNUT CREEK‐118.890799575 34.2660382681 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068658911451478342LS‐1 4047565E 9500L HPSV 35 TIERRA REJADA CNTR 1515' W/O WALNUT CREEK‐118.891230975 34.2663944260 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068677567791478342LS‐1 4047566E 9500L HPSV 35 TIERRA REJADA CNTR, 560' E/O MOUNTAIN MEADOW‐118.89171372934.2667466918 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068677567821478342LS‐1 4047567E 9500L HPSV 35 TIERRA REJADA C/M, 385' E/O MOUNTAIN MEADOW‐118.892215873 34.2670432889 CONCRETE 10/6/1987 29 100 UG 1987 Y12131536 2068679498101478342LS‐1 4047569E 9500L HPSV 35 TIERRA REJADA CNTR 100' E/O MOUNTAIN MEADOW‐118.893025705 34.2674256549 CONCRETE 4/23/2013 31 100 UG 2013 Y12151536 2068658908701478342LS‐1 4047570E 9500L HPSV 35 TIERRA REJADA CNTR 200' W/O MOUNTAIN MEADOW‐118.893979260 34.2676744900 CONCRETE 10/6/1987 29 100 UG 1987 Y12151536 2068658908681478342LS‐1 4047571E 9500L HPSV 35 TIERRA REJADA CNTR 390' W/O MOUNTAIN MEADOW‐118.894590618 34.2678050394 CONCRETE 10/6/1987 29 100 UG 1987 Y12151536 2068658908661478342LS‐1 4047572E 9500L HPSV 35 TIERRA REJADA CNTR 485' W/O MTN TRAIL‐118.895216368 34.2679063074 CONCRETE 10/6/1987 29 100 UG 1987 Y12151536 2068658911761478342LS‐1 4047573E 9500L HPSV 35 TIERRA REJADA CNTR 400 E/O MTN TRAIL‐118.89595494434.2680379615 CONCRETE 10/6/1987 29 100 UG 1987 Y12151536 2068658908621478342LS‐1 4047574E 9500L HPSV 35 TIERRA REJADA CNTR 130'E/O MTN TRAIL‐118.896646818 34.2681540922 CONCRETE 10/6/1987 29 100 UG 1987 Y12151533 2068658911821478342LS‐1 4047577E 9500L HPSV 35 TIERRA REJADA CNTR 370' W/O MTN TRAIL‐118.898794390 34.2688598428 CONCRETE 2/17/1988 29 100 UG 1988 Y12151533 2068658908951478342LS‐1 4047581E 9500L HPSV 35 TIERRA REJADA CNTR 1030' W/O MTN TRAIL‐118.899762104 34.2696604941 CONCRETE 2/17/1988 29 100 UG 1988 Y12151533 2068658908991478342LS‐1 4047585E 9500L HPSV 35 TIERRA REJADA C/M, 250' N/O COUNTRYWOOD DR‐118.900774091 34.2716533160 CONCRETE 3/10/1988 29 100 UG 1988 Y12131533 2068658895271478342LS‐1 4047586E 5800L HPSV 35 BLOSSOMWOOD W‐END, W/O MOUNTAIN MEADOW‐118.902060254 34.2630228939 CONCRETE 9/29/1988 25 70 UG 1988 Y12131533 2068658895971478342LS‐1 4047587E 5800L HPSV 35 BLOSSOMWOOD SS 450' W/O MOUNTAIN MEADOW‐118.90159047334.2631722677 CONCRETE 9/29/1988 25 70 UG 1988 Y12131533 2068658895981478342LS‐1 4047588E 5800L HPSV 35 BLOSSOMWOOD NS 200' W/O MOUNTAIN MEADOW‐118.900918791 34.2634841417 CONCRETE 8/4/1988 25 70 UG 1988 Y12131533 2068658895991478342LS‐1 4047589E 5800L HPSV 35 BLOSSOMWOOD SS @ MOUNTAIN MEADOW‐118.900337128 34.2635868261 CONCRETE 8/4/1988 25 70 UG 1988 Y12131533 2068658896001478342LS‐1 4047590E 5800L HPSV 35 CHESTNUT RIDGE NS 250' W/O MOUNTAIN MEADOW‐118.900213545 34.2627723292 CONCRETE 9/29/1988 25 70 UG 1988 Y12131533 2068658896011478342LS‐1 4047591E 5800L HPSV 35 CHESTNUT RIDGE NS 30' W/O TIMBER VIEW‐118.901003066 34.2625378819 CONCRETE 8/2/1988 25 70 UG 1988 Y12131533 2068658895281478342LS‐1 4047592E 5800L HPSV 35 CHESTNUT RIDGE NS 200' E/O QUAILWOOD‐118.901708126 34.2622565491 CONCRETE 8/2/1988 25 70 UG 1988 Y12131533 2068658895291478342LS‐1 4047593E 5800L HPSV 35 QUAILWOOD ST E/S @ CHESTNUT RIDGE ST‐118.902180146 34.2619773786 CONCRETE 8/2/1988 25 70 UG 1988 Y12131533 2068658895301478342LS‐14047594E 5800L HPSV 35 CHESTNUT RIDGE SS @ QUAILWOOD‐118.902123190 34.2618595314 CONCRETE 8/2/1988 25 70 UG 1988 Y12131533 2068658896021478342LS‐1 4047595E 5800L HPSV 35 TIMBER VIEW ES @ CHESTNUT RIDGE‐118.900853075 34.2624542814 CONCRETE 8/4/1988 25 70 UG 1988 Y12131533 2068658896031478342LS‐1 4047596E 5800L HPSV 35 TIMBER VIEW ES 250' S/O CHESTNUT RIDGE‐118.900646719 34.2618759380 CONCRETE 9/29/1988 25 70 UG 1988 Y12111533 2068658896041478342LS‐1 4047597E 5800L HPSV 35 TIMBER VIEW S‐END‐118.899985143 34.2612751803 CONCRETE 9/29/1988 25 70 UG 1988 Y12131533 2068658909011478342LS‐1 4047614E 9500L HPSV 35 MOUNTAIN TRAIL ST S/S 56' W/O CEDAR SPRINGS ST‐118.898674034 34.2669499255 CONCRETE 2/8/1989 29 100 UG 1989 Y12131533 2068658909021478342LS‐1 4047615E 9500L HPSV 35 MOUNTAIN TRAIL ST S/S 201' W/O CEDAR SPRINGS ST‐118.899324122 34.2667911961 CONCRETE 9/23/1988 29 100 UG 1988 Y12131533 2068658909031478342LS‐1 4047616E 9500L HPSV 35 MOUNTAIN TRAIL ST N/S 380' W/O CEDASR SPRINGS ST‐118.89975795734.2668203485 CONCRETE 9/23/1988 29 100 UG 1988 Y12131533 2068658909041478342LS‐1 4047617E 9500L HPSV 35 MOUNTAIN TRAIL ST S/S 556' W/O CEDAR SPRINGS ST‐118.900405137 34.2665982556 CONCRETE 9/23/1988 29 100 UG 1988 Y12131533 2068658909051478342LS‐1 4047618E 9500L HPSV 35 MOUNTAIN TRAIL ST N/S 140' E/O MOUNTAIN MEADOW DR‐118.901026477 34.2665140109 CONCRETE 9/23/1988 29 100 UG 1988 Y12131533 2068658908501478342LS‐1 4047619E 9500L HPSV 35 MOUNTAIN TRAIL ST N/S AT MOUNTAIN MEADOW DR‐118.901517365 34.2663499587 CONCRETE 9/23/1988 29 100 UG 1988 Y12131533 2068677565821478342LS‐1 4047621E 9500L HPSV 35 MOUNTAIN TRAIL ST N/S 392' W/O MOUNTAIN MEADOW DR‐118.902711383 34.2658950023 CONCRETE 7/12/1993 29 100 UG 1993 Y12131533 2068658909061478342LS‐14047622E 9500L HPSV 35 MOUNTAIN TRAIL ST N/S 164' W/O CEDAR SPRING ST‐118.899066601 34.2669317750 CONCRETE 9/23/1988 29 100 UG 1988 Y12131533 2068658907261478342LS‐1 4047623E 9500L HPSV 35 MOUNTAIN MEADOW DR E/S AT CHESTNUT RIDGE ST‐118.899607055 34.2632107144 CONCRETE 9/23/1988 29 100 UG 1988 Y12131533 2068658907271478342LS‐1 4047624E 9500L HPSV 35 MOUNTAIN MEADOW DR E/S AT BLOSSOMWOOD CT‐118.900295235 34.2637717808 CONCRETE 9/23/1988 29 100 UG 1988 Y12131533 2068658907281478342LS‐1 4047625E 9500L HPSV 35 MOUNTAIN MEADOW DR E/S AT QUIALWOOD ST‐118.900574337 34.2643997633 CONCRETE 9/23/1988 29 100 UG 1988 Y12131533 2068658907291478342LS‐1 4047626E 9500L HPSV 35 MOUNTAIN MEADOW DR W/S 436' S/O MOUNTAIN TRAIL ST‐118.900993524 34.2652683264 CONCRETE 3/1/1989 29 100 UG 1989 Y12131533 2068658907301478342LS‐1 4047627E 9500L HPSV 35 MOUNTAIN MEADOW DR E/S 220' S/O MOUNTAIN TRAIL ST‐118.90104890334.2658178319 CONCRETE 9/23/1988 29 100 UG 1988 Y12131533 2068664159131478342LS‐1 4047628E 5800L HPSV 35 TORINO ST N/S, 125' E/O MOUNTAIN MEADOW DR‐118.900658705 34.2654749654 CONCRETE 9/17/2014 25 70 UG 2014 Y12111533 2068658895311478342LS‐1 4047629E 5800L HPSV 35 CHESTNUT RIDGE SS 220' W/O QUAILWOOD‐118.902517014 34.2616065089 CONCRETE 8/4/1988 25 70 UG 1988 Y225
12111533 2068658895321478342LS‐1 4047630E 5800L HPSV 35 CHESTNUT RIDGE NS 340' W/O QUAILWOOD‐118.903095860 34.2616464820 CONCRETE 8/4/1988 25 70 UG 1988 Y12111533 2068658895331478342LS‐1 4047631E 5800L HPSV 35 CHESTNUT RIDGE SS 300' W/O QUAILWOOD‐118.903685269 34.2616240375 CONCRETE 8/4/1988 25 70 UG 1988 Y12111533 2068658895341478342LS‐1 4047632E 5800L HPSV 35 CHESTNUT RIDGE W‐END OF ST‐118.904313116 34.2616042660 CONCRETE 8/4/1988 25 70 UG 1988 Y12131533 2068658895351478342LS‐1 4047633E 5800L HPSV 35 QUAILWOOD WS 145' N/O CHESTNUT RIDGE‐118.902629250 34.2622743503 CONCRETE 8/4/1988 25 70 UG 1988 Y12131533 2068658895361478342LS‐1 4047634E 5800L HPSV 35 QUAILWOOD ES @ FLOWERWOOD‐118.902774754 34.2627970626 CONCRETE 8/4/1988 25 70 UG 1988 Y12131533 2068658895371478342LS‐1 4047635E 5800L HPSV 35 FLOWERWOOD SS 220' W/O QUAILWOOD‐118.903389602 34.2624593172 CONCRETE 8/4/1988 25 70 UG 1988 Y12131533 2068658895381478342LS‐1 4047636E 5800L HPSV 35 FLOWERWOOD W‐END‐118.904066629 34.2625825690 CONCRETE 8/4/1988 25 70 UG 1988 Y12131533 2068658895391478342LS‐1 4047637E 5800L HPSV 35 N‐END OF WINTER WOOD, N/O QUAILWOOD ST‐118.90179204334.2657752120 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658895401478342LS‐1 4047638E 5800L HPSV 35 WINTER WOOD ES 450' N/O QUAILWOOD LOT 253‐118.901556394 34.2653496105 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658895411478342LS‐1 4047639E 5800L HPSV 35 WINTER WOOD WS 240' N/O QUAILWOOD LOT 263‐118.901507026 34.2647999751 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658896051478342LS‐1 4047640E 5800L HPSV 35 WINTER WOOD 20' N/O QUAILWOOD LOT248‐118.901105058 34.2643006538 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658896061478342LS‐1 4047641E 5800L HPSV 35 QUAILWOOD SS 20' ,E/O MOUNTAIN MADOW LOT247‐118.900677385 34.2642229591 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658895421478342LS‐1 4047642E 5800L HPSV 35 QUAILWOOD SS 50' W/O WINTER WOOD LOT 244‐118.901209801 34.2641297721 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658895431478342LS‐14047643E 5800L HPSV 35 QUAILWOOD SS 20' E/O BENDING OAK LOT 241‐118.902043977 34.2639425324 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658895441478342LS‐1 4047644E 5800L HPSV 35 BENDING OAK WS 20' N/O QUAILWOOD LOT 280‐118.902197986 34.2640141376 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658895451478342LS‐1 4047645E 5800L HPSV 35 BENDING OAK ES 210' N/O QUAILWOOD LOT 268‐118.902322427 34.2645677098 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658895461478342LS‐1 4047646E 5800L HPSV 35 BENDING OAK NS 300' N/O QUAILWOOD LOT 271‐118.902849564 34.2645384326 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658895471478342LS‐1 4047647E 5800L HPSV 35 BENDING OAK E‐END, N/O QUAILWOOD ST‐118.903321184 34.2644102893 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658895481478342LS‐1 4047648E 5800L HPSV 35 QUAILWOOD NS 180' E/O BENDING OAK LOT 282‐118.90272377134.2638071986 CONCRETE 8/12/1988 25 70 UG 1988 Y12131533 2068658895491478342LS‐1 4047649E 5800L HPSV 35 QUAILWOOD WS 400' S/O BENDING OAK LOT 284‐118.902950680 34.2632986007 CONCRETE 8/12/1988 25 70 UG 1988 Y12271551 2068658906121478342LS‐1 4047701E 5800L HPSV 35 SIETZ @ HEARON‐118.841831347 34.3059507241 CONCRETE 7/8/1987 25 70 UG 1987 Y12271551 2068658912121478342LS‐1 4047702E 9500L HPSV 35 SIETZ @ HEARON‐118.842295047 34.3057008845 CONCRETE 7/8/1987 25 100 UG 1987 Y12111536 2068658896071478342LS‐1 4047714E 5800L HPSV 35 SILVER CREST NS 560' S/O HAVEN CREST‐118.894817860 34.2613303605 CONCRETE 10/28/1987 25 70 UG 1987 Y12111536 2068658896081478342LS‐1 4047715E 5800L HPSV 35 SILVER CREST ES 340' S/O HAVEN CREST‐118.894112635 34.2614511843 CONCRETE 10/28/1987 25 70 UG 1987 Y12111536 2068658896091478342LS‐1 4047716E 5800L HPSV 35 SILVER CREST ES 140' S/O HAVEN CREST‐118.894286349 34.2619241036 CONCRETE 10/28/1987 25 70 UG 1987 Y12131536 2068658896101478342LS‐1 4047717E 5800L HPSV 35 HAVEN CREST WEST END OF ST‐118.89544055534.2621342573 CONCRETE 10/28/1987 25 70 UG 1987 Y12131536 2068658896111478342LS‐1 4047718E 5800L HPSV 35 HAVEN CREST SS 160' E/O SILVER CREST‐118.894793168 34.2621541863 CONCRETE 10/28/1987 25 70 UG 1987 Y12131536 2068658896121478342LS‐1 4047719E 5800L HPSV 35 SILVER CREST ES @ HAVEN CREST‐118.894215736 34.2623047053 CONCRETE 10/28/1987 25 70 UG 1987 Y12131536 2068658896131478342LS‐1 4047720E 5800L HPSV 35 HAVEN CREST NS @ SILVER CREST‐118.894344074 34.2624006116 CONCRETE 10/28/1987 25 70 UG 1987 Y12131536 2068658896141478342LS‐1 4047721E 5800L HPSV 35 HAVEN CREST NS 120' E/O SILVER CREST‐118.893878458 34.2627310864 CONCRETE 10/28/1987 25 70 UG 1987 Y12131536 2068658907311478342LS‐1 4047722E 9500L HPSV 35 MTN MEADOW SS 240' E/O WALNUT CREEK‐118.894433303 34.2629341679 CONCRETE 10/28/1987 29 100 UG 1987 Y12131536 2068658907321478342LS‐1 4047723E 9500L HPSV 35 MTN MEADOW SS 460' E/O WALNUT CREEK‐118.89504512334.2627546998 CONCRETE 10/28/1987 29 100 UG 1987 Y12131536 2068658907331478342LS‐1 4047724E 9500L HPSV 35 MTN MEADOW SS 600' E/O WALNUT CREEK‐118.895538122 34.2627311317 CONCRETE 10/28/1987 29 100 UG 1987 Y12131533 2068658906501478342LS‐1 4047725E 5800L HPSV 35 MAPLE CREST NS @ CHESTNUT RIDGE‐118.899692536 34.2628551868 CONCRETE 12/17/1987 25 70 UG 1987 Y12131533 2068677564831478342LS‐1 4047726E 5800L HPSV 35 MAPLE CREST SS 250' W/O SILVERCREST‐118.899255797 34.2625258624 CONCRETE 12/17/1987 25 70 UG 1987 Y12131533 2068658896151478342LS‐1 4047727E 5800L HPSV 35 MAPLE CREST NS @ SILVER CREST‐118.898257448 34.2625647128 CONCRETE 12/17/1987 25 70 UG 1987 Y12131533 2068658896161478342LS‐1 4047728E 5800L HPSV 35 SILVER CREST ST E/S @ MAPLECREST ST‐118.898156306 34.2624410896 CONCRETE 12/17/1987 25 70 UG 1987 Y12131533 2068658896171478342LS‐1 4047729E 5800L HPSV 35 MAPLE CREST SS 180' E/O SILVER CREST‐118.89762577634.2623887310 CONCRETE 12/17/1987 25 70 UG 1987 Y12131536 2068658896181478342LS‐1 4047730E 5800L HPSV 35 MAPLE CREST NS 380' E/O SILVER CREST‐118.897039898 34.2623798062 CONCRETE 12/17/1987 25 70 UG 1987 Y12131536 2068658896191478342LS‐1 4047731E 5800L HPSV 35 MAPLE CREST SS 560' E/O SILVER CREST‐118.896479395 34.2621752099 CONCRETE 12/17/1987 25 70 UG 1987 Y12131536 2068658896201478342LS‐1 4047732E 5800L HPSV 35 MAPLE CREST E‐END OF ST‐118.895965957 34.2621628261 CONCRETE 12/17/1987 25 70 UG 1987 Y12131533 2068664159121478342LS‐1 4047733E 9500L HPSV 35 MTN MEADOW SS 200' E/O CHESTNUT RIDGE‐118.898983609 34.2630150871 CONCRETE 12/17/1987 29 100 UG 1987 Y12131533 2068658911181478342LS‐1 4047734E 9500L HPSV 35 MTN MEADOW SS 380' E/O CHESTNUT RIDGE‐118.898372419 34.2630326338 CONCRETE 12/17/1987 29 100 UG 1987 Y12131533 2068658911191478342LS‐1 4047735E 9500L HPSV 35 MTN MEADOW SS 560' E/O CHEST NUT RIDGE‐118.89780501734.2630524950 CONCRETE 12/17/1987 29 100 UG 1987 Y12131536 2068677564911478342LS‐1 4047736E 9500L HPSV 35 MTN MEADOW SS 960' E/O CHESTNUT RIDGE‐118.896571368 34.2628325226 CONCRETE 12/17/1987 29 100 UG 1987 Y12131536 2068658896211478342LS‐1 4047737E 5800L HPSV 35 HAVEN CREST NE COR ARBOR HILL‐118.893541682 34.2628158109 CONCRETE 3/18/1988 25 70 UG 1988 Y12131536 2068658896221478342LS‐1 4047738E 5800L HPSV 35 ARBOR HILL SS 240' E/O HAVEN CREST‐118.892966472 34.2625137834 CONCRETE 2/17/1988 25 70 UG 1988 Y12131536 2068658896231478342LS‐1 4047739E 5800L HPSV 35 ARBOR HILL NS 230' W/O HUNTER CREST‐118.892203571 34.2624907996 CONCRETE 2/17/1988 25 70 UG 1988 Y12131536 2068658896241478342LS‐1 4047740E 5800L HPSV 35 ARBOR HILL NS @ HUNTER CREST‐118.891486261 34.2623611582 CONCRETE 2/28/1989 25 70 UG 1989 Y12111536 2068658896251478342LS‐1 4047741E 5800L HPSV 35 HUNTER CREST W‐END OF ST‐118.892267319 34.2613755455 CONCRETE 3/18/1988 25 70 UG 1988 Y12111536 2068658896261478342LS‐14047742E 5800L HPSV 35 HUNTER CREST ES 280' S/O ARBOR HILL‐118.891571065 34.2613743344 CONCRETE 2/28/1989 25 70 UG 1989 Y12131536 2068658896271478342LS‐1 4047743E 5800L HPSV 35 HUNTER CREST ES @ ARBOR HILL‐118.891450400 34.2622351889 CONCRETE 2/28/1989 25 70 UG 1989 Y12131536 2068658897181478342LS‐1 4047744E 5800L HPSV 35 ARBOR HILL NS 200' E/O HUNTER CREST‐118.890856554 34.2621170170 CONCRETE 2/17/1988 25 70 UG 1988 Y12111536 2068658897191478342LS‐1 4047745E 5800L HPSV 35 ARBOR HILL WS 320' E/O HUNTER CREST‐118.890795512 34.2618372851 CONCRETE 2/28/1989 25 70 UG 1989 Y12111536 2068658897201478342LS‐1 4047746E 5800L HPSV 35 ARBOR HILL SS 600' E/O HUNTER CREST‐118.890225592 34.2610023116 CONCRETE 2/8/1989 25 70 UG 1989 Y12111536 2068658897211478342LS‐1 4047748E 5800L HPSV 35 ARBOR HILL NS 460' W/O WALNUT CREEK‐118.889604412 34.2612018031 CONCRETE 2/28/1989 25 70 UG 1989 Y12111536 2068658897221478342LS‐14047749E 5800L HPSV 35 ARBOR HILL SS 360' E/O WALNUT CREEK‐118.889158434 34.2611388922 CONCRETE 2/28/1989 25 70 UG 1989 Y12111536 2068658897231478342LS‐1 4047750E 5800L HPSV 35 ARBOR HILL SS 180'S/OWALNUT CREEK‐118.888601253 34.2612143560 CONCRETE 2/28/1989 25 70 UG 1989 Y12171539 2068658901381478342LS‐1 4047887E 5800L HPSV 35 E/S MORPARK AVE, N/O ISLE ROYALE‐118.882143869 34.2760990516 CONCRETE 1/1/1920 31 70 UG 1957 Y12251551 2068658910861478342LS‐1 4080263E 9500L HPSV 35 COLLINS DR W/S 128' N/O HEARON DR‐118.842414028 34.3011678380 CONCRETE 10/26/1988 29 100 UG 1988 Y12251551 2068658910871478342LS‐1 4080264E 9500L HPSV 35 COLLINS DR E/S 228' N/O HEARON DR‐118.842145242 34.3013646228 CONCRETE 10/26/1988 29 100 UG 1988 Y12251551 2068658910881478342LS‐1 4080265E 9500L HPSV 35 COLLINS DR W/S 376' N/O HEARON DR‐118.841973626 34.3017281003 CONCRETE 10/26/1988 29 100 UG 1988 Y12271551 2068658910901478342LS‐1 4080267E 9500L HPSV 35 COLLINS DR W/S 508' S/O LYLE PL‐118.84119030934.3026066686 CONCRETE 10/26/1988 29 100 UG 1988 Y12271551 2068658912231478342LS‐1 4080268E 9500L HPSV 35 COLLINS DR E/S 340' W/O LYLE PL‐118.840758407 34.3028210848 CONCRETE 10/26/1988 29 100 UG 1988 Y12271551 2068658910911478342LS‐1 4080269E 9500L HPSV 35 COLLINS DR W/S 272' W/O LYLE PL‐118.840637812 34.3030412129 CONCRETE 10/26/1988 29 100 UG 1988 Y12271551 2068658910921478342LS‐1 4080270E 9500L HPSV 35 COLLINS DR W/S 125' W/O LYLE PL‐118.840146643 34.3031394186 CONCRETE 3/1/1989 29 100 UG 1989 Y12271551 2068658910931478342LS‐1 4080271E 9500L HPSV 35 COLLINS DR S/S 60' E/O LYLE PL‐118.839552655 34.3031826771 CONCRETE 3/1/1989 29 100 UG 1989 Y12271554 2068658910941478342LS‐1 4080272E 9500L HPSV 35 COLLINS DR S/S 564' W/O UNIVERSITY‐118.838698078 34.3031056229 CONCRETE 3/1/1989 29 100 UG 1989 Y12271554 2068664150331478342LS‐1 4080274E 16000L HPSV 35 COLLINS DR N/S 180' W/O UNIVERSITY‐118.83761277334.3034930384 CONCRETE 3/1/1989 29 150 UG 1989 Y12271554 2068658910961478342LS‐1 4080275E 9500L HPSV 35 COLLINS DR S/S 75' W/O UNIVERSITY‐118.837258798 34.3036084315 CONCRETE 3/1/1989 29 100 UG 1989 Y12271554 2068658910981478342LS‐1 4080277E 9500L HPSV 35 COLLINS DR S/S 240' E/O UNIVERSITY‐118.836511229 34.3042043808 CONCRETE 3/1/1989 29 100 UG 1989 Y12271554 2068658910991478342LS‐1 4080278E 9500L HPSV 35 UNIVERSITY W/S 176' N/O COLLINS DR‐118.837420473 34.3042077933 CONCRETE 3/1/1989 29 100 UG 1989 Y12271554 2068658911001478342LS‐1 4080279E 9500L HPSV 35 UNIVERSITY DR W/S 75' N/O ALBEE CT‐118.837198648 34.3048590418 CONCRETE 3/1/1989 29 100 UG 1989 Y12271554 2068658912141478342LS‐1 4080280E 9500L HPSV 35 COLLINS DR N/S 328' E/O UNIVERSITY‐118.836323288 34.3043792057 CONCRETE 3/1/1989 29 100 UG 1989 Y12271554 2068658911011478342LS‐1 4080281E 9500L HPSV 35 COLLINS DR E/S 95' N/O ALICIA CT‐118.835710246 34.3043204719 CONCRETE 3/1/1989 29 100 UG 1989 Y122115362068658910031478342LS‐1 4080447E 9500L HPSV 35 TECH CR E/S AT C/O POINDEXTER AVE‐118.893831681 34.2849530359 CONCRETE 5/17/1988 25 100 OH 1988 Y12211536 2068658912021478342LS‐1 4080762E 9500L HPSV 35 POINDEXTER RD S/S, E/O TECH CR, E/O PVT DRIVE‐118.893267952 34.2849915215 CONCRETE 10/26/1988 29 100 OH 1988 Y12191536 2068658909531478342LS‐1 4080810E 9500L HPSV 35 BONSAI AVE E/S AT N/E COR OF TEJEDA‐118.893990630 34.2810599881 CONCRETE 6/16/1988 29 100 UG 1988 Y12191536 2068658909541478342LS‐1 4080811E 9500L HPSV 35 BONSAI AVE 250' N/O TEJEDA ST‐118.893998602 34.2815874058 CONCRETE 6/16/1988 29 100 UG 1988 Y12171536 2068658901391478342LS‐1 4080851E 5800L HPSV 35 VILLA AVE S/S 140' E/O LIBERTY BELL RD‐118.888615535 34.2765279594 CONCRETE 12/2/1988 25 70 UG 1988 Y12251551 2068658905491478342LS‐1 4080996E 5800L HPSV 35 N/E COR PECAN AND BAMBI‐118.84471950934.2972795329 CONCRETE 1/19/1989 25 70 UG 1989 Y226
12131539 2068658899401478342LS‐1 4080998E 5800L HPSV 35 WIILLIAMS RANCH RD.N/S, 225' E/O PEACH SLOPE RD‐118.884401759 34.2662189131 CONCRETE 1/19/1989 25 70 UG 1989 Y12131536 2068658897241478342LS‐1 4081012E 5800L HPSV 35 CHERRYGROVE ST S/S @ HEATHERWOOD‐118.891032569 34.2631901531 CONCRETE 1/8/1988 25 70 UG 1988 Y12191536 2068658909551478342LS‐1 4081094E 9500L HPSV 35 TEJEDA ST N/S AT N/W COR OF KAZUKO CT‐118.892690578 34.2809532481 CONCRETE 6/16/1988 29 100 UG 1988 Y12191536 2068666036131478342LS‐1 4081095E 9500L HPSV 35 KAZUKO CT E/S AT N/E COR OF TEJEDA‐118.892556793 34.2809839473 CONCRETE 9/2/1988 29 100 UG 1988 Y12191536 2068658909561478342LS‐1 4081096E 9500L HPSV 35 KAZUKO CT E/S 240' N/O TEJEDA‐118.892544016 34.2815615197 CONCRETE 9/2/1988 29 100 UG 1988 Y12191536 2068658909571478342LS‐1 4081097E 9500L HPSV 35 KAZUKO CT W/S 440' N/O TEJEDA ST‐118.89270483134.2821199367 CONCRETE 9/2/1988 29 100 UG 1988 Y12191536 2068658909581478342LS‐1 4081098E 9500L HPSV 35 KAZUKO CT E/S 560' N/O TEJEDA ST‐118.892567819 34.2824409341 CONCRETE 9/2/1988 29 100 UG 1988 Y12191536 2068658909591478342LS‐1 4081099E 9500L HPSV 35 TEJEDA ST N/S AT N/E COR OF BONSAI AVE‐118.893850155 34.2809525152 CONCRETE 6/16/1988 29 100 UG 1988 Y12211536 2068663098251478342LS‐1 4081104E 22000L HPSV 35 200'E/O TECH CIR‐118.894549762 34.2848070284 CONCRETE 6/28/1988 80 200 UG 1988 N12211536 2068658910041478342LS‐1 4081422E 9500L HPSV 35 POINDEXTER AVE W/S 560' S/O TECH CIRCLE‐118.892023527 34.2849911870 WOOD 5/18/1988 80 100 OH 1988 N12231545 2068658912751478342LS‐1 4093651E 16000L HPSV 35 COLLEGE HEIGHTS DR N/S 745' E/O CLEMSON ST‐118.861103908 34.2941693280 CONCRETE 9/25/1989 29 150 UG 1989 Y12231545 2068658912761478342LS‐1 4093652E 16000L HPSV 35 COLLEGE HEIGHTS DR N/S 595' N/O CLEMSON‐118.86141145534.2942781138 CONCRETE 9/25/1989 29 150 UG 1989 Y12231545 2068658912771478342LS‐1 4093653E 16000L HPSV 35 COLLEGE HEIGHTS N/S 475' E/O CLEMSON‐118.861778854 34.2943943287 CONCRETE 9/25/1989 29 150 UG 1989 Y12231545 2068658912641478342LS‐1 4093654E 16000L HPSV 35 COLLEGE HEIGHTS N/S 300' E/O CLEMSON‐118.862098918 34.2946458646 CONCRETE 9/25/1989 29 150 UG 1989 Y12231545 2068658912651478342LS‐1 4093655E 16000L HPSV 35 COLLEGE HEIGHTS W/S 150' S/O CLEMSON‐118.862477942 34.2949221332 CONCRETE 10/23/1989 29 150 UG 1989 Y12231545 2068658912661478342LS‐1 4093656E 16000L HPSV 35 COLLEGE HEIGHTS E/S ACROSS ST FROM CLEMSON‐118.862582777 34.2953384184 CONCRETE 9/25/1989 29 150 UG 1989 Y12231545 2068658912671478342LS‐1 4093657E 16000L HPSV 35 COLLEGE HEIGHTS W/S 120' N/O CLEMSON‐118.862868559 34.2955620354 CONCRETE 2/8/1990 29 150 UG 1990 Y12231545 2068658912681478342LS‐1 4093658E 16000L HPSV 35 COLLEGE HEIGHTS W/S 245' N/O CLEMSON‐118.863177920 34.2957926598 CONCRETE 9/25/1989 29 150 UG 1989 Y12251545 2068658912691478342LS‐1 4093659E 16000L HPSV 35 COLLEGE HEIGHTS W/S 275' E/O CLEMSON‐118.86389852734.2960170351 CONCRETE 2/8/1990 29 150 UG 1990 Y12251545 2068658912701478342LS‐1 4093660E 16000L HPSV 35 COLLEGE HEIGHTS E/S 90' E/O CLEMSON‐118.864428092 34.2962461719 CONCRETE 9/25/1989 29 150 UG 1989 Y12251545 2068658912711478342LS‐1 4093661E 16000L HPSV 35 COLLEGE HEIGHTS E/S ACROSS ST FROM CLEMSON‐118.864673230 34.2963467394 CONCRETE 9/25/1989 29 150 UG 1989 Y12251545 2068658913031478342LS‐1 4093662E 16000L HPSV 35 COLLEGE HEIGHTS W/S 190' N/O CLEMSON‐118.864961374 34.2968047388 CONCRETE 3/7/1990 29 150 UG 1990 Y12251545 2068658912721478342LS‐1 4093663E 16000L HPSV 35 COLLEGE HEIGHTS E/S 360' N/O CLEMSON‐118.864912220 34.2972713058 CONCRETE 9/25/1989 29 150 UG 1989 Y12251545 2068658912731478342LS‐1 4093664E 16000L HPSV 35 COLLEGE HEIGHTS E/S 280' W/O LAFAYETTE CT‐118.864782429 34.2979556436 CONCRETE 9/25/1989 29 150 UG 1989 Y12251545 2068680467011478342LS‐1 4093665E 16000L HPSV 35 COLLEGE HEIGHTS S/S 615'W/O LAFAYETTE CT‐118.864891230 34.2976209649 CONCRETE 9/25/1989 29 150 UG 1989 Y122515452068658913051478342LS‐1 4093666E 16000L HPSV 35 COLLEGE HEIGHTS S/S 140' W/O LAFAYETTE CT‐118.864142149 34.2984255191 CONCRETE 9/25/1989 29 150 UG 1989 Y12251545 2068658912781478342LS‐1 4093667E 16000L HPSV 35 COLLEGE HEIGHTS S/S AT S/W COR LAFAYETTE CT‐118.863811016 34.2985760038 CONCRETE 9/25/1989 29 150 UG 1989 Y12251545 2068658910331478342LS‐1 4093668E 9500L HPSV 35 LAFAYETTE ST W/S AT N/W COR COLLEGE HEIGHTS‐118.863827524 34.2986660015 CONCRETE 9/25/1989 29 100 UG 1989 Y12251545 2068658912791478342LS‐1 4093669E 16000L HPSV 35 COLLEGE HEIGHTS N/S 40' E/O LAFAYETTE ST‐118.863648749 34.2986899348 CONCRETE 9/25/1989 29 150 UG 1989 Y12251545 2068658912801478342LS‐1 4093670E 16000L HPSV 35 COLLEGE HEIGHTS S/S 235' E/O LAFAYETTE CT‐118.863018756 34.2985791607 CONCRETE 9/25/1989 29 150 UG 1989 Y12251545 2068658912811478342LS‐1 4093671E 16000L HPSV 35 COLLEGE HEIGHTS N/S AT E/COR HASTINGS ST‐118.86276386734.2985904901 CONCRETE 9/25/1989 29 150 UG 1989 Y12251545 2068658910341478342LS‐1 4093672E 9500L HPSV 35 HASTINGS ST W/S AT N/COR COLLEGE HEIGHTS‐118.862892489 34.2986496302 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658912741478342LS‐1 4093673E 16000L HPSV 35 COLLEGE HEIGHTS S/S 270' E/O HASTINGS ST‐118.862205016 34.2980438534 CONCRETE 9/25/1989 29 150 UG 1989 Y12231545 2068658910061478342LS‐1 4093674E 9500L HPSV 35 CLEMSON ST S/S AT C/O COLLEGE HEIGHTS‐118.862628483 34.2952256100 CONCRETE 9/25/1989 29 100 UG 1989 Y12231545 2068658910071478342LS‐1 4093675E 9500L HPSV 35 CLEMSON ST S/S 155' W/O COLLEGE HEIGHTS‐118.863023334 34.2949695493 CONCRETE 2/8/1990 29 100 UG 1990 Y12231545 2068658910081478342LS‐1 4093676E 9500L HPSV 35 CLEMSON ST 375' W/O COLLEGE HEIGHTS‐118.863743486 34.2950018219 CONCRETE 2/8/1990 29 100 UG 1990 Y12231545 2068658910091478342LS‐1 4093677E 9500L HPSV 35 CLEMSON ST N/S 475' N/O COLLEGE HEIGHTS‐118.86405122834.2951908344 CONCRETE 2/8/1990 29 100 UG 1990 Y12231545 2068658910101478342LS‐1 4093678E 9500L HPSV 35 CLEMSON ST 420' W/O COLLEGE HIEGHTS‐118.864857800 34.2954316545 CONCRETE 2/8/1990 29 100 UG 1990 Y12231545 2068658910111478342LS‐1 4093679E 9500L HPSV 35 CLEMSON ST S/S 310' W/O COLLEGE HEIGHTS‐118.865052344 34.2956976602 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910121478342LS‐1 4093680E 9500L HPSV 35 CLEMSON S/S AT W/COR COLLEGE HEIGHTS‐118.864736401 34.2962346247 CONCRETE 3/7/1990 29 100 UG 1990 Y12251545 2068658910131478342LS‐1 4093681E 9500L HPSV 35 LAFAYETTE CT E/S 515' S/O COLLEGE HEIGHTS‐118.863069091 34.2973963182 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910141478342LS‐1 4093682E 9500L HPSV 35 LAFAYETTE CT W/S 370' S/O COLLEGE HEIGHTS‐118.863488773 34.2976294518 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910151478342LS‐1 4093683E 9500L HPSV 35 LAFAYETTE CT E/S 205' S/O COLLEGE HEIGHTS‐118.86357227134.2980799044 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910351478342LS‐1 4093684E 9500L HPSV 35 LAFAYETTE CT E/S 60' S/O COLLEGE HEIGHTS‐118.863694281 34.2985538158 CONCRETE 9/25/1989 29 100 UG 1989 Y12251545 2068658910361478342LS‐1 4093685E 9500L HPSV 35 LAFAYETTE CT E/S 120' N/O COLLEGE HEIGHTS‐118.863724410 34.2989665851 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910371478342LS‐1 4093686E 9500L HPSV 35 LAFAYETTE CT S/S 340' N/O COLLEGE HEIGHTS‐118.863734816 34.2995605752 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910381478342LS‐1 4093687E 9500L HPSV 35 LAFAYETTE ST S/S 525' N/O COLLEGE HEIGHTS‐118.863699769 34.3000692709 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910391478342LS‐1 4093688E 9500L HPSV 35 HASTINGS ST N/S 660' N/O COLLEGE HEIGHTS‐118.863593167 34.3004438763 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910401478342LS‐1 4093689E 9500L HPSV 35 HASTINGS ST N/S 750' N/O COLLEGE HEIGHTS‐118.86325067534.3005078022 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910411478342LS‐1 4093690E 9500L HPSV 35 HASTINGS E/S 580' N/O COLLEGE HEIGHTS‐118.862737873 34.3001220806 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910421478342LS‐1 4093691E 9500L HPSV 35 HASTINGS W/S 415' N/O COLLEGE HEIGHTS‐118.862741770 34.2997168059 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910431478342LS‐1 4093692E 9500L HPSV 35 HASTINGS E/S 385' N/O COLLEGE HEIGHTS‐118.862631817 34.2996290112 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910441478342LS‐1 4093693E 9500L HPSV 35 HASTINGS E/S 140' N/O COLLEGE HEIGHTS‐118.862696886 34.2989745689 CONCRETE 2/8/1990 29 100 UG 1990 Y12251545 2068658910161478342LS‐1 4093694E 9500L HPSV 35 CLEMSON ST S/S 175' W/O COLLEGE HEIGHTS‐118.864995111 34.2959785503 CONCRETE 2/8/1990 29 100 UG 1990 Y12271554 2068658911041478342LS‐1 4094052E 9500L HPSV 35 COLLINS DR N/S 420' W/O UNIVERSITY DR‐118.835236295 34.3044182403 CONCRETE 5/16/1989 29 100 UG 1989 Y12271554 2068658911051478342LS‐1 4094053E 9500L HPSV 35 COLLINS DR N/S 204' W/O UNIVERSITY DR‐118.83459568834.3042551083 CONCRETE 5/8/1989 29 100 UG 1989 Y12271554 2068658911061478342LS‐1 4094054E 9500L HPSV 35 COLLINS DR N/S 204' E/O LYLE PL‐118.839084932 34.3032215170 CONCRETE 3/1/1989 29 100 UG 1989 Y12271554 2068658912151478342LS‐1 4094055E 9500L HPSV 35 COLLINS DR N/S, 402' E/O LYLE PL‐118.838443638 34.3032205574 CONCRETE 3/1/1989 29 100 UG 1989 Y12271554 2068658911071478342LS‐1 4094056E 9500L HPSV 35 COLLINS DR N/S 120' E/O UNIVERSITY DR‐118.836868283 34.3040258043 CONCRETE 3/1/1989 29 100 UG 1989 Y12271554 2068658906131478342LS‐1 4094060E 5800L HPSV 35 UNIVERSITY DR W/S AT GRIFFITH LN‐118.834723427 34.3071045563 CONCRETE 8/8/1989 25 70 UG 1989 Y12131536 2068664159161478342LS‐1 4097180E 5800L HPSV 35 WALNUTCREEK E/S 120' N/O WESTMONT DR‐118.887437226 34.2661987284 CONCRETE 12/26/1989 25 70 UG 1989 Y12271554 2068658905791478342LS‐1 4097439E 5800L HPSV 35 ALICIA CT N/S AT E/COR UNIVERSITY DR‐118.83650741734.3054271116 CONCRETE 5/8/1989 25 70 UG 1989 Y12271554 2068658905801478342LS‐1 4097458E 5800L HPSV 35 DORIS CT S/S 330' E/O LYLE PL‐118.838700838 34.3036526162 CONCRETE 3/1/1989 25 70 UG 1989 Y12271554 2068658906951478342LS‐1 4097459E 5800L HPSV 35 DORIS CT S/S 180' E/O LYLE PL‐118.839164747 34.3037067383 CONCRETE 3/1/1989 25 70 UG 1989 Y12271551 2068658905811478342LS‐1 4097460E 5800L HPSV 35 LYLE PL E/S AT N/COR COLLINS DR‐118.839695813 34.3032895059 CONCRETE 3/1/1989 25 70 UG 1989 Y12271551 2068658911081478342LS‐1 4097461E 9500L HPSV 35 COLLINS DR N/S AT W/COR OF LYLE PL‐118.839829903 34.3032775888 CONCRETE 3/1/1989 29 100 UG 1989 Y12271551 2068658905821478342LS‐1 4097462E 5800L HPSV 35 DORIS CT S/S AT W/COR LYLE PL‐118.839837535 34.3037893563 CONCRETE 3/1/1989 25 70 UG 1989 Y12271551 2068658905831478342LS‐1 4097463E 5800L HPSV 35 DORIS CT S/S 145' W/O LYLE PL‐118.84030579734.3036773590 CONCRETE 3/1/1989 25 70 UG 1989 Y12271551 2068658905841478342LS‐1 4097464E 5800L HPSV 35 DORIS CT N/S AT W/COR LYLE PL‐118.839846156 34.3038839196 CONCRETE 3/1/1989 25 70 UG 1989 Y12271551 2068658905851478342LS‐1 4097465E 5800L HPSV 35 DORIS CT N/S 300' W/O LYLE PL‐118.840827969 34.3036246794 CONCRETE 3/1/1989 25 70 UG 1989 Y12271551 2068658905861478342LS‐1 4097466E 5800L HPSV 35 DORIS CT N/S AT E/COR LYLE PL‐118.839714516 34.3038884698 CONCRETE 3/1/1989 25 70 UG 1989 Y12271551 2068658905871478342LS‐1 4097467E 5800L HPSV 35 LYLE PL E/S 120' N/O DORIS CT‐118.839677190 34.3041784681 CONCRETE 3/1/1989 25 70 UG 1989 Y12271554 2068658911091478342LS‐1 4097468E 9500L HPSV 35 UNIVERSITY DR E/S AT S/COR ALBEE CT‐118.837221942 34.3046951432 CONCRETE 3/1/1989 29 100 UG 1989 Y12271554 2068658905881478342LS‐1 4097469E 5800L HPSV 35 ALBEE CT N/S 66' E/O UNIVERSITY‐118.83709076334.3047378221 CONCRETE 3/1/1989 25 70 UG 1989 Y12271554 2068658905891478342LS‐1 4097470E 5800L HPSV 35 ALICIA CT S/S 180' E/O UNIVERSITY‐118.836182348 34.3050418963 CONCRETE 5/8/1989 25 70 UG 1989 Y12271554 2068658905901478342LS‐1 4097471E 5800L HPSV 35 UNIVERSITY DR E/S AT ALICIA CT‐118.836569944 34.3053431580 CONCRETE 4/20/1989 25 70 UG 1989 Y12271554 2068658906141478342LS‐1 4097472E 5800L HPSV 35 FRESHMAN CT S/S 120' E/O UNIVERSITY DR‐118.835729904 34.3057353144 CONCRETE 5/8/1989 25 70 UG 1989 Y12271554 2068658906151478342LS‐1 4097473E 5800L HPSV 35 UNIVERSITY DR E/S AT N/COR FRESHMAN CT‐118.835908390 34.3060043592 CONCRETE 5/8/1989 25 70 UG 1989 Y12271554 2068658906161478342LS‐1 4097474E 5800L HPSV 35 SOPHOMORE CT S/S 120' E/O UNIVERSITY DR‐118.835149012 34.3064322670 CONCRETE 5/8/1989 25 70 UG 1989 Y12271554 2068658906171478342LS‐1 4097475E 5800L HPSV 35 UNIVERSITY DR AT N/COR SOPHOMORE CT‐118.83553386234.3066842370 CONCRETE 4/20/1989 25 70 UG 1989 Y12271554 2068658906181478342LS‐1 4097476E 5800L HPSV 35 UNIVERSITY DR S/S 90' W/O GRIFFITH LN‐118.835002080 34.3070406933 CONCRETE 5/8/1989 25 70 UG 1989 Y227
12291554 2068658906191478342LS‐1 4097477E 5800L HPSV 35 GRIFFITH LN W/S 156' N/O GRADUATE CR‐118.835087042 34.3079650542 CONCRETE 8/8/1989 25 70 UG 1989 Y12271554 2068658906201478342LS‐1 4097478E 5800L HPSV 35 GRIFFITH LN E/S AT N/COR GRADUATE CR‐118.834763441 34.3076507154 CONCRETE 8/8/1989 25 70 UG 1989 Y12271554 2068658906211478342LS‐1 4097479E 5800L HPSV 35 GRADUATE CR S/S 174' E/O GRIFFITH LN‐118.834241324 34.3076614990 CONCRETE 8/8/1989 25 70 UG 1989 Y12271554 2068658906221478342LS‐1 4097480E 5800L HPSV 35 GRADUATE CR S/S AT E/COR GRIFFITH LN‐118.834704581 34.3075139628 CONCRETE 8/8/1989 25 70 UG 1989 Y12271554 2068658906231478342LS‐1 4097481E 5800L HPSV 35 GRIFFITH LN E/S AT N/COR UNIVERSITY DR‐118.834813480 34.3071914386 CONCRETE 8/8/1989 25 70 UG 1989 Y12271554 2068658906241478342LS‐1 4097482E 5800L HPSV 35 UNIVERSITY DR S/S 115' E/O GRIFFITH‐118.834371415 34.3070601032 CONCRETE 8/8/1989 25 70 UG 1989 Y12271554 2068658906251478342LS‐14097483E 5800L HPSV 35 UNICERSITY DR E/S 300' S/O GRIFFITH LN‐118.833923344 34.3069516778 CONCRETE 8/8/1989 25 70 UG 1989 Y12271554 2068658906261478342LS‐1 4097484E 5800L HPSV 35 UNIVERSITY DR W/S 310' S/O GRIFFITH LN‐118.833924013 34.3067628316 CONCRETE 8/8/1989 25 70 UG 1989 Y12271554 2068658906271478342LS‐1 4097485E 5800L HPSV 35 UNIVERSITY DR E/S 150' N/O DUFFY PL‐118.833660185 34.3058535707 CONCRETE 11/15/1989 25 70 UG 1989 Y12271554 2068658906281478342LS‐1 4097486E 5800L HPSV 35 UNIVERSITY DR W/S AT N/COR DUFFY PL‐118.833760887 34.3054621230 CONCRETE 4/20/1989 25 70 UG 1989 Y12271554 2068658906291478342LS‐1 4097487E 5800L HPSV 35 DUFFY PL S/S 156' W/O UNIVERSITY DR‐118.834237470 34.3053442609 CONCRETE 11/15/1989 25 70 UG 1989 Y12271554 2068663103911478342LS‐1 4097488E 9500L HPSV 35 DUFFY PL S/S 264' W/O UNIVERSITY DR‐118.834565916 34.3054652638 CONCRETE 5/8/1989 25 100 UG 1989 Y12271554 2068658905911478342LS‐14097489E 5800L HPSV 35 DUFFY PL S/S AT W/COR UNIVERSITY DR‐118.833738388 34.3053664869 CONCRETE 5/8/1989 25 70 UG 1989 Y12271554 2068658905921478342LS‐1 4097490E 5800L HPSV 35 UNIVERSITY DR. E/S, 180' S/O DUFFY PL.‐118.833621154 34.3049317610 CONCRETE 5/8/1989 25 70 UG 1989 Y12271554 2068658905931478342LS‐1 4097491E 5800L HPSV 35 UNIVERSITY DR W/S AT N/COR PORTER CR‐118.833746973 34.3046310042 CONCRETE 4/20/1989 25 70 UG 1989 Y12271554 2068658905941478342LS‐1 4097492E 5800L HPSV 35 UNIVERSITY DR E/S AT PORTER CR‐118.833618905 34.3045945297 CONCRETE 5/8/1989 25 70 UG 1989 Y12271554 2068658905951478342LS‐1 4097493E 5800L HPSV 35 UNIVERSITY DR E/S AT N/COR COLLINS DR‐118.833994281 34.3040483670 CONCRETE 4/20/1989 25 70 UG 1989 Y12271554 2068658905961478342LS‐1 4097494E 5800L HPSV 35 PORTER CR S/S AT W/COR UNIVERSITY DR‐118.833720339 34.3045457091 CONCRETE 5/8/1989 25 70 UG 1989 Y12271554 2068658905971478342LS‐14097495E 5800L HPSV 35 PORTER CR N/S 192' W/O UNIVERSITY DR‐118.834311599 34.3047030575 CONCRETE 5/8/1989 25 70 UG 1989 Y12271554 2068658905981478342LS‐1 4097496E 5800L HPSV 35 PORTER CR S/S 384' W/O UNIVERSITY DR‐118.834918808 34.3048041552 CONCRETE 5/8/1989 25 70 UG 1989 Y12271551 2068658910751478342LS‐1 4108377E 9500L HPSV 35 PECAN AVE N/END 288' N/O COLLEGIATE CR‐118.845616627 34.3056796926 CONCRETE 9/5/1989 29 100 UG 1989 Y12271551 2068658910761478342LS‐1 4108378E 9500L HPSV 35 PECAN AVE N/S 176' W/O PECAN AVE‐118.846287349 34.3059403991 CONCRETE 9/5/1989 29 100 UG 1989 Y12271551 2068658910771478342LS‐1 4108379E 9500L HPSV 35 PECAN AVE W/S 104' N/O COLLEGIATE CR‐118.845834523 34.3052216287 CONCRETE 9/5/1989 29 100 UG 1989 Y12271551 2068658905771478342LS‐1 4108380E 5800L HPSV 35 COLLEGIATE CR N/S 75' W/O PECAN AVE‐118.846077699 34.3050905322 CONCRETE 9/5/1989 25 70 UG 1989 Y12271551 2068658910781478342LS‐14108381E 9500L HPSV 35 PECAN AVE E/S AT COLLEGIATE CR‐118.845818030 34.3049076496 CONCRETE 9/5/1989 29 100 UG 1989 Y12271551 2068658910791478342LS‐1 4108382E 9500L HPSV 35 PECAN AVE E/S 180' S/O MONROE AVE‐118.845914048 34.3041850113 CONCRETE 9/5/1989 29 100 UG 1989 Y12271551 2068658910801478342LS‐1 4108383E 9500L HPSV 35 PECAN AVE E/S 330' S/O COLLEGIATE CR‐118.845823810 34.3037724966 CONCRETE 9/5/1989 29 100 UG 1989 Y12271551 2068658910811478342LS‐1 4108384E 9500L HPSV 35 PECAN AVE S/S 515' N/O MONROE AVE‐118.845756119 34.3032340529 CONCRETE 9/5/1989 29 100 UG 1989 Y12271551 2068659012991478342LS‐1 4108385E 16000L HPSV 35 PECAN AVE E/S 192' N/O MONROE AVE‐118.845544194 34.3023730211 CONCRETE 9/5/1989 29 150 UG 1989 Y12251551 2068658912181478342LS‐1 4108386E 9500L HPSV 35 PECAN AVE W/S AT MONROE AVE‐118.845661227 34.3018209362 CONCRETE 9/5/1989 29 100 UG 1989 Y12271551 2068658912191478342LS‐1 4108387E 9500L HPSV 35 MONROE AVE N/S 60' E/O PECAN AVE‐118.84544245934.3019241791 CONCRETE 9/5/1989 29 100 UG 1989 Y12271551 2068658910821478342LS‐1 4108388E 9500L HPSV 35 MONROE AVE N/S 284' E/O PECAN AVE‐118.844689534 34.3020261289 CONCRETE 9/5/1989 29 100 UG 1989 Y12251551 2068659013011478342LS‐1 4108389E 16000L HPSV 35 PECAN AVE E/S 100' S/O MONROE AVE‐118.845557892 34.3015701122 CONCRETE 9/5/1989 29 150 UG 1989 Y12251551 2068658905511478342LS‐1 4108390E 5800L HPSV 35 PECAN AVE E/S 272' S/O MONROE AVE‐118.845592688 34.3011227428 CONCRETE 9/5/1989 29 70 UG 1989 Y12251551 2068658905521478342LS‐1 4108391E 5800L HPSV 35 PECAN AVE W/S 380' S/O MONROE AV‐118.845703676 34.3008110073 CONCRETE 9/5/1989 29 70 UG 1989 Y12251551 2068658905531478342LS‐1 4108392E 5800L HPSV 35 PECAN AVE E/S 584' S/O MONROE AVE‐118.845472234 34.3002733979 CONCRETE 9/5/1989 29 70 UG 1989 Y12251551 2068658905541478342LS‐1 4108393E 5800L HPSV 35 PECAN AVE E/S 740' S/O MONROE AVE‐118.84522500234.2998541958 CONCRETE 9/5/1989 29 70 UG 1989 Y12271551 2068658910831478342LS‐1 4108394E 9500L HPSV 35 PECAN AVE E/S 344' N/O MONROE AVE‐118.845599513 34.3027932464 CONCRETE 9/5/1989 29 100 UG 1989 Y12151533 2068665690731478342LS‐1 4108462E 9500L HPSV 35 LAURELVIEW DR E/S 50' S/O FLOWERCREEK‐118.905830226 34.2672782711 CONCRETE 1/31/1997 29 100 UG 1997 Y12131533 2068666743351478342LS‐1 4108463E 9500L HPSV 35 LAURELVIEW DR S/S 230' W/O FLOWERCREEK DR‐118.905730914 34.2669771413 CONCRETE 1/31/1997 29 100 UG 1997 Y12131533 2068665690741478342LS‐1 4108464E 9500L HPSV 35 LAURELVIEW DR S/S 545' W/O FLOWERVIEW DR‐118.906398235 34.2666272607 CONCRETE 1/31/1997 29 100 UG 1997 Y12131533 2068665690751478342LS‐1 4108465E 9500L HPSV 35 LAURELVIEW DR N/S 693' W/O FLOWERCREEK DR‐118.907186749 34.2663164300 CONCRETE 1/31/1997 29 100 UG 1997 Y12131530 2068665690761478342LS‐1 4108466E 9500L HPSV 35 LAURELVIEW DR N/S AT END OF CUL‐DE‐SAC‐118.90766487334.2657876254 CONCRETE 1/31/1997 29 100 UG 1997 Y12131530 2068664148681478342LS‐1 4108467E 9500L HPSV 35 TIMBERRIDGE RD E/S AT MOUNTAIN TRAIL‐118.908137245 34.2633641477 CONCRETE 1/2/1991 29 100 UG 1991 Y12131530 2068658907071478342LS‐1 4108468E 9500L HPSV 35 MAPLE RIDGE CT N/S 100' W/O TIMBERRIDGE‐118.907718348 34.2630522115 CONCRETE 1/2/1991 29 100 UG 1991 Y12131530 2068658907081478342LS‐1 4108469E 9500L HPSV 35 TIMBERRIDGE RD E/S AT MAPLE RIDGE‐118.908042090 34.2628983210 CONCRETE 1/2/1991 29 100 UG 1991 Y12131530 2068658907091478342LS‐1 4108470E 9500L HPSV 35 TIMBER RIDGE RD S/S 200' S/O MAPLE RIDGE‐118.908098647 34.2624059105 CONCRETE 9/10/1992 29 100 UG 1992 Y12131530 2068658907101478342LS‐1 4108471E 9500L HPSV 35 TIMBERRIDGE RD W/S 450' S/O MAPLE RIDGE‐118.907744556 34.2617223312 CONCRETE 9/10/1992 29 100 UG 1992 Y12131533 2068658907111478342LS‐14108473E 9500L HPSV 35 AMBER RIDGE CT N/S 150' E/O MOUNTAIN TRAIL‐118.905904471 34.2638449174 CONCRETE 1/4/1993 29 100 UG 1993 Y12131533 2068658907121478342LS‐1 4108474E 9500L HPSV 35 AMBER RIDGE CT N/S AT MOUNTAIN TRAIL‐118.906448421 34.2640819847 CONCRETE 1/4/1993 29 100 UG 1993 Y12131530 2068658912261478342LS‐1 4108475E 16000L HPSV 35 SUNSET RIDGE RD S/S 50' W/O MOUNTAIN TRAIL‐118.909140943 34.2636346952 CONCRETE 4/27/1993 29 150 UG 1993 Y12131530 2068658912271478342LS‐1 4108476E 16000L HPSV 35 SUNSET RIDGE N/S 100' E/O TERRACE RIDGE‐118.909869110 34.2634868177 CONCRETE 4/27/1993 29 150 UG 1993 Y12131530 2068658907131478342LS‐1 4108477E 9500L HPSV 35 TERRACE RIDGE RD E/S AT C/O SUNSET RIDGE‐118.910244406 34.2633769620 CONCRETE 4/27/1993 29 100 UG 1993 Y12131530 2068665068561478342LS‐1 4108478E 16000L HPSV 35 SUNSET RIDGE S/S AT TERRACE RIDGE‐118.91023005034.2632243824 CONCRETE 10/4/1996 29 150 UG 1996 Y12131530 2068663550341478342LS‐1 4108479E 16000L HPSV 35 SUNSET RIDGE E/S 70' S/O TERRACE RIDGE‐118.910453765 34.2626859482 CONCRETE 5/17/1995 29 150 UG 1995 Y12131530 2068665068571478342LS‐1 4108480E 16000L HPSV 35 SUNSET RIDGE E/S 270' S/O TERRACE RIDGE‐118.910857488 34.2622384152 CONCRETE 12/27/1995 29 150 UG 1995 Y12131530 2068665068581478342LS‐1 4108481E 16000L HPSV 35 SUNSET RIDGE E/S 140' N/O END OF CUL‐DE‐SAC‐118.911304416 34.2618207985 CONCRETE 12/27/1995 29 150 UG 1995 Y12131530 2068658907141478342LS‐1 4108482E 9500L HPSV 35 TERRACE RIDGE N/S 200' W/O SUNSET RIDGE‐118.910637776 34.2636576481 CONCRETE 1/6/1994 29 100 UG 1994 Y12131530 2068658907031478342LS‐1 4108483E 9500L HPSV 35 TERRACE RIDGE W/S 300' S/O SHADY RIDGE‐118.911542362 34.2636942692 CONCRETE 1/6/1994 29 100 UG 1994 Y12131530 2068658907041478342LS‐1 4108484E 9500L HPSV 35 TERRACE RIDGE W/S 110' S/O SHADY RIDGE‐118.91169248934.2641887700 CONCRETE 1/6/1994 29 100 UG 1994 Y12131530 2068658907051478342LS‐1 4108485E 9500L HPSV 35 SHADY RIDGE S/S 100' W/O TERRACE RIDGE‐118.911885913 34.2644119028 CONCRETE 8/26/1994 30 100 UG 1994 Y12131530 2068658912281478342LS‐1 4108486E 16000L HPSV 35 SHADYRIDGE S/S AT W/COR MOUNTAIN TRAIL‐118.909358929 34.2643426371 CONCRETE 6/17/1994 29 150 UG 1994 Y12131530 2068658912291478342LS‐1 4108487E 16000L HPSV 35 SHADY RIDGE N/S AT HAVEN RIDGE CT‐118.910084685 34.2644706265 CONCRETE 6/17/1994 29 150 UG 1994 Y12131530 2068658912301478342LS‐1 4108488E 16000L HPSV 35 HAVENRIDGE CT AT S/END OF CUL‐DE‐SAC‐118.910183148 34.2639207153 CONCRETE 6/17/1994 29 150 UG 1994 Y12131530 2068658912311478342LS‐1 4108489E 16000L HPSV 35 SHADY RIDGE RD N/S 200 W/O HAVEN RIDGE CT‐118.910838760 34.2646099614 CONCRETE 6/17/1994 29 150 UG 1994 Y12131530 2068658912241478342LS‐14108490E 16000L HPSV 35 SHADY RIDGE RD N/S AT TERRACE RIDGE‐118.911550337 34.2645427417 CONCRETE 6/17/1994 29 150 UG 1994 Y12151533 2068658908511478342LS‐1 4108491E 9500L HPSV 35 TIMBERDALE RD E/S S/O PINEDALE RD, MRPK‐118.903126691 34.2690059068 CONCRETE 8/19/1993 29 100 UG 1993 Y12151533 2068663391321478342LS‐1 4108492E 9500L HPSV 35 TIMBERDALE RD E/S N/O SAGEWOOD DR, MRPK‐118.902595291 34.2680111655 CONCRETE 2/16/1995 29 100 UG 1995 Y12151533 2068663391331478342LS‐1 4108493E 9500L HPSV 35 SAGEWOOD DR N/S W/O TIMBERDALERD. MRPK‐118.902735167 34.2679333112 CONCRETE 2/16/1995 29 100 UG 1995 Y12151533 2068663391341478342LS‐1 4108494E 9500L HPSV 35 SAGEWOOD DR N/S 100' E/O HEATHERDALE CT, MRPK‐118.903137643 34.2677875686 CONCRETE 2/16/1995 29 100 UG 1995 Y12151533 2068658908521478342LS‐1 4108495E 9500L HPSV 35 HEATHERDALE CT E/S, N/O SAGEWOOD DR, MRPK‐118.903574797 34.2677054026 CONCRETE 4/8/1993 29 100 UG 1993 Y121515332068658911601478342LS‐1 4108496E 9500L HPSV 35 SAGEWOOD DR N/S W/O HEATHERDALE CT, MRPK‐118.903791696 34.2676483462 CONCRETE 4/8/1993 29 100 UG 1993 Y12151533 2068663542171478342LS‐1 4108497E 9500L HPSV 35 HEATHERDALE CT W/S 130' N/O SAGEWOOD DR, MRPK‐118.903881682 34.2679791156 CONCRETE 4/19/1995 29 100 UG 1995 Y12151533 2068663391351478342LS‐1 4108498E 9500L HPSV 35 TIMBERDALE RD W/S 170' N/O SAGEWOOD DR, MRPK‐118.903010225 34.2685271801 CONCRETE 2/16/1995 29 100 UG 1995 Y12191536 2068658909601478342LS‐1 4108541E 9500L HPSV 35 DISCOVERY CT N/S 105' E/O MAUREEN LANE‐118.895957772 34.2800977848 CONCRETE 4/19/1990 29 100 UG 1990 Y12191536 2068658909621478342LS‐1 4108542E 9500L HPSV 35 DISCOVERY CT N/S 300' E/O MAUREEN LANE‐118.895289249 34.2800729336 CONCRETE 4/19/1990 29 100 UG 1990 Y12191536 2068658909641478342LS‐1 4108543E 9500L HPSV 35 CHALLENGER CT S/S 100' E/O MAUREEN LANE‐118.89594232234.2809233937 CONCRETE 4/19/1990 29 100 UG 1990 Y12191536 2068658909651478342LS‐1 4108544E 9500L HPSV 35 CHALLENGER CT S/S 280' E/O MAUREEN LANE‐118.895323149 34.2809609062 CONCRETE 4/19/1990 29 100 UG 1990 Y12191536 2068658909661478342LS‐1 4108545E 9500L HPSV 35 HERTZ ST S/S 240' E/O MAUREEN LANE‐118.895506829 34.2820721120 CONCRETE 11/9/1990 29 100 UG 1990 Y12191536 2068658909681478342LS‐1 4108546E 9500L HPSV 35 HERTZ ST S/S 220' W/O BONSAI AVE‐118.894809791 34.2820947856 CONCRETE 11/9/1990 29 100 UG 1990 Y12191536 2068658909701478342LS‐1 4108548E 9500L HPSV 35 HERTZ ST N/S 100' E/O MAUREEN LANE‐118.895845497 34.2821451637 CONCRETE 11/9/1990 29 100 UG 1990 Y228
12171542 2068658913831478342LS‐1 4108572E 22000L HPSV 35 E/S MOORPARK RD 55' S/O LOS ANGLS AV‐118.874876931 34.2789533931 CONCRETE 10/2/1989 29 200 UG 1989 Y12191539 2068658913481478342LS‐1 4108580E 27500L HPSV 35 W. LOS ANGELES AVE. S/S 463' W/O PARK AVE.‐118.887138895 34.2789769925 CONCRETE 11/18/1989 29 250 UG 1989 Y12191539 2068658913491478342LS‐1 4108581E 22000L HPSV 35 W. LOS ANGELES AVE S/S 283' W/O PARK AVE.‐118.886553362 34.2789785280 CONCRETE 11/18/1989 29 200 UG 1989 Y12151533 2068658912821478342LS‐1 4108605E 16000L HPSV 35 COUNTRYWOOD DR N/S AT BROADVIEW DR‐118.905957613 34.2688095836 CONCRETE 6/19/1990 29 150 UG 1990 Y12151533 2068658912831478342LS‐1 4108606E 16000L HPSV 35 COUNTRYWOOD DR N/S 80' W/O COUNTRYHILL DR‐118.906370497 34.2685991014 CONCRETE 6/19/1990 29 150 UG 1990 Y12151533 2068658912841478342LS‐1 4108607E 16000L HPSV 35 COUNTRYWOOD DR N/S 280' W/O COUNTRYHILL DR‐118.90707577334.2682890945 CONCRETE 9/22/1990 29 150 UG 1990 Y12151530 2068658912851478342LS‐1 4108608E 16000L HPSV 35 COUNTRYWOOD DR N/S 475' W/O COUNTRYHILL DR‐118.907635812 34.2679980604 CONCRETE 9/22/1990 29 150 UG 1990 Y12151530 2068658912861478342LS‐1 4108609E 16000L HPSV 35 COUNTRYWOOD DR N/S 630' W/O COUNTRY HILL DR‐118.908280349 34.2678094931 CONCRETE 9/22/1990 29 150 UG 1990 Y12151530 2068663540681478342LS‐1 4108610E 9500L HPSV 35 BROADVIEW DR S/S 870' N/W OF COUNTRYWOOD DR‐118.908564873 34.2681300611 CONCRETE 1/30/1995 29 100 UG 1995 Y12151530 2068663540691478342LS‐1 4108611E 9500L HPSV 35 BROADVIEW DR S/S 675' N/W OF COUNTRYWOOD DR‐118.907959186 34.2683265048 CONCRETE 1/30/1995 29 100 UG 1995 Y12151533 2068663540701478342LS‐1 4108612E 9500L HPSV 35 BROADVIEW DR S/S 500' N/W OF COUNTRYWOOD DR‐118.907383379 34.2685666859 CONCRETE 3/29/1995 29 100 UG 1995 Y121515332068672950171478342LS‐1 4108613E 9500L HPSV 35 BROADVIEW DR N/S 300' N/W OF COUNTRYWOOD‐118.906823644 34.2687872469 CONCRETE 6/19/1990 29 100 UG 1990 Y12151533 2068679963131478342LS‐1 4108614E 9500L HPSV 35 BROADVIEW DR W/S 60' N/O COUNTRYWOOD DR‐118.906114235 34.2692371312 CONCRETE 6/19/1990 29 100 UG 1990 Y12151533 2068679936331478342LS‐1 4108615E 9500L HPSV 35 BROADVIEW DR E/S AT COUNTRYWOOD DR‐118.905749808 34.2689208409 CONCRETE 6/19/1990 29 100 UG 1990 Y12151530 2068663823261478342LS‐1 4108616E 22000L HPSV 35 COUNTRYWOOD DR N/S, 105' E/O BENTCREEK RD‐118.908869795 34.2677083280 CONCRETE 9/22/1990 29 200 UG 1990 Y12151530 2068658912871478342LS‐1 4108617E 16000L HPSV 35 COUNTRYWOOD DR N/S @ BENTCREEK RD‐118.909522740 34.2676004895 CONCRETE 9/22/1990 29 150 UG 1990 Y12151530 2068658912881478342LS‐1 4108618E 16000L HPSV 35 COUNTRYWOOD DR N/S, 200' W/O BENTCREEK RD‐118.910186459 34.2673551160 CONCRETE 9/22/1990 29 150 UG 1990 Y12151530 2068658911641478342LS‐1 4108619E 9500L HPSV 35 BROADVIEW DR N/S 400' W/O MANORIVEW CT‐118.91028417134.2678630782 CONCRETE 10/28/1994 29 100 UG 1994 Y12151530 2068658911651478342LS‐1 4108620E 9500L HPSV 35 BROADVIEW DR S/S 190' W/O MANORVIEW CT‐118.909584569 34.2679221203 CONCRETE 10/28/1994 29 100 UG 1994 Y12151530 2068658911661478342LS‐1 4108621E 9500L HPSV 35 BROADVIEW DR S/S AT MANORVIEW CT‐118.908973058 34.2680357462 CONCRETE 10/28/1994 29 100 UG 1994 Y12151530 2068658911671478342LS‐1 4108624E 9500L HPSV 35 BROADVIEW E/S AT N/COR WOODHILL‐118.911013099 34.2670800407 CONCRETE 4/9/1991 29 100 UG 1991 Y12131530 2068658911681478342LS‐1 4108626E 9500L HPSV 35 WOODHILL DR S/S AT W/COR MOUNTAIN TRAIL‐118.910668151 34.2668643954 CONCRETE 3/26/1991 29 100 UG 1991 Y12131530 2068658908611478342LS‐1 4108627E 9500L HPSV 35 BROADVIEW DR E/S 80' S/O WOODHILL DR‐118.911057934 34.2667842648 CONCRETE 4/9/1991 29 100 UG 1991 Y12131530 2068658908421478342LS‐1 4108628E 9500L HPSV 35 BROADVIEW DR S/S 250' S/O WOODHILL‐118.91123774634.2662769767 CONCRETE 4/9/1991 29 100 UG 1991 Y12131530 2068658908431478342LS‐1 4108629E 9500L HPSV 35 BROADVIEW DR S/S 90' E/O KINGSVIEW‐118.912026905 34.2664204527 CONCRETE 4/9/1991 29 100 UG 1991 Y12131530 2068658908441478342LS‐1 4108630E 9500L HPSV 35 KINGSVIEW RD W/S 80' N/O BRAODWAY‐118.912198029 34.2666481764 CONCRETE 4/9/1991 29 100 UG 1991 Y12151530 2068658908451478342LS‐1 4108631E 9500L HPSV 35 KINGSVIEW W/S 265' N/O BROADWAY‐118.912027057 34.2672917914 CONCRETE 4/27/1993 29 100 UG 1993 Y12151530 2068658908461478342LS‐1 4108632E 9500L HPSV 35 KINGSVIEW RD W/S 450' N/O BROADWAY‐118.911820248 34.2678482451 CONCRETE 4/27/1993 29 100 UG 1993 Y12151530 2068658908471478342LS‐1 4108633E 9500L HPSV 35 KINGSVIEW RD S/S 155' W/O BRAODWAY‐118.911381978 34.2676144534 CONCRETE 4/9/1991 29 100 UG 1991 Y12151530 2068658911701478342LS‐1 4108634E 9500L HPSV 35 KINGSVIEW RD S/S AT W/COR BROADVIEW‐118.910986017 34.2674600806 CONCRETE 4/9/1991 29 100 UG 1991 Y12151530 2068663541111478342LS‐1 4108635E 9500L HPSV 35 STERLINGVIEW DR E/S AT COUNTRYWOOD DR‐118.90842544234.2676599147 CONCRETE 4/19/1995 29 100 UG 1995 Y12151530 2068663541121478342LS‐1 4108636E 9500L HPSV 35 STERLINGVIEW DR W/S AT ROSECREEK DR‐118.908463386 34.2671258836 CONCRETE 4/19/1995 29 100 UG 1995 Y12131530 2068663541131478342LS‐1 4108637E 9500L HPSV 35 STERLINGVIEW DR E/S 130' N/O BENTCREEK RD‐118.908454822 34.2665567724 CONCRETE 4/19/1995 29 100 UG 1995 Y12131530 2068664183661478342LS‐1 4108638E 9500L HPSV 35 BENTCREEK RD S/S AT STERLINGVIEW DR‐118.908728390 34.2661819700 CONCRETE 4/18/1995 29 100 UG 1995 Y12131530 2068664183671478342LS‐1 4108639E 9500L HPSV 35 STERLINVIEW DR S/S, 150' E/O BENTCREEK RD‐118.909268534 34.2661217666 CONCRETE 8/1/1995 29 100 UG 1995 Y12131530 2068664183681478342LS‐1 4108640E 9500L HPSV 35 BENTCREEK RD W/S 4' N/O STERLINGVIEW DR‐118.909796125 34.2662020978 CONCRETE 8/1/1995 29 100 UG 1995 Y12131530 2068664306921478342LS‐1 4108641E 9500L HPSV 35 BENTCREEK RD W/S 270' S/O COUNTRYWOOD DR‐118.91001528034.2668278082 CONCRETE 1/16/1996 29 100 UG 1996 Y12151530 2068664306931478342LS‐1 4108642E 9500L HPSV 35 BENTCREEK RD S/S, 200' S/O COUNTRYWOOD DR‐118.909471056 34.2669991648 CONCRETE 1/16/1996 29 100 UG 1996 Y12151530 2068664306941478342LS‐1 4108643E 9500L HPSV 35 BENTCREEK RD E/S AT COUNTRYWOOD DR‐118.909362555 34.2675120763 CONCRETE 1/16/1996 29 100 UG 1996 Y12151530 2068665168191478342LS‐1 4108644E 9500L HPSV 35 ROSECREEK DR N/S 75' E/O STERLINGVIEW DR‐118.908112462 34.2672235881 CONCRETE 4/24/1996 29 100 UG 1996 Y12151530 2068665168201478342LS‐1 4108645E 9500L HPSV 35 ROSECREEK DR N/S 240' E/O STERLINGVIEW DR‐118.907544955 34.2674539127 CONCRETE 4/24/1996 29 100 UG 1996 Y12151533 2068665168211478342LS‐1 4108646E 9500L HPSV 35 ROSECREEK DR N/S 140' W/O LAURELWOOD DR‐118.907001445 34.2677214765 CONCRETE 1/3/1997 29 100 UG 1997 Y12151533 2068665168221478342LS‐1 4108647E 9500L HPSV 35 ROSECREEK DR N/S AT LAURELWOOD‐118.90646604934.2679210745 CONCRETE 1/3/1997 29 100 UG 1997 Y12151533 2068665168231478342LS‐1 4108648E 9500L HPSV 35 LAURELWOOD DR W/S 80' N/O FLOWERCREEK RD‐118.906226183 34.2674800666 CONCRETE 1/3/1997 29 100 UG 1997 Y12151533 2068666743361478342LS‐1 4108649E 16000L HPSV 35 COUNTRYHILL RD W/S 70' S/O FLOWERCREEK DR‐118.905271122 34.2673242994 CONCRETE 12/27/1994 31 150 UG 1994 Y12151533 2068664984901478342LS‐1 4108650E 9500L HPSV 35 FLOWERCREEK DR S/S AT W/COR COUNTRYHILL RD‐118.905488761 34.2675264935 CONCRETE 7/1/1995 29 100 UG 1995 Y12131533 2068658912321478342LS‐1 4108702E 16000L HPSV 35 MOUNTAIN TRAIL S/S 240' E/O COUNTRY HILL DR‐118.903314134 34.2654561289 CONCRETE 4/2/1990 29 150 UG 1990 Y12131533 2068658912331478342LS‐1 4108703E 16000L HPSV 35 MOUNTAIN TRAIL S/S 40' E/O COUNTRY HILL‐118.903817466 34.2650091364 CONCRETE 4/2/1990 29 150 UG 1990 Y12131533 2068658912341478342LS‐1 4108704E 16000L HPSV 35 COUNTRY HILL DR W/S AT MOUNTAIN TRAIL‐118.90399173234.2650548939 CONCRETE 4/2/1990 29 150 UG 1990 Y12131533 2068658912351478342LS‐1 4108705E 16000L HPSV 35 MOUNTAIN TRAIL N/S 160' W/O COUNTRY HILL RD‐118.904376267 34.2649376232 CONCRETE 4/2/1990 29 150 UG 1990 Y12131533 2068658912361478342LS‐1 4108706E 16000L HPSV 35 MOUNTAIN TRAIL N/S 300' W/O COUNTRY HILL‐118.904851716 34.2649327113 CONCRETE 4/2/1990 29 150 UG 1990 Y12131533 2068658912371478342LS‐1 4108707E 16000L HPSV 35 MOUNTAIN TRAIL N/S 465' W/O COUNTRY HILL‐118.905494288 34.2648529029 CONCRETE 4/2/1990 29 150 UG 1990 Y12131533 2068658912381478342LS‐1 4108708E 16000L HPSV 35 MOUNTAIN TRAIL N/S 260' E/O AMBER RIDGE CT‐118.906159903 34.2646561544 CONCRETE 6/21/1990 29 150 UG 1990 Y12131533 2068658912401478342LS‐1 4108710E 16000L HPSV 35 MOUNTAIN TRAIL N/S 250' W/O AMBER RIDGE CR‐118.907134551 34.2636271900 CONCRETE 6/21/1990 29 150 UG 1990 Y12131530 2068658912411478342LS‐1 4108711E 16000L HPSV 35 MOUNTAIN TRAIL N/S 120' E/O TIMBER RIDGE‐118.90773239034.2635408247 CONCRETE 6/21/1990 29 150 UG 1990 Y12131530 2068658912421478342LS‐1 4108712E 16000L HPSV 35 MOUNTAIN TRAIL N/S AT TIMBER RIDGE‐118.908251813 34.2634652914 CONCRETE 6/21/1990 29 150 UG 1990 Y12131530 2068658912431478342LS‐1 4108713E 16000L HPSV 35 MOUNTAIN TRAIL N/S AT SUNSET RIDGE‐118.908972824 34.2637188316 CONCRETE 6/21/1990 29 150 UG 1990 Y12131530 2068658912441478342LS‐1 4108714E 16000L HPSV 35 MOUNTAIN TRAIL E/S 70' S/O SHADY RIDGE‐118.909184450 34.2642866561 CONCRETE 6/21/1990 29 150 UG 1990 Y12131530 2068658912451478342LS‐1 4108715E 16000L HPSV 35 MOUNTAIN TRAIL E/S 80' N/O SHADY RIDGE‐118.909157478 34.2646705663 CONCRETE 6/21/1990 29 150 UG 1990 Y12131530 2068658912481478342LS‐1 4108717E 16000L HPSV 35 MOUNTAINTRAIL E/S 500' S/O WOODHILL DR‐118.909822738 34.2654712905 CONCRETE 6/21/1990 29 150 UG 1990 Y12131530 2068658949931478342LS‐1 4108718E 16000L HPSV 35 MOUNTAIN TRAIL E/S 330' S/O WOODHILL DR‐118.91029070334.2658389896 CONCRETE 6/21/1990 29 150 UG 1990 Y12151533 2068664337561478342LS‐1 4108901E 9500L HPSV 35 CLEARWOOD DR W/S 195' S/O PINEDALE RD, MRPK‐118.901553027 34.2694449658 CONCRETE 4/27/1993 29 100 UG 1993 Y12151533 2068658908531478342LS‐1 4108902E 9500L HPSV 35 CLEARDALE E/S 225' S/O PINEDALE RD, MRPK‐118.902082603 34.2688811870 CONCRETE 6/24/1994 29 100 UG 1994 Y12151533 2068658908541478342LS‐1 4108903E 9500L HPSV 35 SAGEWOOD S/S 110' E/O CLEARDALE DR, MRPK‐118.901444431 34.2681924603 CONCRETE 6/24/1994 29 100 UG 1994 Y12151533 2068658908551478342LS‐1 4108904E 9500L HPSV 35 SAGEWOOD DR S/S 90' W/O CLEARDALE DR, MRPK‐118.902185000 34.2680423453 CONCRETE 6/24/1994 29 100 UG 1994 Y12151533 2068658908561478342LS‐1 4108905E 9500L HPSV 35 CLEARDALE RD W/S N/O SAGEWOOD DR, MRPK‐118.901911749 34.2682179603 CONCRETE 6/24/1994 29 100 UG 1994 Y12151533 2068658908571478342LS‐1 4108906E 9500L HPSV 35 CLEARDALE RD W/S, S/O PINEDALE RD, MRPK‐118.90246529134.2692758669 CONCRETE 6/23/1993 29 100 UG 1993 Y12131533 2068664596961478342LS‐1 4108907E 16000L HPSV 35 E/S, N/O MOUNTAINTRAIL 215'‐118.904218500 34.2656112285 CONCRETE 2/1/1995 29 150 UG 1995 Y12131533 2068664596971478342LS‐1 4108908E 16000L HPSV 35 COUNTRYHILL W/S, N/O MOUNTAINTRAIL 385'‐118.904711359 34.2659798029 CONCRETE 2/1/1995 29 150 UG 1995 Y12131533 2068664022541478342LS‐1 4108910E 16000L HPSV 35 COUNTRYHILL W/S, S/O SAGEWOOD 50'‐118.905131613 34.2670317678 CONCRETE 12/8/1994 29 150 UG 1994 Y12151533 2068658908581478342LS‐1 4108911E 9500L HPSV 35 COUNTRYHILL E/S, C/O SAGEWOOD‐118.905028227 34.2671819264 CONCRETE 4/8/1993 29 100 UG 1993 Y12151533 2068664022511478342LS‐1 4108912E 16000L HPSV 35 COUNTRYHILL E/S, N/O SAGEWOOD 240'‐118.905408185 34.2676781130 CONCRETE 11/28/1994 29 150 UG 1994 Y12151533 2068664022501478342LS‐1 4108913E 16000L HPSV 35 COUNTRYHILL W/S, S/O COUNTRYWOOD 200'‐118.906003967 34.2681193041 CONCRETE 11/28/1994 29 150 UG 1994 Y12151533 2068664022491478342LS‐1 4108914E 16000L HPSV 35 COUNTRYHILL E/S, C/O COUNTRYWOOD‐118.906181481 34.2685629084 CONCRETE 11/28/1994 29 150 UG 1994 Y12151533 2068658912941478342LS‐1 4108915E 16000L HPSV 35 COUNTRYWOOD S/S, E/O BROADVIEW 70'‐118.90555777734.2688681778 CONCRETE 6/19/1990 29 150 UG 1990 Y12151533 2068658912951478342LS‐1 4108916E 16000L HPSV 35 COUNTRYWOOD N/S, E/O BROADVIEW 250'‐118.905005989 34.2691512875 CONCRETE 6/19/1990 29 150 UG 1990 Y12151533 2068664596981478342LS‐1 4108917E 9500L HPSV 35 GENTLEWOOD S/S, W C/O WESTDALE‐118.904883849 34.2684563610 CONCRETE 5/9/1996 29 100 UG 1996 Y12151533 2068664596991478342LS‐1 4108918E 9500L HPSV 35 GENTLEWOOD S/S, E/O WESTDALE 300'‐118.903895614 34.2687665312 CONCRETE 5/9/1996 29 100 UG 1996 Y12151533 2068664597001478342LS‐1 4108919E 9500L HPSV 35 GENTLEWOOD N/S, E/O WESTDALE 150'‐118.904402141 34.2687120765 CONCRETE 10/17/1995 29 100 UG 1995 Y12151533 2068664008191478342LS‐1 4108920E 9500L HPSV 35 GENTLEWOOD N/S, W/O WESTDALE 120'‐118.905449829 34.2683562900 CONCRETE 9/28/1995 29 100 UG 1995 Y12151533 2068664008201478342LS‐1 4108921E 9500L HPSV 35 WESTDALE RD W/S, SW C/O GLENWOOD DR‐118.905039785 34.2683830130 CONCRETE 9/28/1995 29 100 UG 1995 Y229
12151533 2068664315501478342LS‐1 4108922E 9500L HPSV 35 WESTDALE E/S, N/O SAGEWOOD 180'‐118.904631869 34.2679089093 CONCRETE 1/5/1996 29 100 UG 1996 Y12151533 2068658908591478342LS‐1 4108923E 9500L HPSV 35 WESTDALE W/S, NW C/O SAGEWOOD‐118.904540530 34.2674787424 CONCRETE 4/8/1993 29 100 UG 1993 Y12151533 2068658908601478342LS‐1 4108924E 9500L HPSV 35 SAGEWOOD S/S, S/O WESTDALE 60'‐118.904394863 34.2674102969 CONCRETE 4/8/1993 29 100 UG 1993 Y12131548 2068658995591478342LS‐1 4124747E 22000L HPSV 35 W/S SUNSET VLLY RD, 63' S/O TIERRA RAJADA RD‐118.855208296 34.2639869870 WOOD 7/21/1993 45 200 OH 1993 N12151536 2068658899411478342LS‐1 4124804E 5800L HPSV 35 WALNUT CREEK W/S, 160' N/O ALDERGLEN ST‐118.889188976 34.2682039874 CONCRETE 9/18/1989 25 70 UG 1989 Y12151536 2068658899421478342LS‐1 4124805E 5800L HPSV 35 ALDERGLEN ST S/S 40' W/O WALNUT CREEK‐118.888937354 34.2677079906 CONCRETE 9/18/1989 25 70 UG 1989 Y12151536 2068658899431478342LS‐1 4124806E 5800L HPSV 35 RIVERGLEN W/S AT N/COR ALDERGLEN‐118.88921206034.2678284071 CONCRETE 9/18/1989 25 70 UG 1989 Y12151536 2068658899441478342LS‐1 4124807E 5800L HPSV 35 ALDERGLEN S/S 50' W/O RIVERGLEN‐118.889329849 34.2676970289 CONCRETE 9/18/1989 25 70 UG 1989 Y12151536 2068658894561478342LS‐1 4124808E 4000L HPSV 35 ALDERGLEN ST S/S25' BROOKGLEN ST‐118.889917370 34.2677565272 CONCRETE 1/1/1920 31 50 UG 1957 Y12151536 2068658899451478342LS‐1 4124809E 5800L HPSV 35 BROOKGLEN W/S AT N/COR ALDERGLEN‐118.890149682 34.2680045245 CONCRETE 9/18/1989 25 70 UG 1989 Y12151536 2068658899461478342LS‐1 4124810E 5800L HPSV 35 BROOKGLEN W/S 150' N/O ALDERGLEN‐118.890015601 34.2683302456 CONCRETE 9/18/1989 25 70 UG 1989 Y12151536 2068658899471478342LS‐1 4124811E 5800L HPSV 35 BROOKGLEN W/S 273' N/O ALDERGLEN‐118.889834438 34.2686081161 CONCRETE 9/18/1989 25 70 UG 1989 Y12151536 2068658899481478342LS‐1 4124812E 5800L HPSV 35 BROOKGLEN N/S 140' W/O RIVERGLEN‐118.889577358 34.2687819178 CONCRETE 9/18/1989 25 70 UG 1989 Y12151536 2068658899491478342LS‐1 4124813E 5800L HPSV 35 RIVERGLEN N/S 170' E/O BROOKGLEN‐118.889133467 34.2686977169 CONCRETE 9/18/1989 25 70 UG 1989 Y12151536 2068658899501478342LS‐1 4124814E 5800L HPSV 35 RIVERGLEN E/S, 235' N/O ALDERGLEN ST‐118.88900168234.2684626554 CONCRETE 9/18/1989 25 70 UG 1989 Y12151536 2068658899511478342LS‐1 4124815E 5800L HPSV 35 ALDERGLEN S/S 85' W/O BROOKGLEN‐118.890481548 34.2680921979 CONCRETE 9/18/1989 25 70 UG 1989 Y12171542 2068658913851478342LS‐1 4124837E 22000L HPSV 35 LOS ANGELES AVE S/S 140' W/O SPRING RD‐118.875393975 34.2789782661 CONCRETE 10/2/1989 29 200 UG 1989 Y12171542 2068658913861478342LS‐1 4124838E 22000L HPSV 35 SPRING RD W/S 100' S/O LOS ANGELES AV‐118.875003452 34.2788924559 CONCRETE 10/2/1989 29 200 UG 1989 Y12171542 2068658913871478342LS‐1 4124839E 22000L HPSV 35 SPRING RD W/S 240' S/O LOS ANG AV‐118.875008300 34.2784078575 CONCRETE 10/2/1989 29 200 UG 1989 Y12271554 2068658911101478342LS‐1 4125106E 9500L HPSV 35 BORGES DR W/S, 40' N/O UNIVERSITY DR‐118.836698741 34.3054335271 CONCRETE 8/31/1990 29 100 UG 1990 Y12271554 2068658911131478342LS‐1 4125107E 9500L HPSV 35 BORGES DR E/S, 80' N/O UNIVERSITY DR‐118.83675403934.3056257859 CONCRETE 2/10/1995 29 100 UG 1995 Y12271554 2068658906301478342LS‐1 4125108E 5800L HPSV 35 IMBACH PL S/S, 40' W/O BORGES DR‐118.837262496 34.3059681303 CONCRETE 2/10/1995 25 70 UG 1995 Y12271554 2068658911141478342LS‐1 4125109E 9500L HPSV 35 BORGES DR E/S, 40' N/O IMBACH PL‐118.837094286 34.3060562174 CONCRETE 2/10/1995 29 100 UG 1995 Y12271554 2068658906961478342LS‐1 4125110E 5800L HPSV 35 IMBACH PL N/S, 145' W/O BORGES DR‐118.837618070 34.3060984084 CONCRETE 2/10/1995 25 70 UG 1995 Y12271554 2068658906971478342LS‐1 4125111E 5800L HPSV 35 IMBACH PL E/S, 260' W/O BORGES DR‐118.837631051 34.3057882544 CONCRETE 2/10/1995 25 70 UG 1995 Y12271554 2068658906981478342LS‐1 4125112E 5800L HPSV 35 IMBACH PL W/S, 340' W/O BORGES DR‐118.837916187 34.3055640450 CONCRETE 2/10/1995 25 70 UG 1995 Y12271554 2068658912161478342LS‐1 4125113E 9500L HPSV 35 BORGES DR E/S, 210' N/O IMBACH PL‐118.83700558734.3065793002 CONCRETE 2/10/1995 29 100 UG 1995 Y12271554 2068665114871478342LS‐1 4125114E 9500L HPSV 35 BORGES DR E/S, 350' N/O IMBACH PL‐118.837168942 34.3069107226 CONCRETE 9/19/1996 29 100 UG 1996 Y12271554 2068665114881478342LS‐1 4125115E 9500L HPSV 35 BORGES DR N/S, 140' E/O ALUMNI WAY‐118.837619155 34.3071449583 CONCRETE 9/19/1996 29 100 UG 1996 Y12271554 2068665114891478342LS‐1 4125116E 9500L HPSV 35 BORGES DR S/S, 45' W/O ALUMNI WAY‐118.838188633 34.3072084999 CONCRETE 11/18/1996 29 100 UG 1996 Y12271554 2068665114901478342LS‐1 4125117E 9500L HPSV 35 BORGES DR S/S, 190' W/O ALUMNI WAY‐118.838720953 34.3073421154 CONCRETE 9/19/1996 29 100 UG 1996 Y12291554 2068665114911478342LS‐1 4125118E 9500L HPSV 35 BORGES DR S/S, 190' E/O HEARON DR‐118.839275246 34.3075955049 CONCRETE 9/19/1996 29 100 UG 1996 Y12291551 2068665114921478342LS‐14125119E 9500L HPSV 35 BORGES DR S/S, 45' E/O HEARON DR‐118.839654781 34.3077748160 CONCRETE 9/19/1996 29 100 UG 1996 Y12271554 2068665114931478342LS‐1 4125120E 5800L HPSV 35 ALUMNI WAY E/S, 45' N/O BORGES DR‐118.837970899 34.3073077319 CONCRETE 9/19/1996 25 70 UG 1996 Y12291554 2068664984911478342LS‐1 4125121E 5800L HPSV 35 ALUMNI WAY E/S, 195' N/O BORGES DR‐118.837842757 34.3077371434 CONCRETE 5/25/1995 25 70 UG 1995 Y12291554 2068665114941478342LS‐1 4125122E 5800L HPSV 35 HARTE LN S/S, 40' E/O ALUMNI WAY‐118.837686403 34.3081462772 CONCRETE 5/25/1995 25 70 UG 1995 Y12291554 2068658906321478342LS‐1 4125123E 5800L HPSV 35 HARTE LN S/S, 230' W/O ALUMNI WAY‐118.837082611 34.3079552202 CONCRETE 8/28/1990 25 70 UG 1990 Y12271554 2068658906331478342LS‐1 4125124E 5800L HPSV 35 HARTE LN S/S, 400' E/O ALUMNI WAY‐118.836535169 34.3075913370 CONCRETE 5/25/1995 25 70 UG 1995 Y12291554 2068658906341478342LS‐14125125E 5800L HPSV 35 HARTE LN S/S, 100' W/O ALUMNI WAY‐118.838113652 34.3082025309 CONCRETE 8/28/1990 25 70 UG 1990 Y12291554 2068658906351478342LS‐1 4125126E 5800L HPSV 35 HARTE LN S/S, 270' W/O ALUMNI WAY‐118.838679032 34.3083146105 CONCRETE 8/28/1990 25 70 UG 1990 Y12291551 2068658906361478342LS‐1 4125127E 5800L HPSV 35 BORGES DR S/S, 160' W/O HEARON DR‐118.840217862 34.3080558416 CONCRETE 8/28/1990 25 70 UG 1990 Y12291551 2068658906371478342LS‐1 4125128E 5800L HPSV 35 BORGES DR S/S, 320' W/O HEARON DR‐118.840608428 34.3083347153 CONCRETE 8/28/1990 25 70 UG 1990 Y12291551 2068663550351478342LS‐1 4125129E 5800L HPSV 35 BORGES DR S/S, 470' W/O HEARON DR‐118.841003990 34.3085797151 CONCRETE 8/28/1990 25 70 UG 1990 Y12291551 2068665114951478342LS‐1 4125130E 9500L HPSV 35 HEARON DR E/S, 210' N/O MALLORY CT‐118.839993847 34.3075626072 CONCRETE 5/25/1995 29 100 UG 1995 Y122715512068658911151478342LS‐1 4125131E 9500L HPSV 35 HEARON DR W/S, 100' N/O MALLORY CT‐118.840383089 34.3073850003 CONCRETE 1/29/1991 29 100 UG 1991 Y12271551 2068658906381478342LS‐1 4125132E 5800L HPSV 35 MALLORY CT N/S, 40' W/O HEARON DR‐118.840595742 34.3072174248 CONCRETE 7/26/1990 25 70 UG 1990 Y12271551 2068658906391478342LS‐1 4125133E 5800L HPSV 35 HEARON DR E/S, 45' S/O MALLORY CT‐118.840582950 34.3070266660 CONCRETE 7/26/1990 29 70 UG 1990 Y12271551 2068658906401478342LS‐1 4125134E 5800L HPSV 35 MALLORY CT N/S, 190' E/O HEARON DR‐118.839973550 34.3069122996 CONCRETE 7/26/1990 25 70 UG 1990 Y12271551 2068658906411478342LS‐1 4125135E 5800L HPSV 35 MALLORY CT N/S, 350' W/O HEARON DR‐118.839627950 34.3067761137 CONCRETE 7/26/1990 25 70 UG 1990 Y12271554 2068658906421478342LS‐1 4125136E 5800L HPSV 35 MALLORY CT N/S, 510' W/O HEARON DR‐118.83920625134.3067032059 CONCRETE 7/26/1990 25 70 UG 1990 Y12271551 2068658906431478342LS‐1 4125137E 5800L HPSV 35 MALLORY CT S/S, 55' W/O HEARON DR‐118.840726484 34.3071428026 CONCRETE 2/13/1991 25 70 UG 1991 Y12271551 2068658906441478342LS‐1 4125138E 5800L HPSV 35 MALLORY CT S/S, 220' W/O HEARON DR‐118.841142074 34.3074590758 CONCRETE 1/29/1991 25 70 UG 1991 Y12291551 2068658906451478342LS‐1 4125139E 5800L HPSV 35 MALLORY CT S/S, 375' W/O HEARON DR‐118.841571971 34.3077146026 CONCRETE 1/29/1991 25 70 UG 1991 Y12291551 2068658906461478342LS‐1 4125140E 5800L HPSV 35 MALLORY CT S/S, 520' W/O HEARON DR‐118.841976447 34.3080212381 CONCRETE 1/29/1991 25 70 UG 1991 Y12131539 2068658907861478342LS‐1 4125148E 9500L HPSV 35 TIERRA REJADA C/L 520' W/O HIDDEN PINES‐118.878360462 34.2631535597 CONCRETE 5/15/1991 29 100 UG 1991 Y12171539 2068658912561478342LS‐1 4125385E 16000L HPSV 35 PARK LN W/S, 200' S/O LOS ANGELES AVENUE‐118.88568557934.2784755549 CONCRETE 7/29/1991 29 150 UG 1991 Y12151533 2068663021005701812LS‐1 4125728E 5800L HPSV 35 COMMUNITY PARK ACCESS RD W/S, 30' N/O COUNTRYWOOD‐118.900057508 34.2715558875 CONCRETE 4/8/1993 25 70 UG 1993 Y12151533 2068663021025701812LS‐1 4125730E 5800L HPSV 35 COMMUNITY PARK ACCESS RD N/S, 380' N/O COUNTRYWOOD‐118.899830313 34.2722662265 CONCRETE 4/8/1993 25 70 UG 1993 Y12151533 2068663021035701812LS‐1 4125731E 5800L HPSV 35 COMMUNITY PARK ACCESS RD N/S, 540' N/O COUNTRYWOOD‐118.899476511 34.2725295761 CONCRETE 4/8/1993 25 70 UG 1993 Y12151533 2068665619635701812LS‐1 4125732E 5800L HPSV 35 COMMUNITY PARK ACCESS RD N/S, 570' W/O PK BOUNDRY‐118.899028905 34.2727398164 CONCRETE 4/8/1993 25 70 UG 1993 Y12151533 2068665619645701812LS‐1 4125733E 5800L HPSV 35 COMMUNITY PARK ACCESS RD N/S, 395' W/O PK BOUNDRY‐118.89842069234.2727651035 CONCRETE 4/8/1993 25 70 UG 1993 Y12151533 2068665619655701812LS‐1 4125734E 5800L HPSV 35 COMMUNITY PARK ACCESS RD N/S, 350' W/O PK BOUNDRY‐118.898035709 34.2727439166 CONCRETE 4/8/1993 25 70 UG 1993 Y12171536 2068665619665701812LS‐1 4125735E 5800L HPSV 35 COMMUNITY PARK ACCESS RD N/S, 175' W/O PK BOUNDRY‐118.897530490 34.2729470900 CONCRETE 4/8/1993 25 70 UG 1993 Y12171536 2068665619675701812LS‐1 4125736E 5800L HPSV 35 COMMUNITY PARK ACCESS RD N/S, 20' W/O PK BOUNDRY‐118.897057373 34.2732243144 CONCRETE 4/8/1993 25 70 UG 1993 Y12251527 2068677510301478342LS‐1 4125801E 9500L HPSV 35 GRIMES CNY RD S/S, 360' E/O TURFWAY‐118.919494077 34.2965399768 CONCRETE 7/19/1991 25 100 UG 1991 Y12251527 2068677510311478342LS‐1 4125802E 9500L HPSV 35 TURFWAY E/S, 60' S/O GRIMES CYN RD‐118.920499365 34.2961012262 CONCRETE 7/19/1991 29 100 UG 1991 Y12231527 2068677510321478342LS‐14125803E 9500L HPSV 35 TURFWAY W/S, 60' S/O PIMLICO‐118.919527969 34.2938214099 CONCRETE 7/19/1991 29 100 UG 1991 Y12231527 2068677510331478342LS‐1 4125804E 9500L HPSV 35 ALYSHEBA N/S, 50' E/O TURFWAY‐118.919415539 34.2925660629 CONCRETE 7/19/1991 29 100 UG 1991 Y12231530 2068677510341478342LS‐1 4125805E 9500L HPSV 35 ALYSHEBA N/S, 30' W/O AFFIRMED‐118.915808718 34.2934913049 CONCRETE 7/19/1991 29 100 UG 1991 Y12231530 2068677510351478342LS‐1 4125806E 9500L HPSV 35 SEABISCUIT N/S, 540' S/O ALYSHEBA‐118.915538101 34.2920545529 CONCRETE 7/19/1991 29 100 UG 1991 Y12251530 2068677510381478342LS‐1 4125807E 9500L HPSV 35 AFFIRMED E/S, 5' S/O PIMLICO‐118.915889889 34.2952955040 CONCRETE 7/19/1991 29 100 UG 1991 Y12151533 2068658911841478342LS‐1 4126009E 9500L HPSV 35 NORTHDALE RD S/S, W/O CLEARWOOD DR, MRPK‐118.902662518 34.2705478729 CONCRETE 6/19/1990 29 100 UG 1990 Y12151533 2068658912961478342LS‐1 4126010E 16000L HPSV 35 COUNTRYWOOD DR N/S W/O CLEARWOOD DR, MRPK‐118.902350698 34.2703067193 CONCRETE 6/19/1990 29 150 UG 1990 Y12151533 2068658911851478342LS‐1 4126011E 9500L HPSV 35 CLEARWOOD DR W/S, N/O COUNTRYWOOD DR, MRPK‐118.90236585934.2703678858 CONCRETE 6/19/1990 29 100 UG 1990 Y12151533 2068658911861478342LS‐1 4126012E 9500L HPSV 35 NORTHDALE RD S/S, 220' E/O CLEARWOOD DR, MRPK‐118.901989036 34.2709317887 CONCRETE 12/1/1993 29 100 UG 1993 Y12151533 2068658912511478342LS‐1 4126013E 16000L HPSV 35 COUNTRYWOOD DR N/S 200' W/O TIERRA REJADA, MRPL‐118.901259069 34.2708644953 CONCRETE 6/19/1990 29 150 UG 1990 Y12151533 2068658911731478342LS‐1 4126014E 9500L HPSV 35 NORTHDALE RD N/S 400' E/O CLEARWOOD DR, MRPK‐118.901493816 34.2712790068 CONCRETE 12/1/1993 29 100 UG 1993 Y12151533 2068658911871478342LS‐1 4126015E 9500L HPSV 35 NORTHDALE RD N/S 40' E/O CLEARWOOD DR, MRPK‐118.902516334 34.2707529295 CONCRETE 12/1/1993 29 100 UG 1993 Y12151533 2068658911881478342LS‐1 4126016E 9500L HPSV 35 NORTHDALE RD N/S 230' W/O CLEARWOOD DR, MRPK‐118.90317016434.2702893011 CONCRETE 6/19/1990 29 100 UG 1990 Y12151533 2068658911711478342LS‐1 4126017E 9500L HPSV 35 NORTHDALE RD N/S 350' W/O CLEARWOOD DR, MRPK‐118.903523378 34.2698796507 CONCRETE 6/19/1990 29 100 UG 1990 Y12151533 2068664148631478342LS‐1 4126018E 9500L HPSV 35 TIMBERDALE RD E/S S/O COUNTRYWOOD DR, MRPK‐118.903365771 34.2694949267 CONCRETE 10/15/1992 29 100 UG 1992 Y230
12151533 2068658912971478342LS‐1 4126019E 16000L HPSV 35 COUNTRYWOOD DR S/S E/O TIMBERDALE DR, MRPK‐118.903273217 34.2695607730 CONCRETE 6/19/1990 29 150 UG 1990 Y12151533 2068658912981478342LS‐1 4126020E 16000L HPSV 35 COUNTRYWOOD DR S/S 240' E/O TIMBERDALE DR, MRPK‐118.902752082 34.2698169919 CONCRETE 6/19/1990 29 150 UG 1990 Y12151533 2068664407091478342LS‐1 4126021E 9500L HPSV 35 CLEARWOOD DR E/S S/O COUNTRYWOOD DR, MRPK‐118.902130051 34.2703305633 CONCRETE 3/26/1991 29 100 UG 1991 Y12151533 2068658912991478342LS‐1 4126022E 16000L HPSV 35 COUNTRYWOOD DR S/S 100' E/O CLEARWOOD DR, MRPK‐118.901981089 34.2704590804 CONCRETE 6/19/1990 29 150 UG 1990 Y12151533 2068658909071478342LS‐1 4126023E 9500L HPSV 35 PINEDALE RD N/S 220' E/O CLEARWOOD DR, MRPK‐118.901265534 34.2702746974 CONCRETE 9/14/1992 29 100 UG 1992 Y12151533 2068658909081478342LS‐1 4126024E 9500L HPSV 35 PINEDALE RD W/S 400' N/O CLEARWOOD DR, MRPK‐118.90105731534.2701467096 CONCRETE 9/14/1992 29 100 UG 1992 Y12151533 2068658909091478342LS‐1 4126025E 9500L HPSV 35 PINEDALE RD E/S 200' N/O CLEARWOOD DR, MRPK‐118.900405143 34.2696179119 CONCRETE 9/14/1992 29 100 UG 1992 Y12151533 2068658909101478342LS‐1 4126026E 9500L HPSV 35 PINEDALE RD E/S, N/O CLEARWOOD DR, MRPK‐118.900123565 34.2691903027 CONCRETE 9/14/1992 29 100 UG 1992 Y12151533 2068664315471478342LS‐1 4126027E 9500L HPSV 35 CLEARWOOD DR S/S 35' W/O PINEDALE RD, MRPK‐118.900199964 34.2689938960 CONCRETE 12/22/1995 29 100 UG 1995 Y12151533 2068664148591478342LS‐1 4126034E 5800L HPSV 35 PINEDALE RD N/S E/O CLEARWOOD DR, MRPK‐118.901788232 34.2699957657 CONCRETE 3/26/1991 29 70 UG 1991 Y12151533 2068664148601478342LS‐1 4126035E 9500L HPSV 35 PINEDALE RD N/S 170' E/O TIMBERDALE RD, MRPK‐118.902539394 34.2693867096 CONCRETE 3/26/1991 29 100 UG 1991 Y12151533 2068664148661478342LS‐14126036E 9500L HPSV 35 PINEDALE RD N/S E/O TIMBERDALE RD, MRPK‐118.903171415 34.2691377907 CONCRETE 3/26/1991 29 100 UG 1991 Y12151533 2068664315481478342LS‐1 4126037E 9500L HPSV 35 CLEARWOOD DR N/S 280' W/O PINEDALE RD, MRPK‐118.900827274 34.2689172097 CONCRETE 12/22/1995 29 100 UG 1995 Y12151533 2068664315491478342LS‐1 4126038E 9500L HPSV 35 CLEARWOOD DR E/S 385' S/O PINEDALE RD, MRPK‐118.901082465 34.2690583516 CONCRETE 12/22/1995 29 100 UG 1995 Y12151533 2068664337541478342LS‐1 4126039E 9500L HPSV 35 CLEARWOOD DR E/S, S/O PINEDALE RD, MRPK‐118.901764070 34.2698830237 CONCRETE 3/26/1991 29 100 UG 1991 Y12151533 2068664337551478342LS‐1 4126040E 9500L HPSV 35 PINEDALE RD S/S 100' W/O CLEARWOOD DR, MRPK‐118.902169428 34.2695787408 CONCRETE 3/26/1991 29 100 UG 1991 Y12251551 20686659330013411275LS‐1 4178798E 5800L HPSV 35 PECAN DR. S/S 200' E/O PECAN AVE.‐118.84411303534.2987545001 CONCRETE 12/8/1997 25 70 UG 1997 Y12191536 2068658909721478342LS‐1 4197765E 9500L HPSV 35 W/S ATLANTIS CT‐118.895175859 34.2823465710 CONCRETE 2/7/1994 29 100 UG 1994 Y12191536 2068658913371478342LS‐1 4197773E 22000L HPSV 35 LOS ANGELES AVE AND MAUREEN LANE N/E CORNER‐118.896062254 34.2790418858 CONCRETE 4/11/1994 29 200 UG 1994 Y12191536 2068658913381478342LS‐1 4197774E 22000L HPSV 35 LOS ANGELES AVE N/S, 170' E/O MAUREEN LANE.‐118.895584046 34.2790378785 CONCRETE 4/11/1994 29 200 UG 1994 Y12211539 2068658902981478342LS‐1 4197929E 5800L HPSV 35 132'N/O FIRST ST 2630' W/O BARD ST‐118.880322599 34.2845047386 WOOD 12/16/1991 50 70 OH 1991 N12151530 2068658912211478342LS‐1 4197977E 9500L HPSV 35 BROADVIEW E/S 160' N/O WOODHILL‐118.910737508 34.2675073263 CONCRETE 11/19/1991 29 100 UG 1991 Y12211545 2068663022911478342LS‐1 4198030E 9500L HPSV 35 LOS ANGELES AVE S/S, 320' W/O NOGALES AVE‐118.862887094 34.2878574048 WOOD 5/6/1991 50 100 OH 1991 N121515362068658899521478342LS‐1 4198217E 5800L HPSV 35 N/W COR. WALNUT CREEK RD. X CEDAR GLEN MOORPARK‐118.891223050 34.2708529935 CONCRETE 5/6/1992 25 70 UG 1992 Y12191536 2068658909731478342LS‐1 4198219E 9500L HPSV 35 HERTZ ST. N/S AT BONSAI AVE‐118.894160765 34.2821367175 CONCRETE 1/29/1992 29 100 UG 1992 Y12191533 2068658910051478342LS‐1 4198224E 9500L HPSV 35 COMMERCE AVE E/S 260' S/O POINDEXTER AVE‐118.898964424 34.2831630834 CONCRETE 5/6/1992 25 100 UG 1992 Y12131536 2068658906581478342LS‐1 4198288E 5800L HPSV 35 N/S OF RIVERGROVE ST 20' W/O PINE HOLLOW‐118.891696552 34.2657182804 CONCRETE 3/16/1991 25 70 UG 1991 Y12131542 2068665223501478342LS‐1 4198518E 9500L HPSV 35 TIERRA REJADA RD.C/L 225'W/O HIDDEN PINES‐118.877065274 34.2629533220 CONCRETE 3/24/1997 29 100 UG 1997 Y12151533 2068658909111478342LS‐1 4198781E 9500L HPSV 35 TIERRA REJADA C/L 1345' W/O MTN. TRAIL MOORPARK‐118.90044385134.2706209326 CONCRETE 1/14/1992 29 100 UG 1992 Y12151542 2068658914291478342LS‐1 4198786E 22000L HPSV 35 PEACH HILL RD. S/S 396' W/O MILL VALLEY RD. M.P.‐118.872725292 34.2714545332 CONCRETE 1/29/1991 29 200 UG 1991 Y12211536 2068664402391478342LS‐1 4205001E 9500L HPSV 35 S/S POINDEXTER AV, SE C/O TECH CIRCLE‐118.895500044 34.2846007992 WOOD 1/28/1992 80 100 OH 1992 N12211536 2068664402401478342LS‐1 4205003E 9500L HPSV 35 S/S POINDEXTER AVE., 360' E/O TECH CIRCLE‐118.892679196 34.2849908604 WOOD 1/28/1992 80 100 OH 1992 N12211536 2068664402411478342LS‐1 4205004E 9500L HPSV 35 S/S POINDEXTER AVE., 500' W/O SIERRA AVE.‐118.891499738 34.2849873716 WOOD 1/23/1992 80 100 OH 1992 N12211536 2068664402421478342LS‐1 4205005E 9500L HPSV 35 S/S POINDEXTER AVE., 69' W/O SIERRA AVE.‐118.890034740 34.2850117001 WOOD 1/23/1992 80 100 OH 1992 N12211536 2068664402431478342LS‐1 4205006E 9500L HPSV 35 S/S POINDEXTER AVE., 200' E/O SIERRA AVE.‐118.88892892834.2850169858 WOOD 1/23/1992 80 100 OH 1992 N12211539 2068664402441478342LS‐1 4205008E 9500L HPSV 35 S/S POINDEXTER AVE., 1/10 MILE E/O SIERRA AVE.‐118.888055251 34.2850167648 WOOD 1/23/1992 80 100 OH 1992 N12211539 2068664402451478342LS‐1 4205009E 9500L HPSV 35 S/S POINDEXTER AVE., 750' E/O SIERRA AVE.‐118.887311511 34.2850179397 WOOD 1/23/1992 80 100 OH 1992 N12211539 2068658902771478342LS‐1 4205010E 9500L HPSV 35 S/S POINDEXTER AVE 1075' E/O SIERRA AVE‐118.886710748 34.2849218518 WOOD 1/23/1992 80 100 OH 1992 N12211539 2068658902921478342LS‐1 4205011E 5800L HPSV 35 CHARLES ST N/S, 16' E/O MOORPARK AVE‐118.882186715 34.2865424498 WOOD 3/29/1992 70 70 OH 1992 N12211539 2068672514961478342LS‐1 4205012E 5800L HPSV 35 N/S CHARLES ST., 150' E/O MOORPARK AVE.‐118.881740374 34.2867683828 WOOD 3/18/1992 70 70 OH 1992 N12211539 2068658903411478342LS‐14205013E 5800L HPSV 35 N/W C/O CHARLES ST. AND WALNUT ST.‐118.880960471 34.2867645333 WOOD 3/17/1992 70 70 OH 1992 N12211539 2068658903421478342LS‐1 4205015E 5800L HPSV 35 N/S CHARLES ST., 50' W/O BARD ST.‐118.879910692 34.2867563893 WOOD 3/18/1992 70 70 OH 1992 N12211539 2068658903431478342LS‐1 4205016E 5800L HPSV 35 N/E C/O CHARLES ST. AND BARD ST.‐118.879372901 34.2867670081 WOOD 3/20/1992 70 70 OH 1992 N12211542 2068658903441478342LS‐1 4205017E 5800L HPSV 35 N/S CHARLES ST., 200' E/O MAGNOLIA AVE.‐118.877193655 34.2867656187 WOOD 3/20/1992 70 70 OH 1992 N12171533 2068658912521478342LS‐1 4216268E 16000L HPSV 35 W/S MIRA SOL DR P/P 850' S/O L.A. AVE‐118.904041352 34.2760750571 WOOD 7/27/1993 35 150 OH 1993 Y12151533 20686686402513517210LS‐1 4216270E 9500L HPSV 35 MOUNTAIN TRAIL ST S/S 300' E/O CEDAR SPRINGS ST‐118.89768782034.2675435804 CONCRETE 4/3/2001 31 100 UG 2001 Y12171545 2068668917891478342LS‐1 4216431E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 2092' S/O NEW LOS ANGELES AVE‐118.866084934 34.2750960094 CONCRETE 8/2/2001 31 100 UG 2001 Y12211539 2068667648561478342LS‐1 4216450E 5800L HPSV 35 CASEY RD N/S, 50' W/O WALNUT CANYON‐118.883850862 34.2888892062 CONCRETE 8/25/1999 26 70 UG 1999 Y12211539 2068664045551478342LS‐1 4216574E 5800L HPSV 35 2' W/O WALNUT ST 150' S/O CHARLES ST‐118.881058325 34.2863190966 WOOD 10/25/1995 50 70 OH 1995 N12191539 2068658902311478342LS‐1 4216875E 5800L HPSV 35 MOORPARK RD. W/S 635' N/O L.A.‐118.882294123 34.2813589847 CONCRETE 6/25/1992 25 70 UG 1992 Y12151545 2068658900641478342LS‐1 4216922E 5800L HPSV 35 PEACH HILL S/S, 65' W/O SCIENCE DR‐118.863974696 34.2693903919 CONCRETE 6/23/1993 25 70 UG 1993 Y12151545 2068658900651478342LS‐1 4216923E 5800L HPSV 35 PEACH HILL S/S, 222' W/O SCIENCE DR‐118.86439856334.2692518393 CONCRETE 6/23/1993 25 70 UG 1993 Y12151545 2068658900661478342LS‐1 4216924E 5800L HPSV 35 PEACH HILL S/S, 378' W/O SCIENCE DR‐118.864661565 34.2691937121 CONCRETE 6/23/1993 25 70 UG 1993 Y12151545 2068658900671478342LS‐1 4216925E 5800L HPSV 35 PEACH HILL S/S, 535' W/O SCIENCE DR‐118.865081884 34.2692077777 CONCRETE 6/23/1993 25 70 UG 1993 Y12151545 2068658900681478342LS‐1 4216926E 5800L HPSV 35 PEACH HILL S/S, 690' W/O SCIENCE DR‐118.865491433 34.2692935259 CONCRETE 6/23/1993 25 70 UG 1993 Y12151545 2068658900691478342LS‐1 4216927E 5800L HPSV 35 PEACH HILL S/S, 845' W/O SCIENCE DR‐118.865999550 34.2694622670 CONCRETE 6/23/1993 25 70 UG 1993 Y12151545 2068658900701478342LS‐1 4216928E 5800L HPSV 35 PEACH HILL W/S, 973' W/O SCIENCE DR‐118.866345369 34.2696791043 CONCRETE 6/23/1993 25 70 UG 1993 Y12151545 2068658900711478342LS‐1 4216929E 5800L HPSV 35 PEACH HILL W/S, 1129' S/O SCIENCE DR‐118.86671976034.2699974021 CONCRETE 6/23/1993 25 70 UG 1993 Y12151545 2068658900721478342LS‐1 4216930E 5800L HPSV 35 PEACH HILL W/S, 1280' W/O SCIENCE DR‐118.866959670 34.2703697085 CONCRETE 6/23/1993 25 70 UG 1993 Y12151533 2068658908971478342LS‐1 4244392E 9500L HPSV 35 TIERRA REJADA CNTR 1185' W/O MTN TRAIL‐118.900153251 34.2701078975 CONCRETE 3/9/2007 31 100 UG 2007 Y12211542 2068658903451478342LS‐1 4244704E 5800L HPSV 35 CHARLES ST N/S, 110' E/O BONNIE WAY‐118.876070250 34.2867683455 WOOD 6/30/1992 70 70 OH 1992 N12191539 2068658913501478342LS‐1 4249531E 22000L HPSV 35 PARK LANE W/S, 232' W/O LASSEN AVENUE‐118.885693653 34.2811947312 CONCRETE 11/6/1993 29 200 UG 1993 Y12191539 2068658913511478342LS‐1 4249532E 22000L HPSV 35 PARK LANE E/S, 60' S/O LASSEN AVENUE‐118.885568004 34.2817969225 CONCRETE 11/6/1993 29 200 UG 1993 Y12191539 2068658913521478342LS‐1 4249533E 22000L HPSV 35 LASSEN AVENUE S/S, 96' W/O PARK LANE‐118.88595934534.2817984958 CONCRETE 11/6/1993 29 200 UG 1993 Y12191539 2068658913531478342LS‐1 4249534E 22000L HPSV 35 LASSEN AVENUE N/S, 300' W/O PARK LANE‐118.886621033 34.2818946443 CONCRETE 11/6/1993 29 200 UG 1993 Y12191539 2068658913541478342LS‐1 4249535E 22000L HPSV 35 LASSEN AVENUE S/S, 510' W/O PARK LANE‐118.887337906 34.2818129763 CONCRETE 11/6/1993 29 200 UG 1993 Y12111545 2068679462821478342LS‐1 4251151E 9500L HPSV 35 TIERRA REJADA RD. 525' W/O SPRING RD.‐118.866250857 34.2623547805 CONCRETE 2/1/1994 29 100 UG 1994 Y12111545 2068658908021478342LS‐1 4251152E 9500L HPSV 35 TIERRA REJADA RD. 350' W/O SPRING RD.‐118.865564536 34.2625758581 CONCRETE 2/1/1994 29 100 UG 1994 Y12111545 2068658908041478342LS‐1 4251153E 9500L HPSV 35 TIERRA REJADA RD.175' W/O SPRING RD.‐118.864897892 34.2628234247 CONCRETE 2/1/1994 29 100 UG 1994 Y12131545 2068680858511478342LS‐1 4251154E 9500L HPSV 35 TIERRA REJADA RD. 200' E/O SPRING ST.‐118.86390848434.2631726662 CONCRETE 2/1/1994 29 100 UG 1994 Y12131545 2068658908081478342LS‐1 4251155E 9500L HPSV 35 TIERRA REJADA RD. 370' E/O SPRING RD.‐118.863550016 34.2632768987 CONCRETE 2/1/1994 29 100 UG 1994 Y12131545 2068658908101478342LS‐1 4251156E 9500L HPSV 35 TIERRA REJADA RD. 550' E/O SPRING RD.‐118.863097110 34.2633869257 CONCRETE 2/1/1994 29 100 UG 1994 Y12131545 2068658908121478342LS‐1 4251157E 9500L HPSV 35 TIERRA REJADA RD. 360' W/O SCIENCE DR.‐118.862650536 34.2634383516 CONCRETE 2/1/1994 29 100 UG 1994 Y12131545 2068658908141478342LS‐1 4251158E 9500L HPSV 35 TIERRA REJADA RD 220' W/E SCIENCE DR.‐118.862143704 34.2634489133 CONCRETE 2/1/1994 29 100 UG 1994 Y12131545 2068658908161478342LS‐1 4251159E 9500L HPSV 35 TIERRA REJADA RD 75' W/O SCIENCE DR.‐118.861647098 34.2634360478 CONCRETE 2/1/1994 29 100 UG 1994 Y12131545 2068658908181478342LS‐1 4251160E 9500L HPSV 35 TIERRA REJADA RD 120' E/O SCIENCE DR.‐118.86119012034.2634354765 CONCRETE 2/1/1994 29 100 OH 1994 Y12131545 2068658908201478342LS‐1 4251161E 9500L HPSV 35 TIERRA REJADA RD 290' E/O SCIENCE DR.‐118.860602536 34.2634468702 CONCRETE 2/1/1994 29 100 UG 1994 Y12131545 2068658908221478342LS‐1 4251162E 9500L HPSV 35 TIERRA REJADA RD 470' E/O SCIENCE DR‐118.860007543 34.2634413911 CONCRETE 2/1/1994 29 100 UG 1994 Y12131545 2068658908241478342LS‐1 4251163E 9500L HPSV 35 TIERRA REJADA RD 640' E/O SCIENCE DR.‐118.859478394 34.2634287767 CONCRETE 2/1/1994 29 100 UG 1994 Y12131545 2068658908261478342LS‐1 4251164E 9500L HPSV 35 TIERRA REJADA RD 970' W/O MOORPARK RD.‐118.858363365 34.2634205946 CONCRETE 2/1/1994 29 100 UG 1994 Y12131545 2068658908281478342LS‐1 4251165E 9500L HPSV 35 TIERRA REJADA RD 790' W/O MOORPARK RD.‐118.857627422 34.2634304882 CONCRETE 2/1/1994 29 100 UG 1994 Y231
12131548 2068658908301478342LS‐1 4251166E 9500L HPSV 35 TIERRA REJADA RD 620' W/O MOORPARK RD.‐118.857101146 34.2635195490 CONCRETE 2/1/1994 29 100 UG 1994 Y12131548 2068679302691478342LS‐1 4251167E 9500L HPSV 35 C/L TIERRA REJADA RD 450' W/O MOORPARK RD.‐118.856549460 34.2636953074 CONCRETE 2/1/1994 29 100 UG 1994 Y12131548 2068658908341478342LS‐1 4251168E 9500L HPSV 35 TIERRA REJADA RD 270' W/O MOORPARK RD.‐118.855994891 34.2638565484 CONCRETE 2/1/1994 29 100 UG 1994 Y12131548 2068658908401478342LS‐1 4251171E 9500L HPSV 35 TIERRA REJADA RD S/S 350' E/O SUNSET VALLEY RD‐118.854243950 34.2647098943 CONCRETE 2/1/1994 29 100 UG 1994 Y12171536 2068663021515701813LS‐1 4251218E 5800L HPSV 35 COMM ACCESS RD N/S, 1730' E/O TIERRA REJADA‐118.896698295 34.2737142921 CONCRETE 4/8/1993 25 70 UG 1993 Y12171536 2068663021525701813LS‐1 4251219E 5800L HPSV 35 COMM ACCESS RD N/S, 1560' E/O TIERRA REJADA‐118.89673354834.2734630011 CONCRETE 4/8/1993 25 70 UG 1993 Y12191539 2068658902931478342LS‐1 4251249E 5800L HPSV 35 MOORPARK RD ALLEY E/O 6' N/O 2ND ST‐118.881662554 34.2832115752 WOOD 8/11/1993 45 70 OH 1993 N12191539 2068658902321478342LS‐1 4251484E 5800L HPSV 35 MOORPARK RD. W/S, 695' N/O L.A. AVE.‐118.882274663 34.2809332178 CONCRETE 12/28/1993 25 70 UG 1993 Y12131533 2068658907351478342LS‐1 4251485E 9500L HPSV 35 CEDAR SPRINGS ST. W/S C/O MOUNTAIN MEADOW DR.‐118.897876429 34.2631673189 CONCRETE 1/4/1994 29 100 UG 1994 Y12151539 2068665413321478342LS‐1 4251565E 5800L HPSV 35 W/O ISLE ROYALE NS EAST MESA VERDE DR.‐118.883782818 34.2717260026 CONCRETE 7/23/1997 25 70 UG 1997 Y12151539 2068665428851478342LS‐1 4251568E 5800L HPSV 35 VISTA MEADOW E/S, 140' N/O COUNTRY MEADOW‐118.886199582 34.2717557155 CONCRETE 8/1/1997 25 70 UG 1997 Y121915422068680225421478342LS‐1 4253302E 22000L HPSV 35 L.A. AVE N/S, 240' E/O SPRING RD‐118.874128870 34.2790849061 CONCRETE 12/15/1993 29 200 UG 1993 Y12191542 2068658913911478342LS‐1 4253303E 22000L HPSV 35 SPRING RD E/S, 340' N/O L.A. AVE‐118.874874622 34.2799942711 CONCRETE 12/15/1993 29 200 UG 1993 Y12171536 2068658913571478342LS‐1 4255532E 22000L HPSV 35 LIBERTY BELL RD 200', S/O LOS ANGELES AVE‐118.889040997 34.2784498232 CONCRETE 2/25/1994 29 200 UG 1994 Y12191536 2068658913581478342LS‐1 4261844E 22000L HPSV 35 LOS ANGELES AVE N/S, 525' W/O LIBERTY BELL ROAD‐118.890849156 34.2790471303 CONCRETE 3/18/1994 29 200 UG 1994 Y12191536 2068658913591478342LS‐1 4261845E 22000L HPSV 35 LOS ANGELES AVE N/S, 329' W/O LIBERTY BELL ROAD‐118.890202874 34.2790449461 CONCRETE 3/18/1994 29 200 UG 1994 Y12191536 2068658913601478342LS‐1 4261846E 22000L HPSV 35 LOS ANGELES AVE N/S, 210' W/O LIBERTY BELL ROAD‐118.88981243134.2790445806 CONCRETE 3/18/1994 29 200 UG 1994 Y12191536 2068658913611478342LS‐1 4261847E 22000L HPSV 35 LOS ANGELES AVE N/S, 176' E/O LIBERTY BELL ROAD‐118.888541844 34.2790704786 CONCRETE 3/18/1994 29 200 UG 1994 Y12191539 2068658913621478342LS‐1 4261848E 22000L HPSV 35 LOS ANGELES AVE N/S, 336' E/O LIBERTY BELL ROAD‐118.887931327 34.2790619615 CONCRETE 3/18/1994 29 200 UG 1994 Y12191539 2068658913631478342LS‐1 4261849E 22000L HPSV 35 LOS ANGELES AVE N/S, 360' W/O PARK LANE‐118.886805771 34.2790595023 CONCRETE 3/18/1994 29 200 UG 1994 Y12191539 2068658913641478342LS‐1 4261850E 22000L HPSV 35 LOS ANGELES AVE N/S, 184' W/O PARK LANE‐118.886212958 34.2790616464 CONCRETE 3/18/1994 29 200 UG 1994 Y12171542 2068658913921478342LS‐1 4261946E 22000L HPSV 35 L.A. AVE S/S, 225' E/O SPRING RD‐118.87418158134.2790038317 CONCRETE 2/26/1994 29 200 UG 1994 Y12151530 2068658911721478342LS‐1 4263811E 9500L HPSV 35 MANORVIEW CT E/S 75' N/O BORADVIEW DR‐118.909045771 34.2684173053 CONCRETE 10/28/1994 29 100 UG 1994 Y12131536 2068663468111478342LS‐1 4263821E 9500L HPSV 35 TIERRA REJADA CNTR 210' E/O MOUNTAIN MEADOW‐118.892699437 34.2672815855 CONCRETE 4/13/1995 29 100 UG 1995 Y12171542 2068658913201478342LS‐1 4264046E 22000L HPSV 35 SPRING RD W/S, 1722' N/O PEACH HILL RD‐118.873338240 34.2748389253 CONCRETE 8/16/1994 29 200 UG 1994 Y12171542 2068658913211478342LS‐1 4264047E 22000L HPSV 35 SPRING RD W/S, 1952' N/O PEACH HILL RD‐118.873890373 34.2751229126 CONCRETE 8/16/1994 29 200 UG 1994 Y12171542 2068658913221478342LS‐1 4264048E 22000L HPSV 35 SPRING RD W/S, 2188' N/O PEACH HILL RD‐118.87447820434.2755620883 CONCRETE 8/17/1994 40 200 UG 1994 Y12231539 2068658903681478342LS‐1 4264090E 5800L HPSV 35 WALNUT CYN W/S 335' N/O CASEY RD‐118.883366717 34.2897696527 WOOD 12/7/1994 45 70 OH 1994 N12231539 2068658903691478342LS‐1 4264091E 5800L HPSV 35 WALNUT CYN W/S, 566' N/O CASEY RD‐118.882998726 34.2902983459 WOOD 12/7/1994 45 70 OH 1994 N12231539 2068658903701478342LS‐1 4264092E 5800L HPSV 35 WALNUT CYN W/S, 729' N/O CASEY RD‐118.882689512 34.2906790269 WOOD 12/7/1994 45 70 OH 1994 N12231539 2068658903711478342LS‐1 4264093E 5800L HPSV 35 WALNUT CYN W/S, 855' N/O CASEY RD‐118.882455339 34.2909575398 WOOD 12/7/1994 45 70 OH 1994 N12231539 2068658903721478342LS‐1 4264094E 5800L HPSV 35 WALNUT CYN W/S, 1061' N/O CASEY RD‐118.882120502 34.2914180007 WOOD 12/7/1994 45 70 OH 1994 N12231539 2068658903731478342LS‐1 4264095E 5800L HPSV 35 WALNUT CYN W/S 1161' N/O CASEY RD‐118.88192255234.2916604451 WOOD 12/7/1994 45 70 OH 1994 N12211542 2068664245621478342LS‐1 4276949E 16000L HPSV 35 HIGH ST S/S 2139' E/O MOORPARK AV‐118.875127045 34.2856160286 CONCRETE 9/26/1995 16 150 UG 1995 Y12211542 2068664245631478342LS‐1 4276950E 16000L HPSV 35 HIGH ST N/S 2130' E/O C/L MOORPARK AV‐118.875157728 34.2856940597 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234301478342LS‐1 4277270E 16000L HPSV 35 HIGH ST N/S 53' E/O C/L MOORPARK AV‐118.882131204 34.2857146377 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234311478342LS‐1 4277271E 16000L HPSV 35 HIGH ST S/S 139' E/O C/L MOORPARK AV‐118.881769173 34.2856344915 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234321478342LS‐1 4277272E 16000L HPSV 35 HIGH ST N/S 132' E/O C/L MOORPARK AV‐118.881793809 34.2857162466 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234331478342LS‐1 4277273E 16000L HPSV 35 HIGH ST S/S 240' E/O C/L MOORPARK AV‐118.88142769234.2856336500 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234341478342LS‐1 4277274E 16000L HPSV 35 HIGH ST N/S 232' E/O C/L MOORPARK RD‐118.881453079 34.2857367289 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234351478342LS‐1 4277275E 16000L HPSV 35 HIGH ST S/S 322' E/O C/L MOORPARK AV‐118.881163392 34.2856346504 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234361478342LS‐1 4277276E 16000L HPSV 35 HIGH ST N/S 315' E/O C/L MOORPARK RD‐118.881186178 34.2857139748 CONCRETE 9/27/1995 16 150 UG 1995 Y12211539 2068664111581478342LS‐1 4277277E 16000L HPSV 35 HIGH ST S/S 425' E/O C/L MOORPARK AV‐118.880818851 34.2856355587 CONCRETE 9/27/1995 16 150 UG 1995 Y12211539 2068664234371478342LS‐1 4277278E 16000L HPSV 35 HIGH ST N/S 425' E/O C/L MOORPARK RD‐118.88081685034.2857173819 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234381478342LS‐1 4277279E 16000L HPSV 35 HIGH ST S/S 528' E/O C/L MOORPARK AV‐118.880473443 34.2856302918 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234391478342LS‐1 4277280E 9500L HPSV 35 HIGH ST N/S 525' E/O C/L MOORPARK RD‐118.880491062 34.2857111114 CONCRETE 9/26/1995 16 100 UG 1995 Y12211539 2068664234401478342LS‐1 4277281E 16000L HPSV 35 HIGH ST S/S 627' E/O C/L MOORPARK AV‐118.880144327 34.2856297983 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234411478342LS‐1 4277282E 16000L HPSV 35 HIGH ST N/S 622' E/O C/L MOORPARK RD‐118.880169182 34.2857085805 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234421478342LS‐1 4277283E 16000L HPSV 35 HIGH ST S/S 708' E/O C/L MOORPARK AV‐118.87987794234.2856317072 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234431478342LS‐1 4277284E 16000L HPSV 35 HIGH ST N/S 712' E/O C/L MOORPARK RD‐118.879866477 34.2857073875 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234441478342LS‐1 4277285E 16000L HPSV 35 HIGH ST S/S 798' E/O C/L MOORPARK AV‐118.879584525 34.2856294264 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234451478342LS‐1 4277286E 16000L HPSV 35 HIGH ST N/S 801' E/O C/L MOORPARK RD‐118.879576971 34.2857085053 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234461478342LS‐1 4277287E 16000L HPSV 35 HIGH ST S/S 893' E/O C/L MOORPARK AV‐118.879262823 34.2856306984 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234471478342LS‐1 4277288E 16000L HPSV 35 HIGH ST N/S 887' E/O C/L MOORPARK RD‐118.879289609 34.2857078821 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234481478342LS‐1 4277289E 16000L HPSV 35 HIGH ST S/S 1007' E/O C/L MOORPARK AV‐118.87887968834.2856279155 CONCRETE 9/27/1995 16 150 UG 1995 Y12211539 2068664234491478342LS‐1 4277290E 16000L HPSV 35 HIGH ST N/S 995' E/O C/L MOORPARK RD‐118.878930590 34.2857080425 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664245641478342LS‐1 4277291E 16000L HPSV 35 HIGH ST S/S 1114' E/O C/L MOORPARK RD‐118.878532271 34.2856289001 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068664234501478342LS‐1 4277292E 16000L HPSV 35 HIGH ST S/S 1100' E/O C/L MOORPARK AV‐118.878578041 34.2857031236 CONCRETE 9/26/1995 16 150 UG 1995 Y12211542 2068664234511478342LS‐1 4277294E 16000L HPSV 35 HIGH ST S/S 1191' E/O C/L MOORPARK AV‐118.878274596 34.2857012672 CONCRETE 12/29/1995 16 150 UG 1995 Y12211542 2068664401641478342LS‐1 4277295E 16000L HPSV 35 HIGH ST S/S 1274' E/O C/L MOORPARK AV‐118.87799342534.2856199158 CONCRETE 10/3/1995 16 150 UG 1995 Y12211542 2068664234521478342LS‐1 4277296E 16000L HPSV 35 HIGH ST S/S 1270' E/O C/L MOORPARK AV‐118.878015974 34.2857028437 CONCRETE 12/11/1995 16 150 UG 1995 Y12211542 2068664401651478342LS‐1 4277297E 16000L HPSV 35 HIGH ST S/S 1360' E/O C/L MOORPARK AV‐118.877719476 34.2856182501 CONCRETE 10/3/1995 16 150 UG 1995 Y12211542 2068664144351478342LS‐1 4277298E 16000L HPSV 35 HIGH ST S/S 1364' E/O C/L MOORPARK AV‐118.877695499 34.2856993535 CONCRETE 10/3/1995 16 150 UG 1995 Y12211542 2068664144361478342LS‐1 4277299E 16000L HPSV 35 HIGH ST S/S 1446' E/O C/L MOORPARK AV‐118.877425729 34.2856005952 CONCRETE 10/3/1995 16 150 UG 1995 Y12211542 2068664234531478342LS‐1 4277300E 16000L HPSV 35 HIGH ST S/S 1481' E/O C/L MOORPARK AV‐118.87730909234.2857397877 CONCRETE 10/3/1995 16 150 UG 1995 Y12211542 2068664245651478342LS‐1 4277301E 16000L HPSV 35 HIGH ST S/S 1581' E/O MOORPARK AV‐118.876982176 34.2856209541 CONCRETE 9/26/1995 16 150 UG 1995 Y12211542 2068664144381478342LS‐1 4277302E 16000L HPSV 35 HIGH ST S/S 1576' E/O C/L MOORPARK AV‐118.876998411 34.2857002273 CONCRETE 10/3/1995 16 150 UG 1995 Y12211542 2068664245661478342LS‐1 4277303E 16000L HPSV 35 HIGH ST S/S 1670' E/O MOORPARK AV‐118.876687154 34.2856186365 CONCRETE 9/26/1995 16 150 UG 1995 Y12211542 2068664144391478342LS‐1 4277304E 16000L HPSV 35 HIGH ST S/S 1665' E/O C/L MOORPARK AV‐118.876701521 34.2856992816 CONCRETE 10/3/1995 16 150 UG 1995 Y12211542 2068664144401478342LS‐1 4277306E 16000L HPSV 35 HIGH ST N/S 1753' E/O C/L MOORPARK AV‐118.876404261 34.2856981042 CONCRETE 10/3/1995 16 150 UG 1995 Y12211542 2068664245681478342LS‐1 4277307E 16000L HPSV 35 HIGH ST S/S 1862' E/O MOORPARK AV‐118.87604648234.2856168439 CONCRETE 9/26/1995 16 150 UG 1995 Y12211542 2068664245691478342LS‐1 4277308E 16000L HPSV 35 HIGH ST N/S 1859' E/O C/L MOORPARK AV‐118.876055895 34.2856969907 CONCRETE 9/26/1995 16 150 UG 1995 Y12211542 2068664245701478342LS‐1 4277309E 22000L HPSV 35 HIGH ST S/S 1958' E/O MOORPARK AV‐118.875721545 34.2856163311 CONCRETE 9/26/1995 16 200 UG 1995 Y12211542 2068664245711478342LS‐1 4277310E 16000L HPSV 35 HIGH ST N/S 1951' E/O C/L MOORPARK AV‐118.875753691 34.2856955379 CONCRETE 12/4/1995 16 150 UG 1995 Y12211542 2068664245721478342LS‐1 4277311E 16000L HPSV 35 HIGH ST S/S 2041' E/O MOORPARK AV‐118.875447658 34.2856157549 CONCRETE 9/26/1995 16 150 UG 1995 Y12211542 2068664245731478342LS‐1 4277312E 16000L HPSV 35 HIGH ST N/S 2034' E/O C/L MOORPARK AV‐118.875473649 34.2856937467 CONCRETE 9/26/1995 16 150 UG 1995 Y12211539 2068672514981478342LS‐14278466E 5800L HPSV 35 MAGNOLIA ST W/S 160' N/O CHARLES ST.‐118.878675720 34.2871567536 WOOD 9/13/1995 40 70 OH 1995 N12271554 2068664363121478342LS‐1 4279043E 9500L HPSV 35 COLLINS DR S/S 328' W/O UNIVERSITY‐118.837980062 34.3032148241 CONCRETE 2/26/1996 29 100 UG 1996 Y12151533 2068664834201478342LS‐1 4297474E 16000L HPSV 35 COUNTRYWOOD DR S/S, 280' E/O BROADVIEW DR‐118.904236830 34.2692666166 CONCRETE 7/26/1996 29 150 UG 1996 Y12151533 2068664834211478342LS‐1 4297475E 16000L HPSV 35 COUNTRYWOOD DR N/S, 690' E/O BROADVIEW DR‐118.903672925 34.2695379024 CONCRETE 7/26/1996 29 150 UG 1996 Y12191539 2068672727091478342LS‐1 4297565E 5800L HPSV 35 ALLEY N/O 3RD ST 150' E/O ALLEY E/O MOORPARK‐118.881132773 34.2826524355 WOOD 12/12/1997 45 70 OH 1997 N232
12191539 2068668488591478342LS‐1 4297566E 9500L HPSV 35 3RD ST N/S 620' E/O MOORPARK RD‐118.879877278 34.2821098303 WOOD 12/12/1997 35 100 OH 1997 N12191542 2068658913661478342LS‐1 4297568E 22000L HPSV 35 SPRING ST. W/S 300' N/O L.A. AVE.‐118.874971420 34.2798893925 WOOD 12/12/1997 40 200 OH 1997 N12211539 2068658902971478342LS‐1 4297570E 5800L HPSV 35 132' N/O FIRST ST. 105' W/O BARD ST.‐118.879759405 34.2845102555 WOOD 12/12/1997 50 70 OH 1997 N12151536 2068664150481478342LS‐1 4297611E 5800L HPSV 35 WALNUT CREEK RD E/S, 50' S/O CRESCENT MEADOW CT‐118.888035254 34.2705842740 CONCRETE 9/26/1995 25 70 UG 1995 Y12191533 2068664412221478342LS‐1 4297621E 9500L HPSV 35 COMMERCE E/S, 430' S/O POINDEXTER‐118.898978535 34.2826343732 CONCRETE 12/12/1995 25 100 UG 1995 Y12111542 2068679456401478342LS‐1 4297629E 9500L HPSV 35 TIERRA REJADA C/L 750' E/O HIDDEN PINES‐118.87390740034.2618485844 CONCRETE 5/31/2013 31 100 UG 2013 Y12131536 2068665224861478342LS‐1 4297637E 5800L HPSV 35 SPRING CREEK S/S 195' E/O HILLSIDE‐118.889994939 34.2661524135 CONCRETE 3/25/1997 25 70 UG 1997 Y12131530 2068665281071478342LS‐1 4297639E 16000L HPSV 35 MOUNTAIN TRAIL E/S 250' N/O SHADY RIDGE‐118.909350830 34.2650718246 CONCRETE 4/21/1997 29 150 UG 1997 Y12131542 2068680466991478342LS‐1 4297645E 5800L HPSV 35 HIDDEN PINES CT W/S 20' S/O TIERRA REJADA‐118.876417599 34.2626870021 CONCRETE 6/13/1997 25 70 UG 1997 Y12231548 2068665747841478342LS‐1 4297712E 22000L HPSV 35 PRINCTON AVE W/S 60 S/O AMHERST ST‐118.857384425 34.2954711249 CONCRETE 12/17/1997 29 200 UG 1997 Y12271554 2068670680381478342LS‐1 4299965E 9500L HPSV 35 UNIVERSITY DR W/S AT COLLINS DR‐118.837197064 34.3038075274 CONCRETE 8/8/2003 31 100 UG 2003 Y12211542 2068664245741478342LS‐1 4305350E 16000L HPSV 35 HIGH ST S/S 1114' E/O C/L MOORPARK RD‐118.87826417034.2856288738 CONCRETE 9/26/1995 16 150 UG 1995 Y12131533 2068665836861478342LS‐1 4312251E 5800L HPSV 35 TORINO ST S/S, 100' W/O CEDAR SPRINGS ST‐118.898432773 34.2652160422 CONCRETE 2/9/1996 25 70 UG 1996 Y12131533 2068665836871478342LS‐1 4312252E 5800L HPSV 35 MARABELLA ST W/S, 140' S/O TORINO ST‐118.898744887 34.2647517503 CONCRETE 2/4/1998 25 70 UG 1998 Y12131533 2068665068591478342LS‐1 4312253E 5800L HPSV 35 MIRABELLA ST E/S, 140' N/O REVELLO ST‐118.898594330 34.2642552903 CONCRETE 8/19/1996 25 70 UG 1996 Y12131533 2068665068601478342LS‐1 4312254E 5800L HPSV 35 REVELLO ST N/S, 70' W/O MIRABELLA ST‐118.899012477 34.2637227537 CONCRETE 8/19/1996 25 70 UG 1996 Y12131533 2068665068611478342LS‐1 4312255E 5800L HPSV 35 REVELLO ST S/S, 269' W/O MIRABELLA‐118.899482395 34.2636957841 CONCRETE 10/30/1996 25 70 UG 1996 Y12131533 2068665677931478342LS‐1 4312257E 5800L HPSV 35 REVELLO ST W/S, 250' S/O TORINO ST.‐118.90026110334.2646326928 CONCRETE 11/24/1997 25 70 UG 1997 Y12131533 2068665770991478342LS‐1 4312258E 5800L HPSV 35 REVELLO ST E/S, 100' S/O TORINO ST‐118.900328381 34.2651927022 CONCRETE 12/29/1997 25 70 UG 1997 Y12131533 2068665836881478342LS‐1 4312259E 5800L HPSV 35 TORINO ST S/S, SE C/O MOUNTAIN MEADOW DR‐118.900804350 34.2652722108 CONCRETE 2/9/1996 25 70 UG 1996 Y12131533 2068665836891478342LS‐1 4312260E 5800L HPSV 35 TORINO ST S/S, 145' E/O REVELLO ST‐118.900019805 34.2655012647 CONCRETE 2/9/1996 25 70 UG 1996 Y12131533 2068665836901478342LS‐1 4312261E 5800L HPSV 35 MT TRAIL S/S, 180' W/O MIRABELLA ST‐118.899168249 34.2653773753 CONCRETE 2/9/1996 25 70 UG 1996 Y12131533 2068664566761478342LS‐1 4312337E 5800L HPSV 35 TORINO ST N/S, 1' W/O C/L MIRABELLA‐118.898690903 34.2653259670 CONCRETE 2/9/1996 25 70 UG 1996 Y12131545 2068665224851478342LS‐1 4314838E 16000L HPSV 35 MOORPARK RD. W/S 60' W/O CHRISTIAN BARRETT‐118.86621874834.2649184113 CONCRETE 3/25/1997 29 150 UG 1997 Y12211539 2068665778681478342LS‐1 4314847E 5800L HPSV 35 S/W CORNER MAGNOLIA EVERETT ST‐118.878668200 34.2876769228 WOOD 10/25/1997 40 70 OH 1997 N12191542 2068680274491478342LS‐1 4314854E 5800L HPSV 35 S/S LA 349' E/O MILLARD‐118.877743922 34.2791141537 CONCRETE 12/11/2014 25 70 UG 2014 Y12191542 2068680274501478342LS‐1 4314855E 5800L HPSV 35 S/S LA 558' E/O MILLARD‐118.877179462 34.2791156374 CONCRETE 12/11/2014 25 70 UG 2014 Y12151536 2068658896301478342LS‐1 4322577E 9500L HPSV 35 MOUNTAIN TRAILE/O SUMMER GLENN‐118.895601704 34.2705355436 CONCRETE 7/1/1986 25 100 UG 1986 Y12251551 20686659330113411275LS‐1 4324338E 5800L HPSV 35 PECAN DR E/S, 320' E/O PECAN AVE‐118.843822300 34.2988644097 CONCRETE 12/8/1997 25 70 UG 1997 Y12131545 2068667234241478342LS‐1 4324946E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 435 S/O PEACH HILL RD.‐118.863247656 34.2683612977 CONCRETE 4/28/1998 31 100 OH 1998 Y12191539 2068663823231478342LS‐1 4339142E 5800L HPSV 35 W/S FLORY AVE., 320' S/O THIRD ST.‐118.88093133034.2808926762 WOOD 2/23/1998 40 70 OH 1998 Y12131533 20686660714713517210LS‐1 4343134E 9500L HPSV 35 MOUNTAIN TRAIL ST S/S 75' E/O CEDAR SRPINGS ST‐118.898292853 34.2670868629 CONCRETE 6/3/1998 31 100 UG 1998 Y12151536 20686660714913517210LS‐1 4343136E 9500L HPSV 35 MOUNTAIN TRAIL ST S/S 625' E/O CEDAR SPRINGS ST‐118.897311264 34.2681139861 CONCRETE 6/3/1998 31 100 UG 1998 Y12151533 20686660715013517210LS‐1 4343137E 9500L HPSV 35 MOUNTAIN TRAIL ST N/S 375' E/O CEDAR SPRINGS ST‐118.897670482 34.2678223878 CONCRETE 6/3/1998 31 100 UG 1998 Y12151533 20686660715113517210LS‐1 4343138E 9500L HPSV 35 MOUNTAIN TRAIL ST N/S 165' E/O CEDAR SPRINGS ST‐118.898000760 34.2673759162 CONCRETE 6/3/1998 31 100 UG 1998 Y12131533 20686660715213517210LS‐1 4343139E 9500L HPSV 35 MOUNTAIN TRAIL ST N/S 165' E/O CEDAR SPRINGS ST‐118.89862766834.2670614957 CONCRETE 6/3/1998 31 100 UG 1998 Y12191542 2068665840551478342LS‐1 4343214E 22000L HPSV 35 LOS ANGELES AVE S/S 280' W/O SPRING RD‐118.875874658 34.2790371936 CONCRETE 2/6/1998 29 200 UG 1998 Y12151536 2068666128501478342LS‐1 4343248E 9500L HPSV 35 MOUNTAIN TRAIL ST N/S, NW C/O SKYGLEN CT‐118.892454948 34.2708862151 CONCRETE 7/9/1998 25 100 UG 1998 Y12131545 2068667820041478342LS‐1 4343256E 22000L HPSV 35 SPRING RD E/S, 250' N/O TIERRA REJADA RD‐118.864817311 34.2635954481 CONCRETE 11/21/1998 31 200 UG 1998 Y12131545 2068667820091478342LS‐1 4343257E 22000L HPSV 35 SPRING RD E/S, 450' N/O TIERRA REJADA RD‐118.865225015 34.2640224862 CONCRETE 11/21/1998 31 200 UG 1998 Y12131545 2068667820101478342LS‐1 4343258E 22000L HPSV 35 SPRING RD E/S, 650' N/O TIERRA REJADA RD‐118.86562293934.2644660403 CONCRETE 12/21/1998 31 200 UG 1998 Y12131545 2068667820031478342LS‐1 4343259E 9500L HPSV 35 SPRING RD E/S, 100' N/O CHRISTIAN BARRETT DR‐118.866280462 34.2652871536 CONCRETE 12/21/1998 31 100 UG 1998 Y12131545 2068667820061478342LS‐1 4343260E 22000L HPSV 35 SPRING RD E/S, 500' N/O CHRISTIAN BARRETT DR‐118.866753606 34.2664726604 CONCRETE 11/21/1998 31 200 UG 1998 Y12131545 2068667820071478342LS‐1 4343261E 22000L HPSV 35 SPRING RD E/S, 885' N/O CHRISTIAN BARRETT DR‐118.867077771 34.2673430377 CONCRETE 11/21/1998 31 200 UG 1998 Y12151542 2068667820081478342LS‐1 4343262E 22000L HPSV 35 SPRING RD E/S, 1270' N/O CHRISTIAN BARRETT DR‐118.867612721 34.2687019772 CONCRETE 11/21/1998 31 200 UG 1998 Y12151542 2068667820051478342LS‐1 4343263E 22000L HPSV 35 SPRING RD E/S, 1725' N/O CHRISTIAN BARRETT DR‐118.86802403634.2697951735 CONCRETE 11/21/1998 31 200 UG 1998 Y12131542 2068667746551478342LS‐1 4343265E 5800L HPSV 35 CHRISTIAN BARRETT N/S 165' E/O SOUTHHAMPTON‐118.869070624 34.2644563975 CONCRETE 2/29/2000 25 70 UG 2000 Y12131542 2068667818571478342LS‐1 4343266E 9500L HPSV 35 TIERRA REJADA 45' E/O HIDDEN PINES‐118.876230621 34.2627150116 CONCRETE 3/21/2000 31 100 UG 2000 Y12171542 2068666669331478342LS‐1 4343485E 22000L HPSV 35 MILLER PKWY E/S, 280' S/O NEW LOS ANGELES AVE‐118.869067127 34.2787280479 CONCRETE 11/13/1998 31 200 UG 1998 Y12171542 2068666669341478342LS‐1 4343486E 22000L HPSV 35 MILLER PKWY W/S,272'S/O NEW LOS ANGELES AVE‐118.869238805 34.2787293636 CONCRETE 11/13/1998 31 200 UG 1998 Y12171542 2068666669351478342LS‐1 4343487E 22000L HPSV 35 MILLER PKWY E/S,502'S/O NEW LOS ANGELES AVE‐118.868912039 34.2781416117 CONCRETE 11/13/1998 31 200 UG 1998 Y12171542 2068666669361478342LS‐1 4343488E 22000L HPSV 35 MILLER PKWY W/S,492'S/O NEW LOS ANGELES AVE‐118.86902032434.2781556136 CONCRETE 11/13/1998 31 200 UG 1998 Y12171542 2068666669411478342LS‐1 4343493E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 1045' S/O NEW LOS ANGELES AVE‐118.868352994 34.2767481134 CONCRETE 11/23/1998 31 100 UG 1998 Y12171545 2068666669451478342LS‐1 4343495E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 1443' S/O NEW LOS ANGELES AVE‐118.867618953 34.2760234827 CONCRETE 11/23/1998 31 100 UG 1998 Y12171545 2068666669491478342LS‐1 4343497E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 1846' S/O NEW LOS ANGELES AVE‐118.866620379 34.2753600477 CONCRETE 11/23/1998 31 100 UG 1998 Y12171545 2068666669531478342LS‐1 4343499E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 2292' S/O NEW LOS ANGELES AVE‐118.865641340 34.2748642752 CONCRETE 11/23/1998 31 100 UG 1998 Y12171545 2068666669571478342LS‐1 4343581E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 2727' S/O NEW LOS ANGELES AVE‐118.86443556534.2742625800 CONCRETE 11/23/1998 31 100 UG 1998 Y12151545 2068667234261478342LS‐1 4343582E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 2840' S/O NEW LOS ANGELES AVE‐118.864005139 34.2738192284 CONCRETE 8/24/1998 31 100 UG 1998 Y12151545 2068667234281478342LS‐1 4343583E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 3020' S/O NEW LOS ANGELES AVE‐118.863721713 34.2733602212 CONCRETE 8/24/1998 31 100 UG 1998 Y12151545 2068667234301478342LS‐1 4343584E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 3190' S/O NEW LOS ANGELES AVE‐118.863601080 34.2724896546 CONCRETE 8/24/1998 31 100 UG 1998 Y12151545 2068667234321478342LS‐1 4343585E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 950' N/O PEACH HILL RD‐118.863667774 34.2720078924 CONCRETE 8/24/1998 31 100 UG 1998 Y12151545 2068667234341478342LS‐1 4343586E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 710' N/O PEACH HILL RD‐118.86380415634.2713322185 CONCRETE 8/24/1998 31 100 OH 1998 Y12151545 2068667234361478342LS‐1 4343587E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 530' N/O PEACH HILL RD‐118.863935743 34.2709560223 CONCRETE 8/24/1998 31 100 UG 1998 Y12151545 2068667234381478342LS‐1 4343588E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 330' N/O PEACH HILL RD‐118.864023129 34.2703710793 CONCRETE 4/28/1998 31 100 UG 1998 Y12151545 2068667234401478342LS‐1 4343589E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 110' N/O PEACH HILL RD‐118.863937287 34.2697762610 CONCRETE 4/28/1998 31 100 UG 1998 Y12151545 2068667234441478342LS‐1 4343591E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 235' S/O PEACH HILL RD‐118.863536462 34.2688802684 CONCRETE 4/28/1998 31 100 UG 1998 Y12131545 2068667234461478342LS‐1 4343593E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 665' S/O PEACH HILL RD‐118.862892938 34.2678205107 CONCRETE 4/28/1998 31 100 UG 1998 Y121315452068667234481478342LS‐1 4343594E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 891' S/O PEACH HILL RD‐118.862720765 34.2673482143 CONCRETE 4/28/1998 31 100 UG 1998 Y12131545 2068667234501478342LS‐1 4343595E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 1137' S/O PEACH HILL RD‐118.862638178 34.2669062126 CONCRETE 4/28/1998 31 100 UG 1998 Y12131545 2068667234521478342LS‐1 4343596E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 850' N/O TIERRA REJADA RD‐118.862658284 34.2664597174 CONCRETE 4/28/1998 31 100 UG 1998 Y12131545 2068679834091478342LS‐1 4343597E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 600' N/O TIERRA REJADA RD‐118.862636009 34.2661004805 CONCRETE 4/28/1998 31 100 OH 1998 Y12131545 2068667234581478342LS‐1 4343599E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 215' N/O TIERRA REJADA RD‐118.862214323 34.2652941320 CONCRETE 4/28/1998 31 100 OH 1998 Y12131545 2068667234601478342LS‐1 4343600E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 25' N/O TIERRA REJADA RD‐118.86156783134.2635594245 CONCRETE 4/28/1998 31 100 OH 1998 Y12191542 2068669456621478342LS‐1 4347590E 22000L HPSV 35 LA AVE N/S, 680' E/O SPRING RD‐118.872695150 34.2791411913 CONCRETE 3/28/2002 31 200 UG 2002 Y12111542 2068671500221478342LS‐1 4348748E 9500L HPSV 35 TIERRA REJADA C/L, 920' E/O HIDDEN PINES‐118.872682733 34.2617121560 CONCRETE 4/29/2004 31 100 UG 2004 Y12211536 2068670007381478342LS‐1 4362550E 5800L HPSV 35 RANIER ST S/S, 255' W/O C/L GISLER RD.‐118.889117552 34.2841003905 CONCRETE 11/7/2002 25 70 UG 2002 Y12171533 2068667191161478342LS‐1 4372490E 22000L HPSV 35 TIERRA REJADA ES 100' S/O HARVESTER‐118.900838776 34.2750730505 CONCRETE 7/15/1999 31 200 UG 1999 Y12171542 2068667977321478342LS‐1 4373101E 22000L HPSV 35 SPRING RD E/S, 700' S/O LOS ANGELES AVE‐118.874852085 34.2771347780 CONCRETE 3/17/2000 31 200 UG 2000 Y12171542 2068667977331478342LS‐14373102E 22000L HPSV 35 SPRING RD W/S, 700' S/O LOS ANGELES AVE‐118.875005666 34.2771089415 CONCRETE 3/17/2000 31 200 UG 2000 Y12171542 2068667977341478342LS‐1 4373103E 22000L HPSV 35 SPRING RD E/S, 940' S/O LOS ANGELES AVE‐118.874808004 34.2765230677 CONCRETE 2/3/2000 31 200 UG 2000 Y12171542 2068667977351478342LS‐1 4373104E 22000L HPSV 35 SPRING ST W/S, 940' S/O LOS ANGELES AVE‐118.874973553 34.2765019464 CONCRETE 2/3/2000 31 200 UG 2000 Y233
12171542 2068667977361478342LS‐1 4373105E 22000L HPSV 35 SPRING RD E/S, 1180' S/O LOS ANGELES AVE‐118.874660318 34.2759756721 CONCRETE 2/3/2000 31 200 UG 2000 Y12171542 2068667977371478342LS‐1 4373106E 22000L HPSV 35 SPRING RD W/S, 1140' S/O LOS ANGELES AVE‐118.874799590 34.2759761965 CONCRETE 2/3/2000 31 200 UG 2000 Y12171542 2068667977381478342LS‐1 4373107E 22000L HPSV 35 SPRING RD E/S, 1360' S/O LOS ANGELES AVE‐118.874292997 34.2755596292 CONCRETE 2/3/2000 31 200 UG 2000 Y12171542 2068667977391478342LS‐1 4373108E 22000L HPSV 35 SPRING RD E/S, 1580' S/O LOS ANGELES AVE‐118.873852216 34.2752312351 CONCRETE 2/3/2000 26 200 UG 2000 Y12171542 2068667977401478342LS‐1 4373109E 22000L HPSV 35 SPRING RD E/S, 2015' S/O LOS ANGELES AVE‐118.872929297 34.2745505645 CONCRETE 2/4/2000 26 200 UG 2000 Y12171542 2068667977411478342LS‐1 4373110E 22000L HPSV 35 SPRING RD E/S, 2415' S/O LOS ANGELES AVE‐118.87210047434.2739891170 CONCRETE 2/4/2000 26 200 UG 2000 Y12151542 2068667977421478342LS‐1 4373111E 22000L HPSV 35 SPRING RD E/S, 2905' S/O LOS ANGELES AVE‐118.869949023 34.2726287324 CONCRETE 2/4/2000 31 200 UG 2000 Y12131545 2068666703601478342LS‐1 4373809E 22000L HPSV 35 SPRING RD W/S, 575' N/O TIERRA REJADA RD‐118.865736936 34.2644032628 CONCRETE 4/17/1999 31 200 UG 1999 Y12131545 2068666703611478342LS‐1 4373810E 22000L HPSV 35 SPRING RD W/S, 395' N/O TIERRA REJADA RD‐118.865315086 34.2639611528 CONCRETE 4/17/1999 31 200 UG 1999 Y12131545 2068666703621478342LS‐1 4373811E 22000L HPSV 35 SPRING RD W/S, 195' N/O TIERRA REJADA RD‐118.864911449 34.2635306060 CONCRETE 4/17/1999 31 200 UG 1999 Y12211536 2068667237581478342LS‐1 4373812E 5800L HPSV 35 ENDEAVOUR CT END OF, S/O POINDEXTER ST‐118.89535501434.2839327863 CONCRETE 11/13/1998 31 70 UG 1998 Y12211536 2068667237591478342LS‐1 4373813E 5800L HPSV 35 ENDEAVOUR CT W/S 50' S/O POINDEXTER ST‐118.895671312 34.2845318277 CONCRETE 11/13/1998 31 70 UG 1998 Y12171542 2068658913171478342LS‐1 4373933E 22000L HPSV 35 SPRING ST W/S, 700' S/O L.A. AVE‐118.875154509 34.2771864618 WOOD 5/12/1999 55 200 OH 1999 N12191533 2068670234781478342LS‐1 4375551E 16000L HPSV 35 L.A. AVE. S/S 277' E/O TIERRA REJADA‐118.900113459 34.2788982346 CONCRETE 2/6/2003 31 150 UG 2003 Y12191533 2068670234791478342LS‐1 4375552E 22000L HPSV 35 L.A. AVE. N/S 265' E/O GABBERT RD‐118.900156642 34.2790344560 CONCRETE 1/14/2003 31 200 UG 2003 Y12191533 2068670244141478342LS‐1 4375553E 22000L HPSV 35 L.A. AVE. N/S 452 E/O GABBERT RD.‐118.899575389 34.2790391439 CONCRETE 2/6/2003 31 200 UG 2003 Y12191533 2068670234801478342LS‐1 4375554E 22000L HPSV 35 L.A. AVE. N/S 350' W/O BELTRAMO RANCH RD‐118.89898927834.2790062957 CONCRETE 1/14/2003 31 200 UG 2003 Y12191533 2068670234811478342LS‐1 4375555E 22000L HPSV 35 L.A. AVE. N/S 158' W/O BELTRAMO RANCH RD.‐118.898416421 34.2790102145 CONCRETE 1/14/2003 31 200 UG 2003 Y12191536 2068670234821478342LS‐1 4375556E 22000L HPSV 35 L.A. AVE. N/S 37' E/O BELTRAMO RANCH RD.‐118.897901641 34.2790277746 CONCRETE 1/14/2003 31 200 UG 2003 Y12191536 2068670244151478342LS‐1 4375557E 22000L HPSV 35 L.A. AVE. N/S 228' E/O BELTRAMO RANCH RD.‐118.897250975 34.2790628732 CONCRETE 1/14/2003 31 200 UG 2003 Y12191536 2068670244171478342LS‐1 4375561E 22000L HPSV 35 L.A. AVE. N/S 330' W/O GOLDMAN AVE.‐118.894291341 34.2790326716 CONCRETE 1/14/2003 31 200 UG 2003 Y12191536 2068670244181478342LS‐1 4375563E 22000L HPSV 35 L.A. AVE. N/S 134' E/O GOLDMAN AVE.‐118.892758738 34.2790486126 CONCRETE 1/14/2003 31 200 UG 2003 Y12191536 2068670244191478342LS‐1 4375564E 22000L HPSV 35 L.A. AVE. N/S 65' E/O GOLDMAN AVE.‐118.89306927534.2790384840 CONCRETE 1/14/2003 31 200 UG 2003 Y12191536 2068670244201478342LS‐1 4375565E 16000L HPSV 35 LOS ANGELES AVE. N/S 123' W/O SHASTA AVE.‐118.891695341 34.2790372519 CONCRETE 1/14/2003 31 150 UG 2003 Y12191536 2068670244011478342LS‐1 4375566E 16000L HPSV 35 LOS ANGELES AVE N/S, 95' E/O SHASTA AVE‐118.890984754 34.2790542527 CONCRETE 1/13/2003 31 150 UG 2003 Y12191536 2068670244021478342LS‐1 4375567E 22000L HPSV 35 LOS ANGELES AVE S/S, 213' E/O LIBERTY BELL‐118.888391675 34.2789625994 CONCRETE 1/13/2003 31 200 UG 2003 Y12191539 2068670244031478342LS‐1 4375569E 22000L HPSV 35 LOS ANGELES AVE N/S, 140' E/O PARK LN‐118.885118279 34.2790672004 CONCRETE 1/13/2003 31 200 UG 2003 Y12191539 2068670244051478342LS‐1 4375571E 22000L HPSV 35 LOS ANGELES AAVE N/S, 462' W/O MOORPARK AVE‐118.88375465834.2790694861 CONCRETE 1/13/2003 31 200 UG 2003 Y12191539 2068670244061478342LS‐1 4375572E 22000L HPSV 35 LOS ANGELES AVE N/S, 264' W/O MOORPARK AVE‐118.883084314 34.2790686707 CONCRETE 1/13/2003 31 200 UG 2003 Y12191539 2068670244071478342LS‐1 4375573E 22000L HPSV 35 LOS ANGELES AVE S/S, 182' W/O MOORPARK AVE‐118.882818883 34.2789946123 CONCRETE 1/13/2003 31 200 UG 2003 Y12191539 2068670244081478342LS‐1 4375574E 16000L HPSV 35 LOS ANGELES AVE N/S, 45' E/O FLORY AVE‐118.880746191 34.2790734666 CONCRETE 1/13/2003 31 150 UG 2003 Y12191539 2068670244091478342LS‐1 4375575E 16000L HPSV 35 LOS ANGELES AVE N/S, 234' E/O FLORY AVE‐118.880088398 34.2790783823 CONCRETE 1/13/2003 31 150 UG 2003 Y12191539 2068670244101478342LS‐1 4375576E 16000L HPSV 35 LOS ANGELES AVE S/S, 172' E/O FLORY AVE‐118.88029182134.2789959035 CONCRETE 1/13/2003 31 150 UG 2003 Y12191539 2068670244111478342LS‐1 4375577E 16000L HPSV 35 LOS ANGELES AVE N/S, 236' W/O MILLARD ST‐118.879719477 34.2790770551 CONCRETE 1/13/2003 31 150 UG 2003 Y12191539 2068670244121478342LS‐1 4375579E 16000L HPSV 35 LOS ANGELES AVE N/S, 37' W/O MILLARD ST‐118.879024087 34.2790808543 CONCRETE 1/13/2003 31 150 UG 2003 Y12191539 2068670244131478342LS‐1 4375583E 22000L HPSV 35 LOS ANGELES AVE N/S, 170' E/O MOORPARK AVE‐118.881663663 34.2790920072 CONCRETE 1/13/2003 31 200 UG 2003 Y12191539 2068668057621478342LS‐1 4375809E 9500L HPSV 35 S/W CORNER PARK LN & L. A. AVE‐118.885669955 34.2789664953 CONCRETE 7/17/2000 26 100 UG 2000 Y12151539 2068668180681478342LS‐1 4375823E 5800L HPSV 35 MESA VERDE N/S, 40' W/O MILLERTON RD.‐118.879659743 34.2716966226 CONCRETE 9/8/2000 25 70 UG 2000 Y12131545 2068666293931478342LS‐1 4376951E 9500L HPSV 35 SCIENCE DR C/MEDIAN375N/O TIERRA REJADA‐118.86241690934.2656421501 CONCRETE 10/6/1998 31 100 OH 1998 Y12191542 2068667502361478342LS‐1 4376969E 22000L HPSV 35 SCIENCE DR E/S, 75' S/O NEW LOS ANGELES AVE‐118.869289366 34.2792471990 CONCRETE 11/19/1999 31 200 UG 1999 Y12171542 2068667798261478342LS‐1 4376984E 9500L HPSV 35 MOORPARK RD E/S 460' W/O LA AVE‐118.874844454 34.2776800478 CONCRETE 3/22/2000 31 100 UG 2000 Y12251551 2068667725001478342LS‐1 4376986E 9500L HPSV 35 FENMORE S/S 525' W/O PONTY ST‐118.843812320 34.2966854451 CONCRETE 2/16/2000 31 100 UG 2000 Y12191542 2068667626751478342LS‐1 4376998E 22000L HPSV 35 LA AVE N/S, 465' E/O SPRING RD MOORPARK‐118.873394075 34.2791188263 CONCRETE 1/4/2000 31 200 UG 2000 Y12151533 2068667595545701812LS‐1 4376999E 5800L HPSV 35 4550 TIERRA REJADA MOORPARK‐118.900104736 34.2719947249 CONCRETE 12/20/1999 26 70 UG 1999 Y12251548 2068666620781478342LS‐1 4378431E 9500L HPSV 35 S/S CAMPUS PARK DR, 1710' E/O PRINCETON‐118.85123698134.2967348668 CONCRETE 3/13/1999 31 100 UG 1999 Y12191533 2068666743441478342LS‐1 4378437E 22000L HPSV 35 L.A. AVE. S/S, 945' E/O C/L BUTTER CREEK RD.‐118.904614346 34.2788849260 CONCRETE 5/11/1999 31 200 UG 1999 Y12131539 2068658907721478342LS‐1 4379292E 9500L HPSV 35 PHEASANT RUN @ VIEW MESA‐118.881264492 34.2636082696 CONCRETE 2/23/2001 31 100 UG 2001 Y12191542 2068674423471478342LS‐1 4395977E 22000L HPSV 35 N/S FLINN RD & 220'E/O C/L MINOR ST‐118.872551234 34.2828317868 CONCRETE 5/17/2005 31 200 UG 2005 Y12211539 2068670007391478342LS‐1 4399825E 5800L HPSV 35 GISLER RD ST E/S, 1' N/O C/L REYES ST‐118.888194906 34.2846791770 CONCRETE 11/7/2002 25 70 UG 2002 Y12211536 2068670007401478342LS‐1 4408996E 5800L HPSV 35 GISLER RD E/S, 5' N/O C/L RANIER ST.‐118.888162789 34.2841469778 CONCRETE 11/7/2002 25 70 UG 2002 Y12211536 2068670007411478342LS‐14409125E 5800L HPSV 35 REYES ST ST N/S, 157' W/O C/L GISLER RD.‐118.888791848 34.2847381403 CONCRETE 11/7/2002 25 70 UG 2002 Y12211536 2068670007421478342LS‐1 4412150E 5800L HPSV 35 REYES ST W/S, 252' W/O C/L GISLER RD‐118.889392327 34.2846167048 CONCRETE 11/7/2002 25 70 UG 2002 Y12171545 2068677089731478342LS‐1 4415258E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 2505' S/O NEW LOS ANGELES AVE‐118.865108578 34.2746175581 CONCRETE 2/3/2003 31 100 UG 2003 Y12271530 2068671111381478342LS‐1 4415259E 5800L HPSV 35 CHAMPIONSHIP DR S/S, 90' E/O GRIMES CYN RD‐118.911153029 34.3051002473 CONCRETE 10/24/2003 25 70 UG 2003 Y12271533 2068671111391478342LS‐1 4415260E 22000L HPSV 35 CHAMPIONSHIP DR N/S, 675' E/O GRIMES CYN RD‐118.909054142 34.3046843557 CONCRETE 10/24/2003 31 200 UG 2003 Y12271533 2068679502581478342LS‐1 4415261E 22000L HPSV 35 CHAMPIONSHIP DR N/S, @ TREVINO CT‐118.90628605234.3048494427 CONCRETE 10/24/2003 31 200 UG 2003 Y12271533 2068671111411478342LS‐1 4415262E 22000L HPSV 35 CHAMPIONSHIP DR S/S, E/O TREVINO DR‐118.905701345 34.3048846191 CONCRETE 10/24/2003 31 200 UG 2003 Y12271533 2068671111421478342LS‐1 4415263E 5800L HPSV 35 CHAMPIONSHIP DR N/S, W/O CLUBHOUSE DR‐118.904665581 34.3052055878 CONCRETE 10/24/2003 25 70 UG 2003 Y12291533 2068671111431478342LS‐1 4415264E 22000L HPSV 35 CHAMPIONSHIP DR N/S, @ CLUB HOUSE‐118.903173422 34.3056850602 CONCRETE 10/24/2003 31 200 UG 2003 Y12291533 2068671111441478342LS‐1 4415265E 22000L HPSV 35 CHAMPIONSHIP DR N/S, 550' E/O CLUB HOUSE‐118.901271508 34.3062584960 CONCRETE 10/24/2003 31 200 UG 2003 Y12291536 2068671111451478342LS‐1 4415266E 5800L HPSV 35 CHAMPIONSHIP DR, S/S, 1850' E/O CLUB HOUSE‐118.897127182 34.3068882273 CONCRETE 10/24/2003 25 70 UG 2003 Y12291539 2068671111461478342LS‐1 4415267E 5800L HPSV 35 CHAMPIONSHIP DR N/S, 2000' W/O WALNUT CANYON RD‐118.88463519934.3066917748 CONCRETE 10/24/2003 25 70 UG 2003 Y12271539 2068671111471478342LS‐1 4415268E 22000L HPSV 35 CHAMPIONSHIP DR N/S, 750' W/O WALNUT CANYON RD‐118.881489792 34.3047450704 CONCRETE 10/24/2003 31 200 UG 2003 Y12271539 2068671111481478342LS‐1 4415269E 5800L HPSV 35 CHAMPIONSHIP DR S/S, 150' W/O WALNUT CANYON RD‐118.879447011 34.3046220268 CONCRETE 10/24/2003 25 70 UG 2003 Y12171542 2068670496941478342LS‐1 4415656E 9500L HPSV 35 MILLER PARKWAY C/MEDIAN,1243' S/O NEW L.A.AVE.‐118.868016420 34.2763726284 CONCRETE 3/16/2003 31 100 UG 2003 Y12251548 2068670234831478342LS‐1 4416214E 22000L HPSV 35 PRINCETON AVE E/S 80' S/O C/L FENMORE ST‐118.856696802 34.2968784836 CONCRETE 2/19/2003 31 200 UG 2003 Y12251551 2068671262871478342LS‐1 4416391E 9500L HPSV 35 COLLINS DR WS 110' S/O HEARON DR‐118.842580887 34.3005031951 CONCRETE 3/1/2004 31 100 UG 2004 Y12191542 2068672514991478342LS‐1 4416728E 5800L HPSV 35 DOROTHY AVE S‐S & 238' E/O MILLARD AVE‐118.87744094834.2843686074 WOOD 7/21/2004 35 70 OH 2004 Y12191542 2068672515141478342LS‐1 4416729E 5800L HPSV 35 DOROTHY AVE S‐S 404' W/O HARRY ST‐118.876799173 34.2844093158 WOOD 7/21/2004 35 70 OH 2004 Y12191542 2068672515001478342LS‐1 4416730E 5800L HPSV 35 S/S RUTH AV E/O MILLARD‐118.878107609 34.2839063512 WOOD 7/27/2004 35 70 OH 2004 Y12191542 2068672515151478342LS‐1 4416731E 5800L HPSV 35 RUTH AVE S‐S & 494' E/O MILDRED ST‐118.876683081 34.2838902011 WOOD 7/21/2004 35 70 OH 2004 Y12191542 2068672515161478342LS‐1 4416732E 5800L HPSV 35 RUTH AVE S‐S & 211' E/O MILDRED ST‐118.877416283 34.2838992961 WOOD 7/21/2004 35 70 OH 2004 Y12191542 2068672515171478342LS‐1 4416733E 5800L HPSV 35 SECOND ST S‐S 430' W/O HARRY ST‐118.87686833234.2831424409 WOOD 7/26/2004 35 70 OH 2004 Y12191542 2068672515011478342LS‐1 4416734E 5800L HPSV 35 2ND ST S/S 230' E/O MILLARD‐118.877772281 34.2831331925 WOOD 7/27/2004 35 70 OH 2004 Y12191542 2068672515021478342LS‐1 4416735E 5800L HPSV 35 SARAH AVE S/S 255' E/O MILLARD‐118.877839626 34.2822503441 WOOD 7/27/2004 35 70 OH 2004 Y12191542 2068672515181478342LS‐1 4416736E 5800L HPSV 35 SARAH AV S/S 430' W/O HARRY ST‐118.876866059 34.2822561497 WOOD 7/26/2004 35 70 OH 2004 Y12191542 2068672515031478342LS‐1 4416737E 5800L HPSV 35 SUSAN AVE S/S 295' E/O MILLARD‐118.877928030 34.2814227054 WOOD 7/27/2004 35 70 OH 2004 Y12191542 2068672515191478342LS‐1 4416738E 5800L HPSV 35 S/S SUSAN ST 525' E/O MILLARD ST.‐118.877161447 34.2814356574 WOOD 7/27/2004 35 70 OH 2004 Y12191539 2068672515041478342LS‐1 4416739E 5800L HPSV 35 ROBERTS AVE S/S 200' E/O MILLARD‐118.87826371534.2807718591 WOOD 7/26/2004 35 70 OH 2004 Y12191542 2068672515201478342LS‐1 4416740E 5800L HPSV 35 ROBERT AVE S/S 428' E/O MILLARD ST‐118.877502099 34.2807812844 WOOD 7/27/2004 35 70 OH 2004 Y12191542 2068672515211478342LS‐1 4416741E 5800L HPSV 35 ROBERTS AVE S/S 688' E/O MILLARD ST‐118.876639667 34.2807790514 WOOD 7/27/2004 35 70 OH 2004 Y234
12191539 2068672515051478342LS‐1 4416742E 5800L HPSV 35 SHERMAN AVE S/S 200' E/O MILLARD‐118.878272057 34.2794673526 WOOD 7/21/2004 35 70 OH 2004 Y12191542 2068672515221478342LS‐1 4416743E 5800L HPSV 35 SHERMAN AVE S/S 450' E/O MILLARD ST‐118.877431968 34.2794969605 WOOD 7/27/2004 35 70 OH 2004 Y12191542 2068672515231478342LS‐1 4416744E 5800L HPSV 35 ESTHER AVE S/S 440' E/O MILLARD ST‐118.877466903 34.2801301921 WOOD 7/27/2004 35 70 OH 2004 Y12191542 2068672515241478342LS‐1 4416745E 5800L HPSV 35 ESTHER AVE S/S 628' W/O HARRY ST‐118.876856273 34.2801293529 WOOD 7/27/2004 35 70 OH 2004 Y12191542 2068672520311478342LS‐1 4416747E 5800L HPSV 35 SHERMAN AVE S/S 400' W/O HARRY ST‐118.876743948 34.2795063272 WOOD 7/27/2004 35 70 OH 2004 Y12131536 2068668857971478342LS‐1 4417112E 9500L HPSV 35 W/S MOUNTAIN MEADOW @ WALNUT CRK 100' S/O ALDERGRV‐118.89409141734.2635052700 CONCRETE 7/12/2001 26 100 UG 2001 Y12131539 2068668907511478342LS‐1 4417116E 9500L HPSV 35 TIERRA REJADA CNTR 400' E/O PHEASANT RUN‐118.879797369 34.2632051843 CONCRETE 8/1/2001 31 100 UG 2001 Y12131533 2068669792881478342LS‐1 4419495E 16000L HPSV 35 MOUNTAIN TRAIL S/S AT AMBER RIDGE CT‐118.906574848 34.2639918656 CONCRETE 8/28/2002 31 150 UG 2002 Y12131539 2068669917251478342LS‐1 4419498E 5800L HPSV 35 WESTPORT NS @ PHEASANT RUN‐118.881329543 34.2626153014 CONCRETE 10/10/2002 25 70 UG 2002 Y12191542 2068669938271478342LS‐1 4419503E 22000L HPSV 35 N/S NEW LOS ANGELES AVE 255' W/O SCIENCE DR‐118.870272849 34.2793453228 CONCRETE 10/29/2002 31 200 UG 2002 Y12191542 2068669938281478342LS‐1 4419504E 22000L HPSV 35 N/S NEW LOS ANGELES AVE 55' W/O SCIENCE DR‐118.869599379 34.2794458506 CONCRETE 10/29/2002 31 200 UG 2002 Y12211536 2068664402461478342LS‐1 4424926E 9500L HPSV 35 POINDEXTER RD. S/S 3089' E/O GABBERT RD., MOORPARK‐118.89078586834.2849888166 WOOD 3/5/2003 80 100 OH 2003 N12211536 2068670007431478342LS‐1 4426600E 5800L HPSV 35 RANIER ST S/S, 157' W/O C/L GISLER RD.‐118.888761375 34.2841010015 CONCRETE 11/7/2002 25 70 UG 2002 Y12211542 2068670490901478342LS‐1 4433727E 16000L HPSV 35 HIGH ST S/S 1757' E/O MOORPARK AV‐118.876391674 34.2856165665 CONCRETE 5/28/2003 16 150 UG 2003 Y12171539 2068669290591478342LS‐1 4436966E 5800L HPSV 35 END OF MOORPARK AVE CUL DE SAC‐118.882268857 34.2748475973 CONCRETE 1/18/2002 25 70 UG 2002 Y12171539 2068669290601478342LS‐1 4436967E 5800L HPSV 35 E/S MOORPARK AVE 300' S/O MAJESTIC CT.‐118.882268732 34.2757368639 CONCRETE 1/18/2002 25 70 UG 2002 Y12171539 2068669290611478342LS‐1 4436968E 5800L HPSV 35 S/W C/O MAJESTIC & MOORPARK AVE.‐118.882275184 34.2765273070 CONCRETE 1/18/2002 25 70 UG 2002 Y12171539 2068669443481478342LS‐1 4436969E 5800L HPSV 35 W/S MOORPARK AVE. 200' N/O MAJESTIC‐118.88227547734.2769790431 CONCRETE 3/14/2002 25 70 UG 2002 Y12171539 2068669443491478342LS‐1 4436970E 5800L HPSV 35 E/S MOORPARK AVE. 135' N/O PARKCREST‐118.882288986 34.2774485500 CONCRETE 3/14/2002 25 70 UG 2002 Y12171539 2068669443501478342LS‐1 4436971E 5800L HPSV 35 S/W C/O MOORPARK AVE./PARKCREST‐118.882317808 34.2771309732 CONCRETE 3/14/2002 25 70 UG 2002 Y12171539 2068669443511478342LS‐1 4436972E 5800L HPSV 35 S/S PARKCREST LN 200' W/O MOORPARK AVE.‐118.882886642 34.2770566892 CONCRETE 3/14/2002 25 70 UG 2002 Y12171539 2068669443521478342LS‐1 4436973E 5800L HPSV 35 S/S PARKCREST LN 485' E/O PARK LN‐118.883722812 34.2770690545 CONCRETE 3/14/2002 25 70 UG 2002 Y12171539 2068669443531478342LS‐1 4436974E 5800L HPSV 35 S/S PARKCREST LN 275' E/O PARK LN‐118.884558441 34.2770891434 CONCRETE 3/14/2002 25 70 UG 2002 Y12171539 2068669443541478342LS‐1 4436975E 5800L HPSV 35 S/S PARKCREST LN 50' E/O PARK LN‐118.88540523634.2771107755 CONCRETE 3/14/2002 25 70 UG 2002 Y12171539 2068669443551478342LS‐1 4436976E 5800L HPSV 35 N/E C/O PARKCREST LN & PARK LN‐118.885457209 34.2771969601 CONCRETE 3/14/2002 25 70 UG 2002 Y12151542 2068669159761478342LS‐1 4439402E 9500L HPSV 35 SILVER OAK LN S/S, 45' E/O ROLLING KNOLL DR‐118.873620742 34.2719467998 CONCRETE 10/24/2001 26 100 UG 2001 Y12151542 2068669159771478342LS‐1 4439403E 9500L HPSV 35 SILVER OAK LN N/S, 209' E/O ROLLING KNOLL DR‐118.873125350 34.2720600946 CONCRETE 10/24/2001 26 100 UG 2001 Y12191542 2068668665861478342LS‐1 4440733E 22000L HPSV 35 FITCH AVE N/S, @ MINOR ST‐118.873308144 34.2841438213 CONCRETE 4/16/2001 31 200 UG 2001 Y12151536 2068658894251478342LS‐1 4440736E 4000L HPSV 35 WALNUT CREEK E/S, 120' S/O COUNTRY MEADOW CT‐118.887650619 34.2703125139 CONCRETE 4/24/2001 25 50 UG 2001 Y12231539 2068658903841478342LS‐1 4451239E 5800L HPSV 35 WALNUT CYN RD E/S 1900' N/O CASEY RD‐118.88046976334.2932997073 WOOD 10/18/2000 45 70 OH 2000 N12211539 2068672515061478342LS‐1 4452828E 5800L HPSV 35 WALNUT E/S 85' N/O CHARLES‐118.880925930 34.2870091155 WOOD 7/21/2004 35 70 OH 2004 Y12191539 2068672515081478342LS‐1 4452833E 5800L HPSV 35 SECOND ST N/S 100' E/O BARD‐118.879055495 34.2832157311 WOOD 7/27/2004 35 70 OH 2004 Y12191539 2068672520321478342LS‐1 4452834E 5800L HPSV 35 SECOND ST S/S 300' E/O BARD‐118.880401490 34.2831429276 WOOD 7/26/2004 35 70 OH 2004 N12191539 2068672520331478342LS‐1 4452835E 5800L HPSV 35 SARAH S/S 50' E/O MILLARD‐118.878568235 34.2822467336 WOOD 7/26/2004 35 70 OH 2004 Y12191539 2068672520341478342LS‐1 4452836E 5800L HPSV 35 SUSAN S/S 50' E/O MILLARD‐118.878778178 34.2814159283 WOOD 7/26/2004 35 70 OH 2004 Y12191539 2068672520351478342LS‐1 4452837E 5800L HPSV 35 ROBERTS S/S 50' E/O MILLARD‐118.878793498 34.2807801415 WOOD 7/26/2004 35 70 OH 2004 Y12191539 2068672520361478342LS‐1 4452838E 5800L HPSV 35 ESTHER N/S 50' E/O MILLARD‐118.87880378734.2802067785 WOOD 7/27/2004 35 70 OH 2004 Y12191539 2068672515091478342LS‐1 4452839E 5800L HPSV 35 ESTHER N/S 100'E/O MILLARD‐118.878273242 34.2802221602 WOOD 7/26/2004 35 70 OH 2004 Y12191539 2068672520371478342LS‐1 4452840E 5800L HPSV 35 SHERMAN S/S 50' E/O MILLARD‐118.878803539 34.2794859802 WOOD 7/27/2004 35 70 OH 2004 Y12191542 2068672520381478342LS‐1 4452841E 5800L HPSV 35 DOROTHY S/S 50' E/O MILLARD‐118.878123473 34.2843614537 WOOD 7/21/2004 35 70 OH 2004 Y12191542 2068670927151478342LS‐1 4455783E 22000L HPSV 35 NEW L.A. AVE S/S, 263' E/O MILLER PKWY‐118.868567560 34.2795835792 CONCRETE 2/28/2003 31 200 UG 2003 Y12191545 2068670927161478342LS‐1 4455784E 22000L HPSV 35 NEW L.A. AVE S/S, 443' E/O MILLER PKWY‐118.868013556 34.2797601067 CONCRETE 2/28/2003 31 200 UG 2003 Y12191545 2068670927171478342LS‐1 4455785E 22000L HPSV 35 NEW L.A. AVE S/S, 997' E/O MILLER PKWY‐118.866413802 34.2803907110 CONCRETE 2/28/2003 31 200 UG 2003 Y12191545 2068670927181478342LS‐14455786E 22000L HPSV 35 NEW L.A. AVE S/S, 1241' E/O MILLER PKWY‐118.865609925 34.2807544180 CONCRETE 2/28/2003 31 200 UG 2003 Y12191545 2068678678671478342LS‐1 4455787E 22000L HPSV 35 NEW L.A. AVE S/S, 1497' E/O MILLER PKWY‐118.864847455 34.2811249741 CONCRETE 2/28/2003 31 200 UG 2003 Y12191533 2068663841291478342LS‐1 4456911E 22000L HPSV 35 LOS ANGELES AVE 840' W/O GABBERT RD.‐118.904032340 34.2789657299 WOOD 6/28/2005 75 200 OH 2005 N12211545 2068658903611478342LS‐1 4458389E 5800L HPSV 35 NOGALES AVE W/S 327' S/O LOS ANGELES AVE‐118.861919581 34.2867917826 WOOD 5/12/2004 50 70 OH 2004 N12131539 2068669256951478342LS‐1 4465269E 9500L HPSV 35 PHEASANT RUN W/S @ TIERRA REJADA‐118.881415807 34.2632752938 CONCRETE 1/3/2002 31 100 UG 2002 Y12151536 2068665504881478342LS‐1 4470969E 9500L HPSV 35 MOUNTAIN TR W/S 125' N/O TERRA REJADA‐118.89721090134.2687214620 CONCRETE 11/1/2003 25 100 UG 2003 Y12191539 2068671992651478342LS‐1 4472941E 5800L HPSV 35 MILLARD ST W/S, 22 1/2' S/O SHERMAN AVE‐118.879000251 34.2794616756 CONCRETE 6/25/2004 25 70 UG 2004 Y12191542 2068673867021478342LS‐1 4498513E 22000L HPSV 35 MINOR ST E/S, 225' N/O FLINN AVE‐118.873251202 34.2834112407 CONCRETE 8/3/2005 31 200 UG 2005 Y12191542 2068673867031478342LS‐1 4498514E 22000L HPSV 35 FLINN ST S/S, @ MINOR ST‐118.873274003 34.2827493765 CONCRETE 8/3/2005 31 200 UG 2005 Y12191542 2068673867041478342LS‐1 4498515E 22000L HPSV 35 FLINN ST S/S, 150' W/O MINOR ST‐118.873800292 34.2827661875 CONCRETE 5/18/2005 31 200 UG 2005 Y12191542 2068673867051478342LS‐1 4498518E 22000L HPSV 35 SPRING RD W/S, 155' N/O SECOND ST‐118.874994857 34.2835997481 CONCRETE 5/18/2005 31 200 UG 2005 Y12191542 2068673867061478342LS‐1 4498519E 22000L HPSV 35 SPRING RD E/S, 250' N/O FLINN AVE‐118.87486717134.2838612819 CONCRETE 5/18/2005 31 200 UG 2005 Y12191542 2068673886311478342LS‐1 4498520E 22000L HPSV 35 SPRING RD W/S, 355' N/O SECOND ST‐118.875023851 34.2841485775 CONCRETE 5/11/2005 31 200 UG 2005 Y12191542 2068679059341478342LS‐1 4498521E 22000L HPSV 35 SPRING RD E/S, 450' N/O FLINN AVE‐118.874882088 34.2844114226 CONCRETE 5/11/2005 31 200 UG 2005 Y12211542 2068673886331478342LS‐1 4498522E 22000L HPSV 35 SPRING RD W/S, 550' N/O SECOND ST‐118.875018264 34.2846901762 CONCRETE 5/11/2005 31 200 UG 2005 Y12231539 2068658903861478342LS‐1 4504062E 5800L HPSV 35 WALNUT CYN RD E/S, 3020' N/O EVERETT ST‐118.879449079 34.2946117243 WOOD 8/3/2004 50 70 OH 2004 N12191539 2068671992621478342LS‐1 4536263E 5800L HPSV 35 MOONSONG CT N/S, 420' E/O FLORY AV‐118.879484016 34.2794470006 CONCRETE 6/25/2004 25 70 UG 2004 Y12191539 2068671992631478342LS‐1 4536264E 5800L HPSV 35 MOONSONG CT S/S, 207' E/O FLORY AV‐118.88017307634.2794021885 CONCRETE 6/25/2004 25 70 UG 2004 Y12191539 2068671992641478342LS‐1 4536265E 5800L HPSV 35 FLORY AVE E/S, 39' N/O MOONSONG CT‐118.880805655 34.2795322305 CONCRETE 6/25/2004 25 70 UG 2004 Y12191536 2068672867161478342LS‐1 4543214E 5800L HPSV 35 GISLER RD E/S, 1' N/O C/L DENALI CT‐118.888238859 34.2835979540 CONCRETE 12/1/2004 26 70 UG 2004 Y12191536 2068672867171478342LS‐1 4543215E 5800L HPSV 35 DENALI CT N/S, 150' W/O C/L GISLER RD‐118.888785497 34.2836354607 CONCRETE 12/1/2004 25 70 UG 2004 Y12191536 2068672867181478342LS‐1 4543216E 5800L HPSV 35 FUJI ST W/S, 272' W/O GISLER ST‐118.889292587 34.2828930186 CONCRETE 12/1/2004 25 70 UG 2004 Y12191536 2068672867191478342LS‐1 4543217E 5800L HPSV 35 OLYMPUS ST W/S, 274' W/O GISLER RD‐118.889271698 34.2824265796 CONCRETE 12/1/2004 25 70 UG 2004 Y12191536 2068672867201478342LS‐1 4543218E 5800L HPSV 35 OLYMPUS CT S/S, 92' W/O C/L GISLER RD‐118.88882697934.2823332968 CONCRETE 12/1/2004 25 70 UG 2004 Y12191536 2068672867211478342LS‐1 4543219E 5800L HPSV 35 GISLER RD E/S, 4' N/O C/L OLYMPUS ST‐118.888358527 34.2824289009 CONCRETE 12/1/2004 26 70 UG 2004 Y12191536 2068672867221478342LS‐1 4543220E 5800L HPSV 35 GISLER RD E/S, 6' S/O C/L FUJI ST‐118.888327627 34.2829270981 CONCRETE 12/1/2004 26 70 UG 2004 Y12191536 2068672867231478342LS‐1 4543221E 5800L HPSV 35 FUJI ST N/S, 120' W/O C/L GISLER RD‐118.888787159 34.2829885573 CONCRETE 12/1/2004 25 70 UG 2004 Y12171542 2068672006521478342LS‐1 4554803E 22000L HPSV 35 SPRING ST W/S, 500' S/O NEW LOS ANGELES AV, MOORPR‐118.874998642 34.2776861641 CONCRETE 7/2/2004 31 200 UG 2004 Y12131539 2068669333931478342LS‐1 4554808E 9500L HPSV 35 TIERRA REJADA CNTR 250' E/O BROOKHURST‐118.88283064534.2632215758 CONCRETE 12/11/2004 31 100 UG 2004 Y12231554 2068672070451478342LS‐1 4554811E 22000L HPSV 35 LOS ANGELES AVE S/S 75' E/O ADRIAN‐118.834435005 34.2916195463 CONCRETE 7/16/2004 31 200 UG 2004 Y12131548 2068671380711478342LS‐1 4554860E 9500L HPSV 35 TIERRA REJADA RD 75'E/O SUNSET VALLEY RD‐118.854956672 34.2642412396 CONCRETE 3/25/2004 31 100 UG 2004 Y12131539 2068671276211478342LS‐1 4554883E 5800L HPSV 35 PEACH HILL WS 240' S/O SILVER CREEK‐118.879001207 34.2644929478 CONCRETE 3/5/2004 25 70 UG 2004 Y12171539 2068674186541478342LS‐1 4554914E 5800L HPSV 35 PARK LN W/S, 685' S/O LOS ANGELES AV (HWY 118)‐118.885591021 34.2771418908 CONCRETE 2/18/2005 31 70 UG 2005 Y12191539 2068673792921478342LS‐1 4557063E 5800L HPSV 35 132 MOORPARK AVE.‐118.882289343 34.2805264145 CONCRETE 7/23/2005 25 70 UG 2005 Y12211542 2068676951651478342LS‐1 4557099E 22000L HPSV 35 L.A. AVE S/S 275' E/O SPRING RD‐118.87403124134.2856453983 WOOD 12/13/2007 50 200 OH 2007 N12211542 2068676954491478342LS‐1 4557100E 22000L HPSV 35 PRINCETON AVE S/S, 501' E/O SPRING ST, MOORPARK‐118.873277178 34.2856965492 WOOD 12/13/2007 50 200 OH 2007 N12211548 2068676954501478342LS‐1 4557101E 9500L HPSV 35 VIRGINIA COLONY PL E/S, 20' N/O AVENIDA COLONIA‐118.858230369 34.2877424891 WOOD 12/19/2007 55 100 OH 2007 N12211545 2068676954511478342LS‐1 4557102E 5800L HPSV 35 AVENIDA COLONIA S/S, 85' W/O LOS ANGELES PL, MOORP‐118.858593284 34.2876026227 WOOD 12/13/2007 60 70 OH 2007 N235
12211545 2068676951661478342LS‐1 4557103E 5800L HPSV 35 AVENIDA COLONIA S/S, 278' W/O LOS ANGELES PL, MOOR‐118.859222722 34.2873642894 WOOD 12/13/2007 60 70 OH 2007 N12211545 2068676951671478342LS‐1 4557105E 5800L HPSV 35 AVENIDA COLONIA S/S, 552' E/O NOGALES, MOORPARK‐118.860072352 34.2871636735 WOOD 12/13/2007 60 70 OH 2007 N12211545 2068676954521478342LS‐1 4557106E 5800L HPSV 35 AVENIDA COLONIA S/S, 394' E/O NOGALES, MOORPARK‐118.860594061 34.2871212294 WOOD 12/13/2007 60 70 OH 2007 N12211545 2068676954531478342LS‐1 4557107E 5800L HPSV 35 AVENIDA COLONIA S/S, 253' E/O NOGALES, MOORPARK‐118.861046133 34.2870150276 WOOD 12/13/2007 60 70 OH 2007 N12211545 2068676954541478342LS‐1 4557108E 5800L HPSV 35 AVENIDA COLONIA S/S, 92' E/O NOGALES, MOORPARK‐118.861595984 34.2868813343 WOOD 12/13/2007 55 70 OH 2007 N12211545 2068676951681478342LS‐1 4557109E 5800L HPSV 35 NOGALES AVE, W/S 164' S/O PRINCETON AVE‐118.86195791734.2873310840 WOOD 12/13/2007 50 70 OH 2007 N12211542 2068658914151478342LS‐1 4557121E 22000L HPSV 35 LOS ANGELES AVE S/S, 2640' E/O SPRING ST.‐118.869082331 34.2867115814 WOOD 12/13/2007 50 200 OH 2007 N12211542 2068676951701478342LS‐1 4557124E 22000L HPSV 35 PRINCETON AVE S/S 956' E/O SPRING, MOORPARK‐118.871759972 34.2858011304 WOOD 12/13/2007 50 200 OH 2007 N12211542 2068676954551478342LS‐1 4557125E 22000L HPSV 35 PRINCETON AVE S/S, 750' E/O SPRING ST, MOORPARK‐118.872463268 34.2857495649 WOOD 12/13/2007 50 200 OH 2007 N12211545 2068678583011478342LS‐1 4557163E 22000L HPSV 35 N/S PRINCETON AVE. 180' S/O CONDOR DR.‐118.858636205 34.2880710311 CONCRETE 7/14/2010 31 200 UG 2010 Y12191533 2068673055731478342LS‐1 4557212E 22000L HPSV 35 L.A. AVE. E/O BUTTERCREEK RD.‐118.905876215 34.2788469873 CONCRETE 1/21/2005 31 200 UG 2005 Y12191539 2068672631481478342LS‐1 4557216E 5800L HPSV 35 MILLARD ST W/S, @ SUSAN AVE‐118.87899756634.2814520943 CONCRETE 10/2/2004 25 70 UG 2004 Y12191539 2068672834521478342LS‐1 4557217E 5800L HPSV 35 NE COR/O 3RD STREET & BARD STREET‐118.879309636 34.2821139056 CONCRETE 10/2/2004 25 70 UG 2004 Y12211545 2068676951691478342LS‐1 4557464E 5800L HPSV 35 NOGALES & AVENIDA COLONIA‐118.861903883 34.2876898195 WOOD 8/10/2010 55 70 OH 2010 N12171539 2068675861121478342LS‐1 4557492E 5800L HPSV 35 PARK LANE W/S, 230' S/O NEW LOS ANGELES AVE‐118.885489186 34.2783966450 CONCRETE 1/11/2007 26 70 UG 2007 Y12171539 2068677660161478342LS‐1 4557496E 22000L HPSV 35 PARK CREST LN N/S, 705' W/O MOORPARK AV‐118.884537787 34.2771651090 CONCRETE 7/3/2008 31 200 UG 2008 Y12171539 2068677660151478342LS‐1 4557497E 22000L HPSV 35 PARK CREST LN N/S, 485' W/O MOORPARK AV‐118.883814432 34.2771519422 CONCRETE 7/3/2008 31 200 UG 2008 Y12171539 2068677660141478342LS‐1 4557498E 22000L HPSV 35 PARK CREST LN N/S, 248' W/O MOORPARK AV‐118.88302879734.2771407416 CONCRETE 7/3/2008 31 200 UG 2008 Y12111542 2068675207981478342LS‐1 4557556E 5800L HPSV 35 HIDDEN PINES CT W/S 10' S/O SUNNYSLOPE PL‐118.876939915 34.2612788570 CONCRETE 6/27/2006 25 70 UG 2006 Y12191539 2068675948431478342LS‐1 4557642E 5800L HPSV 35 MOORPARK RD. W/S, 300' N/O L.A. AVE.‐118.882267025 34.2798532849 CONCRETE 2/2/2007 25 70 UG 2007 Y12151542 2068674604061478342LS‐1 4557757E 5800L HPSV 35 PEACH HILL RD. N/S , 100' E/O MOORPARK RD.‐118.868661970 34.2718831974 CONCRETE 3/4/2006 26 70 UG 2006 Y12231548 2068676250751478342LS‐1 4557791E 22000L HPSV 35 PRINCETON AVE E/S 300' S/O C/L AMHERST ST‐118.857370884 34.2946817729 CONCRETE 4/24/2007 31 200 UG 2007 Y12111542 2068677665041478342LS‐1 4557798E 5800L HPSV 35 RANSOM RD S/S @ SOUTH HAMPTON RD‐118.868500517 34.2616658349 CONCRETE 7/3/2008 25 70 UG 2008 Y121915392068677017821478342LS‐1 4557950E 22000L HPSV 35 LOS ANGELES AVE N/S, 346' E/O PARK LN‐118.884454955 34.2790730265 CONCRETE 1/7/2008 31 200 UG 2008 Y12151542 2068679202151478342LS‐1 4557983E 5800L HPSV 35 N/S PEACH HILL RD 325' E/O MOORPARK AVE‐118.867977458 34.2719327723 CONCRETE 8/25/2007 25 70 UG 2007 Y12231554 2068676583901478342LS‐1 4557992E 22000L HPSV 35 LOS ANGELES AVE S/S 75' W/O ADRIAN‐118.834600665 34.2917104093 CONCRETE 7/3/2007 31 200 UG 2007 Y12251551 2068677966511478342LS‐1 4557998E 9500L HPSV 35 6599 CAMPUS PARK‐118.842666135 34.2966858824 CONCRETE 5/12/2008 30 100 UG 2008 Y12191536 2068658902061478342LS‐1 4572690E 5800L HPSV 35 S/W COR/O SHASTA AVE,S/O LASSEN AVE‐118.891343700 34.2823308501 WOOD 10/28/2004 35 70 OH 2004 Y12271554 2068658911021478342LS‐1 4575594E 9500L HPSV 35 JOHN COLTER RD. S/S 528' E/O ROUND MEADOW RD‐118.834962244 34.3042563448 WOOD 6/1/2005 50 100 OH 2005 N12211542 2068658964791478342LS‐14578172E 4000L HPSV 35 HWY 118 S/S 1505 E/O SPRING ST‐118.870036387 34.2861862181 WOOD 6/21/2005 50 50 OH 2005 N12211542 2068679963091478342LS‐1 4578173E 22000L HPSV 35 LA AVE S/S 1719' E/O SPRING RD‐118.869468141 34.2864186713 WOOD 6/21/2005 50 200 OH 2005 N12211542 2068676606551478342LS‐1 4578177E 16000L HPSV 35 SPRING RD CENTER, 594' N/O CHARLES ST‐118.875128460 34.2883234258 CONCRETE 7/16/2007 31 150 UG 2007 Y12211542 2068676606571478342LS‐1 4578178E 16000L HPSV 35 SPRING RD CENTER, 394' N/O CHARLES ST‐118.875187887 34.2877765442 CONCRETE 7/16/2007 31 150 UG 2007 Y12251542 2068675569381478342LS‐1 4593333E 5800L HPSV 35 ELK RUN LOOP S/S, 60' E/O TIMBER HOLLOW AV‐118.871517579 34.2970167503 CONCRETE 7/26/2006 26 70 UG 2006 Y12251542 2068675569391478342LS‐1 4593334E 5800L HPSV 35 ELK RUN LOOP N/S, 280' E/O TIMBER HOLLPW AV‐118.87072614434.2968880626 CONCRETE 7/26/2006 26 70 UG 2006 Y12191539 2068674854071478342LS‐1 4593335E 22000L HPSV 35 S‐S LA AVE 20' E/O MILLARD‐118.878885057 34.2790031694 CONCRETE 5/16/2006 26 200 UG 2006 Y12191539 2068674854081478342LS‐1 4593336E 22000L HPSV 35 S/S LA AVE 483' E/O FLORY AVE‐118.879249401 34.2789997105 CONCRETE 5/16/2006 26 200 UG 2006 Y12211539 2068658903221478342LS‐1 4635506E 5800L HPSV 35 BARD ST E/S 150' N/O HIGH ST‐118.879329311 34.2861018035 WOOD 7/17/2006 65 70 OH 2006 N12171539 2068674847541478342LS‐1 4638466E 5800L HPSV 35 MILLARD ST N/S, 90' E/O BIG BEN‐118.879050942 34.2784914482 CONCRETE 5/12/2006 25 70 UG 2006 Y12171539 2068674847551478342LS‐1 4638467E 5800L HPSV 35 MILLARD ST S/S, 27' E/O BIG BEN‐118.879309247 34.2784118406 CONCRETE 5/12/2006 26 70 UG 2006 Y12171539 2068674847561478342LS‐1 4638468E 5800L HPSV 35 BIG BEN W/S, 136' N/O MILLARD ST‐118.87948120434.2787785430 CONCRETE 5/12/2006 25 70 UG 2006 Y12271542 2068675569401478342LS‐1 4643726E 16000L HPSV 35 CENTER OF SPRING RD, 220' E/O WALNUT CYN RD C/L‐118.877295508 34.3018321369 CONCRETE 7/26/2006 31 150 UG 2006 Y12271542 2068675569421478342LS‐1 4643727E 16000L HPSV 35 CENTER OF SPRING RD, 420' E/O WALNUT CYN RD C/L‐118.876577738 34.3017230966 CONCRETE 7/26/2006 31 150 UG 2006 Y12271542 2068675569441478342LS‐1 4643728E 16000L HPSV 35 CENTER OF SPRING RD, 620' E/O WALNUT CYN RD C/L‐118.875964488 34.3015152923 CONCRETE 7/26/2006 31 150 UG 2006 Y12271542 2068675569461478342LS‐1 4643729E 16000L HPSV 35 CENTER OF SPRING RD, 820' E/O WALNUT CYN RD C/L‐118.875407530 34.3012337754 CONCRETE 7/26/2006 31 150 UG 2006 Y122515422068675569481478342LS‐1 4643730E 16000L HPSV 35 CENTER OF SPRING RD, 1020' E/O WALNUT CYN RD C/L‐118.874939184 34.3008425256 CONCRETE 7/26/2006 31 150 UG 2006 Y12251542 2068675569501478342LS‐1 4643731E 16000L HPSV 35 SPRING RD N/E/S, 1210' E/O WALNUT CYN RD C/L‐118.874540554 34.3004361913 CONCRETE 7/26/2006 31 150 UG 2006 Y12251542 2068675569511478342LS‐1 4643732E 16000L HPSV 35 SPRING RD S/W/S, 1210' E/O WALNUT CYN RD C/L‐118.874623738 34.3003829372 CONCRETE 7/26/2006 31 150 UG 2006 Y12251542 2068675569541478342LS‐1 4643735E 16000L HPSV 35 CENTER OF SPRING RD, 220' S/O RIDGECREST AVE C/L‐118.874148012 34.2992403802 CONCRETE 7/26/2006 31 150 UG 2006 Y12251542 2068675569561478342LS‐1 4643736E 16000L HPSV 35 CENTER OF SPRING RD, 440' S/O RIDGECREST AVE C/L‐118.87417594834.2986917365 CONCRETE 7/26/2006 31 150 UG 2006 Y12251542 2068675569581478342LS‐1 4643737E 16000L HPSV 35 CENTER OF SPRING RD, 655' S/O RIDGECREST AVE C/L‐118.874204849 34.2981073869 CONCRETE 7/26/2006 31 150 UG 2006 Y12251542 2068675569601478342LS‐1 4643738E 16000L HPSV 35 SPRING RD E/S, 880' S/O RIDGECREST AVE C/L‐118.874162417 34.2975037636 CONCRETE 7/26/2006 31 150 UG 2006 Y12251542 2068675569611478342LS‐1 4643739E 16000L HPSV 35 SPRING RD W/S, 880' S/O RIDGECREST AVE C/L‐118.874289766 34.2974954025 CONCRETE 7/26/2006 31 150 UG 2006 Y12251542 2068675569621478342LS‐1 4643741E 16000L HPSV 35 CENTER OF SPRING RD, 210' S/O ELK RUN WAY C/L‐118.873983322 34.2963102227 CONCRETE 7/26/2006 31 150 UG 2006 Y12251542 2068675569641478342LS‐1 4643742E 16000L HPSV 35 CENTER OF SPRING RD, 410' S/O ELK RUN WAY C/L‐118.87380945634.2957779909 CONCRETE 7/26/2006 31 150 UG 2006 Y12231542 2068675569661478342LS‐1 4643743E 16000L HPSV 35 CENTER OF SPRING RD, 610' S/O ELK RUN WAY C/L‐118.873620977 34.2952523543 CONCRETE 7/26/2006 31 150 UG 2006 Y12231542 2068675569681478342LS‐1 4643744E 16000L HPSV 35 CENTER OF SPRING RD, 810' S/O ELK RUN WAY C/L‐118.873474695 34.2947180032 CONCRETE 7/26/2006 31 150 UG 2006 Y12231542 2068675569701478342LS‐1 4643745E 16000L HPSV 35 CENTER OF SPRING RD, 1010' S/O ELK RUN WAY C/L‐118.873368891 34.2941798912 CONCRETE 7/26/2006 31 150 UG 2006 Y12251542 2068675569731478342LS‐1 4643747E 5800L HPSV 35 ELK RUN LOOP S/S, 215' E/O SPRING RD‐118.873430845 34.2968810168 CONCRETE 7/26/2006 26 70 UG 2006 Y12251542 2068675569741478342LS‐1 4643748E 5800L HPSV 35 ELK RUN LOOP N/S, 374' E/O SPRING RD‐118.87294981434.2970622226 CONCRETE 7/26/2006 26 70 UG 2006 Y12251542 2068675569751478342LS‐1 4643749E 5800L HPSV 35 ELK RUN LOOP S/S, 240' W/O TIMGER HOLLOW AV‐118.872348334 34.2970513759 CONCRETE 7/26/2006 26 70 UG 2006 Y12251542 2068675569761478342LS‐1 4643750E 5800L HPSV 35 ELK RUN LOOP N/S, 70' W/O TIMBER HOLLOW AV‐118.871723633 34.2971358595 CONCRETE 7/26/2006 26 70 UG 2006 Y12251539 2068675760911478342LS‐1 4643826E 22000L HPSV 35 MERIDIAN HILLS DR S/S, 71' W/O WALNUT CYN RD‐118.878981820 34.2970295237 CONCRETE 12/20/2006 31 200 UG 2006 Y12251539 2068675760921478342LS‐1 4643827E 22000L HPSV 35 MERIDIAN HILLS DR S/S, 266' W/O WALNUT CYN RD‐118.879721902 34.2972421930 CONCRETE 12/20/2006 31 200 UG 2006 Y12251539 2068675760931478342LS‐14643828E 22000L HPSV 35 MERIDIAN HILLS DR N/S, 266' W/O WALNUT CYN RD‐118.879694806 34.2973270632 CONCRETE 12/20/2006 31 200 UG 2006 Y12251539 2068675760941478342LS‐1 4643829E 22000L HPSV 35 MERIDIAN HILLS DR S/S, 69' E/O HIGH COUNTRY DR‐118.880492267 34.2973400174 CONCRETE 12/20/2006 31 200 UG 2006 Y12251539 2068675760951478342LS‐1 4643830E 22000L HPSV 35 MERIDIAN HILLS DR N/S, 66' W/O HIGH COUNTRY DR‐118.880634098 34.2974169374 CONCRETE 12/20/2006 31 200 UG 2006 Y12251539 2068675760961478342LS‐1 4643831E 22000L HPSV 35 MERIDIAN HILLS DR S/S, 268' E/O BREEZY GLEN DR‐118.881297319 34.2973301363 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675760971478342LS‐1 4643832E 22000L HPSV 35 MERIDIAN HILLS DR N/S, 268' E/O BREEZY GLEN DR‐118.88130767634.2974056323 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675760981478342LS‐1 4643833E 22000L HPSV 35 MERIDIAN HILLS DR S/S, 43' E/O BREEZY GLEN DR‐118.882142728 34.2973174518 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675760991478342LS‐1 4643834E 22000L HPSV 35 MERIDIAN HILLS DR N/S, 89' W/O BREEZY GLEN DR‐118.882440509 34.2973900670 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675761001478342LS‐1 4643835E 22000L HPSV 35 MERIDIAN HILLS DR S/S, 453' W/O BREEZY GLEN DR‐118.883695773 34.2972771477 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675761011478342LS‐1 4643836E 22000L HPSV 35 MERIDIAN HILLS DR N/S, 453' W/O BREEZY GLEN DR‐118.883719882 34.2973550090 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675761021478342LS‐1 4643837E 22000L HPSV 35 MERIDIAN HILLS DR S/S, 462' E/O RIDGEMARK DR‐118.88451234134.2971071437 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675761031478342LS‐1 4643838E 22000L HPSV 35 MERIDIAN HILLS DR N/S, 462' E/O RIDGEMARK DR‐118.884573894 34.2971838092 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675761041478342LS‐1 4643839E 22000L HPSV 35 MERIDIAN HILLS DR S/S, 184' E/O RIDGEMARK DR‐118.885331308 34.2967408124 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675761051478342LS‐1 4643840E 22000L HPSV 35 MERIDIAN HILLS DR N/S, 184' E/O RIDGEMARK DR‐118.885431767 34.2968471282 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675761061478342LS‐1 4643841E 22000L HPSV 35 MERIDIAN HILLS DR S/S, 32' E/O RIDGEMARK DR‐118.885810375 34.2964743909 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675761071478342LS‐1 4643842E 22000L HPSV 35 MERIDIAN HILLS DR N/S, 71' W/O RIDGEMARK DR‐118.886036439 34.2964335796 CONCRETE 12/20/2006 31 200 UG 2006 Y12251539 2068675761081478342LS‐14643843E 22000L HPSV 35 MERIDIAN HILLS DR N/S, 224' W/O RIDGEMARK DR‐118.886437376 34.2961023367 CONCRETE 12/20/2006 31 200 UG 2006 Y12251539 2068675761091478342LS‐1 4643844E 22000L HPSV 35 MERIDIAN HILLS DR S/S, 224' W/O RIDGEMARL DR‐118.886364345 34.2960481773 CONCRETE 12/20/2006 31 200 UG 2006 Y236
12251539 2068675761101478342LS‐1 4643845E 22000L HPSV 35 MERIDIAN HILLS DR E/S, 474' S/O RIDGEMARK DR‐118.886869316 34.2954813919 CONCRETE 12/20/2006 31 200 UG 2006 Y12251539 2068675761111478342LS‐1 4643846E 22000L HPSV 35 MERIDIAN HILLS DR W/S, 474' S/O RIDGEMARK DR‐118.886979950 34.2955143680 CONCRETE 12/20/2006 31 200 UG 2006 Y12231539 2068675761121478342LS‐1 4643847E 22000L HPSV 35 MERIDIAN HILLS DR E/S, 705' S/O RIDGEMARK DR‐118.887200021 34.2948640577 CONCRETE 12/20/2006 31 200 UG 2006 Y12231539 2068675761131478342LS‐1 4643848E 22000L HPSV 35 MERIDIAN HILLS DR W/S, 705' S/O RIDGEMARK DR‐118.887357538 34.2949348510 CONCRETE 12/20/2006 31 200 UG 2006 Y12231539 2068675761141478342LS‐1 4643849E 22000L HPSV 35 MERIDIAN HILLS DR E/S, 974' S/O RIDGEMARK DR‐118.887711217 34.2942800720 CONCRETE 12/20/2006 31 200 UG 2006 Y12231539 2068675761151478342LS‐1 4643850E 22000L HPSV 35 MERIDIAN HILLS DR W/S, 974' S/O RIDGEMARK DR‐118.88780890434.2943275101 CONCRETE 12/20/2006 31 200 UG 2006 Y12251539 2068675761161478342LS‐1 4643964E 22000L HPSV 35 MERIDIAN HILLS DR S/S, 206' W/O BREEZY GLEN DR‐118.882887739 34.2973054943 CONCRETE 12/19/2006 31 200 UG 2006 Y12251539 2068675761171478342LS‐1 4643965E 22000L HPSV 35 MERIDIAN HILLS DR N/S, 206' W/O BREEZY GLEN DR‐118.882891299 34.2973812072 CONCRETE 1/8/2007 31 200 UG 2007 Y12231542 2068676588471478342LS‐1 4653940E 16000L HPSV 35 CENTER OF SPRING RD,2600'N/O CHARLES ST‐118.873391436 34.2936258095 CONCRETE 8/15/2007 31 150 UG 2007 Y12231542 2068676588491478342LS‐1 4653941E 16000L HPSV 35 CENTER OF SPRING RD, 2400' N/O CHARLES ST C/L‐118.873530563 34.2930932818 CONCRETE 8/15/2007 31 150 UG 2007 Y12231542 2068676588511478342LS‐1 4653942E 16000L HPSV 35 CENTER OF SPRING RD, 2200' N/O CHARLES ST C/L‐118.87371041534.2925654433 CONCRETE 8/15/2007 31 150 UG 2007 Y12231542 2068676588531478342LS‐1 4653943E 16000L HPSV 35 CENTER OF SPRING RD, 2000' N/O CHARLES ST C/L‐118.873890713 34.2920382912 CONCRETE 8/15/2007 31 150 UG 2007 Y12231542 2068676588551478342LS‐1 4653944E 16000L HPSV 35 CENTER OF SPRING RD, 1800' N/O CHARLES ST C/L‐118.874071574 34.2915111297 CONCRETE 8/15/2007 31 150 UG 2007 Y12231542 2068676588571478342LS‐1 4653945E 16000L HPSV 35 CENTER OF SPRING RD, 1600' N/O CHARLES ST C/L‐118.874250319 34.2909837744 CONCRETE 8/15/2007 31 150 UG 2007 Y12231542 2068676588591478342LS‐1 4653946E 16000L HPSV 35 CENTER OF SPRING RD, 1400' N/O CHARLES ST C/L‐118.874431921 34.2904557435 CONCRETE 8/15/2007 31 150 UG 2007 Y12211542 2068676588611478342LS‐1 4653947E 16000L HPSV 35 CENTER OF SPRING RD, 1200' N/O CHARLES ST C/L‐118.87461172334.2899303221 CONCRETE 8/15/2007 31 150 UG 2007 Y12211542 2068676588631478342LS‐1 4653948E 16000L HPSV 35 CENTER OF SPRING RD, 1000' N/O CHARLES ST C/L‐118.874792213 34.2894026223 CONCRETE 8/15/2007 31 150 UG 2007 Y12211542 2068676588651478342LS‐1 4653949E 16000L HPSV 35 CENTER OF SPRING RD, 800' N/O CHARLES ST C/L‐118.874973008 34.2888747505 CONCRETE 8/15/2007 31 150 UG 2007 Y12211539 2068658902861478342LS‐1 4669710E 9500L HPSV 35 POINDEXTER AVE S/S 500' W/O CORNETT AVE‐118.885267871 34.2843917149 WOOD 11/29/2006 35 100 OH 2006 Y12211536 2068658902801478342LS‐1 4669711E 5800L HPSV 35 SIERRA AVE E/S 21' S/O SHASTA AVE‐118.889781768 34.2845621218 WOOD 1/2/2007 35 70 OH 2007 Y12211539 2068658902871478342LS‐1 4669712E 9500L HPSV 35 POINDEXTER AVE S/S 295' W/O CORNETT AVE‐118.88585571134.2844548663 WOOD 1/2/2007 35 100 OH 2007 Y12191536 2068658894971478342LS‐1 4669713E 5800L HPSV 35 SHASTA AVE W/S 99' N/O PALOMAR AVE‐118.891384088 34.2833893154 WOOD 1/2/2007 35 70 OH 2007 Y12251542 2068675860921478342LS‐1 4671476E 16000L HPSV 35 RIDGECREST AVE N/S, 321' E/O SPRING RD‐118.873285838 34.3001831415 CONCRETE 1/4/2007 31 150 UG 2007 Y12251542 2068675860931478342LS‐1 4671477E 16000L HPSV 35 RIDGECREST AVE S/S, 321' E/O SPRING RD‐118.873230248 34.3001057056 CONCRETE 1/4/2007 31 150 UG 2007 Y12251542 2068675860941478342LS‐1 4671478E 16000L HPSV 35 RIDGECREST AVE N/S, 563' E/O SPRING RD‐118.872581455 34.3004890961 CONCRETE 1/4/2007 31 150 UG 2007 Y12251542 2068675860951478342LS‐1 4671479E 16000L HPSV 35 RIDGECREST AVE S/S, 563' E/O SPRING RD‐118.872515673 34.3004148875 CONCRETE 1/4/2007 31 150 UG 2007 Y12251542 2068675860961478342LS‐1 4671480E 16000L HPSV 35 RIDGECREST AVE N/S, 745' E/O SPRING RD‐118.87208761234.3007693620 CONCRETE 1/4/2007 31 150 UG 2007 Y12251542 2068675860971478342LS‐1 4671481E 16000L HPSV 35 RIDGECREST AVE S/S, 745' E/O SPRING RD‐118.872026093 34.3007016060 CONCRETE 1/4/2007 31 150 UG 2007 Y12271542 2068675860981478342LS‐1 4671482E 16000L HPSV 35 RIDGECREST AVE N/S, 250.76' W/O HIGHTOP ST‐118.871631864 34.3010877376 CONCRETE 1/4/2007 31 150 UG 2007 Y12251542 2068675860991478342LS‐1 4671483E 16000L HPSV 35 RIDGECREST AVE S/S, 250.76' W/O HIGHTOP ST‐118.871565446 34.3010067086 CONCRETE 1/4/2007 31 150 UG 2007 Y12271542 2068675861021478342LS‐1 4671486E 16000L HPSV 35 RIDGECREST AVE N/S, 274' E/O HIGHTOP ST‐118.870386219 34.3020564133 CONCRETE 1/4/2007 31 150 UG 2007 Y12271542 2068675861031478342LS‐1 4671487E 16000L HPSV 35 RIDGECREST AVE S/S, 274' E/O ELK RUN WAY‐118.870312909 34.3019875665 CONCRETE 1/4/2007 31 150 UG 2007 Y12271542 2068675861041478342LS‐1 4671488E 16000L HPSV 35 N/S RIDGECREST AVE 484' E/O HIGHTOP ST‐118.86985639734.3024179455 CONCRETE 1/4/2007 31 150 UG 2007 Y12271542 2068675861051478342LS‐1 4671489E 16000L HPSV 35 RIDGECREST AVE S/S, 481' E/O ELK RUN WAY‐118.869781630 34.3023575759 CONCRETE 1/4/2007 31 150 UG 2007 Y12271542 2068675861061478342LS‐1 4671490E 16000L HPSV 35 RIDGECREST AVE N/S, 415' E/O HIGHTOP ST‐118.869278411 34.3027306451 CONCRETE 1/4/2007 31 150 UG 2007 Y12271542 2068675861071478342LS‐1 4671491E 16000L HPSV 35 RIDGECREST AVE S/S, 415' E/O HIGHTOP ST‐118.869231118 34.3026488449 CONCRETE 1/4/2007 31 150 UG 2007 Y12271545 2068675861081478342LS‐1 4671492E 16000L HPSV 35 RIDGECREST AVE N/S, 205' E/O HIGHTOP ST‐118.868613071 34.3030625503 CONCRETE 1/4/2007 31 150 UG 2007 Y12271545 2068675861091478342LS‐1 4671493E 16000L HPSV 35 RIDGECREST AVE S/S, 205' E/O HIGHTOP ST‐118.868526113 34.3029366827 CONCRETE 1/4/2007 31 150 UG 2007 Y12271545 2068675861101478342LS‐1 4671494E 16000L HPSV 35 RIDGECREST AVE S/S, @ INTERSECTION OF HIGHTOP‐118.86790143434.3031551519 CONCRETE 1/4/2007 31 150 UG 2007 Y12171539 2068680226421478342LS‐1 4676088E 5800L HPSV 35 MILLARD ST W/S, 7' S/O WESTCOTT CT‐118.879780014 34.2781055241 CONCRETE 5/8/2006 25 70 UG 2006 Y12171539 2068674832541478342LS‐1 4676090E 5800L HPSV 35 MILLARD ST W/S, 5' S/O NORFOLK CT‐118.879775456 34.2776005599 CONCRETE 5/8/2006 25 70 UG 2006 Y12171539 2068677539741478342LS‐1 4676092E 5800L HPSV 35 MILLARD ST W/S, 7' S/O TORRIDON CT‐118.879783983 34.2770873851 CONCRETE 11/6/2008 25 70 UG 2008 Y12171539 2068677539761478342LS‐1 4676094E 5800L HPSV 35 MILLARD ST E/S, 42' N/O MAJESTIC CT‐118.879785071 34.2766364234 CONCRETE 11/6/2008 26 70 UG 2008 Y12171539 2068680355941478342LS‐1 4676098E 5800L HPSV 35 MAJESTIC CT S/S, 35' W/O DARTMOOR CT‐118.879221694 34.2764848081 CONCRETE 11/11/2009 26 70 UG 2009 Y12211539 2068658902941478342LS‐1 468125H 5800L HPSV 35 N/W COR/O MOORPARK AVE & WICKS RD‐118.88345043034.2881782383 STEEL 1/1/1920 25 70 OH 1957 Y12251542 2068675560611478342LS‐1 4684679E 5800L HPSV 35 ELK RUN LOOP N/S, 208' W/O SAWMILL WY C/L‐118.869541145 34.2967210777 CONCRETE 10/30/2006 26 70 UG 2006 Y12251545 2068675560621478342LS‐1 4684680E 5800L HPSV 35 ELK RUN WAY N/S @ INTERSECTION OF SAWMILL WAY‐118.868929871 34.2968755530 CONCRETE 10/30/2006 26 70 UG 2006 Y12251545 2068675560631478342LS‐1 4684681E 5800L HPSV 35 ELK RUN LOOP E/S, 192' N/O SAWMILL WY C/L‐118.868357733 34.2971616471 CONCRETE 10/30/2006 26 70 UG 2006 Y12251545 2068675560641478342LS‐1 4684682E 5800L HPSV 35 ELK RUN LOOP W/S, 388' W/O SAWMILL WY C/L‐118.868178852 34.2975961269 CONCRETE 10/30/2006 26 70 UG 2006 Y12251545 2068675560651478342LS‐1 4684683E 5800L HPSV 35 ELK RUN LOOP E/S, 583' N/O SAWMILL WY C/L‐118.86791545734.2981051467 CONCRETE 10/30/2006 26 70 UG 2006 Y12251545 2068675560661478342LS‐1 4684684E 5800L HPSV 35 ELK RUN LOOP W/S, 418' S/O GROTTOES WY C/L‐118.868205579 34.2987599577 CONCRETE 10/30/2006 26 70 UG 2006 Y12251545 2068675560681478342LS‐1 4684686E 5800L HPSV 35 ELK RUN LOOP N/S, 50' SE/O GROTTOES WY‐118.868945453 34.2995708405 CONCRETE 10/30/2006 26 70 UG 2006 Y12251542 2068675560691478342LS‐1 4684687E 5800L HPSV 35 ELK RUN LOOP E/S, 141' N/O GROTTOES WY C/L‐118.869365123 34.2999190513 CONCRETE 10/30/2006 26 70 UG 2006 Y12251542 2068675560701478342LS‐1 4684688E 5800L HPSV 35 ELK RUN LOOP W/S,321' N/O GROTIOES WAY C/L‐118.869847615 34.3002315019 CONCRETE 10/30/2006 26 70 UG 2006 Y12251542 2068675560711478342LS‐1 4684689E 5800L HPSV 35 ELK RUN LOOP E/S, 404' S/O RIDGECREST AV‐118.87014999434.3006678062 CONCRETE 10/30/2006 26 70 UG 2006 Y12251542 2068675560721478342LS‐1 4684690E 5800L HPSV 35 ELK RUN LOO[P W/S, 214' S/O RIDGECRTEST DR‐118.870630638 34.3010347015 CONCRETE 10/30/2006 26 70 UG 2006 Y12271530 2068677501371478342LS‐1 4701094E 22000L HPSV 35 GRIMES CYN RD E/S, 208' S/O CHAMPIONSHIP DR‐118.911418427 34.3046556009 CONCRETE 7/16/2008 31 200 UG 2008 Y12271530 2068677501381478342LS‐1 4701095E 22000L HPSV 35 GRIMES CYN RD E/S, 65' N/O CHAMPIONSHIP DR‐118.911201590 34.3052231053 CONCRETE 7/16/2008 31 200 UG 2008 Y12291530 2068677501391478342LS‐1 4701096E 22000L HPSV 35 GRIMES CYN RD E/S, 255' N/O CHAMPIONSHIP DR‐118.910781927 34.3057538583 CONCRETE 7/16/2008 31 200 UG 2008 Y12251551 2068677078211478342LS‐1 4704658E 9500L HPSV 35 COLLINS DR E/S 472' N/O HEARON DR‐118.84163052434.3019296217 CONCRETE 2/16/2008 31 100 UG 2008 Y12251548 2068678679581478342LS‐1 4705887E 5800L HPSV 35 14495 CAMBRIDGE‐118.858853729 34.3002289333 CONCRETE 4/1/1988 25 70 UG 1988 Y12251545 2068675560671478342LS‐1 4705895E 5800L HPSV 35 ELK RUN LOOP E/S, 227' S/O GOTTOES WY‐118.868464397 34.2992153133 CONCRETE 3/24/2007 26 70 UG 2007 Y12131533 2068677769681478342LS‐1 4724785E 16000L HPSV 35 COUNTRY HILL E/S, N/O MOUNTAIN TRAIL 590'‐118.904795580 34.2664709797 CONCRETE 3/31/2009 29 150 UG 2009 Y12131533 2068677821251478342LS‐1 4724789E 16000L HPSV 35 W/S MOUNTAIN TRAIL 80' N/O AMBERRIDGE CT‐118.906525336 34.2642510893 CONCRETE 6/18/2009 29 150 UG 2009 Y12131548 2068679695961478342LS‐1 4733016E 9500L HPSV 35 TIERRA REJADA RD 90' W/O SUNSET VALLEY RD‐118.855441992 34.2640258054 CONCRETE 7/17/2009 31 100 UG 2009 Y12151533 2068677069521478342LS‐1 4733030E 9500L HPSV 35 TIERRA REJADA CNTR 200' W/O MTN TRAIL‐118.89803228234.2684872920 CONCRETE 1/21/2008 31 100 UG 2008 Y12191539 2068658903511478342LS‐1 4733759E 5800L HPSV 35 BARD ST A/W 185' S/O FIRST ST‐118.879988844 34.2837067990 WOOD 4/20/2011 45 70 OH 2011 N12191539 2068680156061478342LS‐1 4743218E 5800L HPSV 35 161 2ND ST MOORPARK CA 93021‐118.880858099 34.2832242396 CONCRETE 7/23/2014 25 70 UG 2014 Y12191539 2068680156071478342LS‐1 4743219E 5800L HPSV 35 161 2ND ST MOORPARK CA 93021‐118.880231947 34.2832360014 CONCRETE 7/23/2014 25 70 UG 2014 Y12191539 2068680156081478342LS‐1 4743220E 5800L HPSV 35 161 2ND ST MOORPARK CA 93021‐118.879743937 34.2832372054 CONCRETE 7/23/2014 25 70 UG 2014 Y12191539 2068677660101478342LS‐1 4743255E 22000L HPSV 35 LOS ANGELES AVE S/O 80' PARK LN E/0 120'‐118.885191918 34.2789822974 CONCRETE 7/3/2008 31 200 UG 2008 Y12191539 2068677660091478342LS‐1 4743256E 22000L HPSV 35 LOS ANGELES AVE S/O 80' PARK LN E/O 362'‐118.88439642334.2789956081 CONCRETE 7/11/2008 31 200 UG 2008 Y12191533 2068677913061478342LS‐1 4743286E 22000L HPSV 35 LOS ANGELES AVE S/S 650' W/O BELTRAMO RANCH RD‐118.899437854 34.2789196191 CONCRETE 7/17/2009 25 200 UG 2009 Y12191545 2068668839101478342LS‐1 4743288E 9500L HPSV 35 SCIENCE DR. N/S, 2000' N/O L.A. AVE.‐118.866842332 34.2835722223 CONCRETE 7/27/2009 25 100 UG 2009 Y12151530 2068678003251478342LS‐1 4743916E 16000L HPSV 35 COUNTRY WOOD DR W/S AT N/COR WOODHILL‐118.910559446 34.2669692385 CONCRETE 7/12/2009 29 150 UG 2009 Y12131539 2068678003491478342LS‐1 4743918E 5800L HPSV 35 E/S WALNUT CREEK RD 300' N/O CRYSTAL RANCH RD‐118.887106075 34.2657596154 CONCRETE 9/19/2009 25 70 UG 2009 Y12251542 2068678003191478342LS‐1 4744420E 5800L HPSV 35 ELK RUN LOOP S/S, 476' E/O TIMBER HOLLOW AV‐118.87014689234.2966147104 CONCRETE 9/24/2008 26 70 UG 2008 Y12171545 2068677141351478342LS‐1 4744783E 9500L HPSV 35 MILLER PKWY C/MEDIAN,1640'S/O LOS ANGELES AVE‐118.867205689 34.2757084549 CONCRETE 2/12/2008 31 100 UG 2008 Y12151539 2068677173091478342LS‐1 4744825E 5800L HPSV 35 N/S OF PEACHHILL RD 290' W/O BELLA VISTA‐118.878481554 34.2715580195 CONCRETE 4/5/2008 25 70 UG 2008 Y12211539 2068664159171478342LS‐1 476160H 5800L HPSV 35 MOORPARK AVE E/S 149' N/O CHARLES ST.‐118.882433445 34.2873751244 WOOD 1/1/1953 40 70 OH 1957 N12271545 2068679830451478342LS‐1 4785469E 16000L HPSV 35 XSTRT RIDGECREST DRIVE/ELK RUN LOOP MOORPARK CA 93021‐118.867092361 34.3033801442 CONCRETE 3/13/2014 31 150 UG 2014 Y237
12211539 2068658903461478342LS‐1 535485E 5800L HPSV 35 EVERETT ST N/S 80' E/O WALNUT DR‐118.880918569 34.2877282672 WOOD 12/3/2013 45 70 OH 2013 N12191539 2068658902991478342LS‐1 539234H 5800L HPSV 35 3RD ST A/N S/S 300' E/O AE/O MOORPARK AV‐118.880642176 34.2826542111 WOOD 1/1/1951 45 70 OH 1957 N12191539 2068672727101478342LS‐1 539235H 5800L HPSV 35 3RD ST A/N S/S 430' E/O AE/O MOORPARK AV‐118.880139502 34.2826585273 WOOD 1/1/1951 45 70 OH 1957 N12231539 2068658895011478342LS‐1 715298H 5800L HPSV 35 WALNUT CYN RD E/S 2466' N/O EVERETT ST‐118.879546589 34.2942605098 WOOD 1/1/1960 45 70 OH 1960 N12211542 2068658903481478342LS‐1 728435E 5800L HPSV 35 VALLEY RD W/S 140' N/O INTERS O MAGNOLIA AVE AND‐118.878388411 34.2880952512 WOOD 1/1/1948 50 70 OH 1957 N12211539 2068658903491478342LS‐1794121E 5800L HPSV 35 EVERETT ST N/S 420' E/O WALNUT ST‐118.879495256 34.2877487192 WOOD 1/1/1949 50 70 OH 1957 N12191539 2068658902681478342LS‐1 803828E 5800L HPSV 35 FLORY W/S, 320' S/O 3RD ST‐118.880925918 34.2812245697 WOOD 9/1/1978 UNKNOWN 70 OH 1978 Y12191539 2068658902691478342LS‐1 803829E 5800L HPSV 35 FLORY AVE W/S 145' S/O THIRD ST‐118.880962369 34.2816842743 WOOD 1/1/1950 40 70 OH 1957 Y12191539 2068658906791478342LS‐1 859218E 5800L HPSV 35 2ND ST A/N 200' E/O AE/O MOORPARK AVE‐118.881062299 34.2837165496 WOOD 1/25/1951 50 70 OH 1957 N12211539 2068658912621478342LS‐1 877549E 16000L HPSV 35 WICKS RD M/S 265 E/O WALNUT CYN RD‐118.882755300 34.2889239846 WOOD 1/1/1952 45 150 OH 1957 N12191539 2068658902701478342LS‐1 877821E 5800L HPSV 35 3RD ST N/E COR/O AA 160 E/O MOORPARK AVE MOORPARK‐118.88170732634.2821408650 WOOD 1/1/1952 50 70 OH 1957 N12211539 2068658912631478342LS‐1 909454E 16000L HPSV 35 WICKS RD S‐S 602' E/O WALNUT CYN RD‐118.881912380 34.2888826567 WOOD 1/1/1952 30 150 OH 1957 N12191539 2068665639191478342LS‐1 909664E 5800L HPSV 35 3RD ST‐118.880453484 34.2821113396 WOOD 1/1/1952 40 70 OH 1957 N12211539 2068658903521478342LS‐1 929281E 5800L HPSV 35 N/W CNR CHARLES ST MAGNOLIA ST‐118.878507778 34.2867690068 WOOD 3/8/1952 75 70 OH 1957 N12211539 2068664395831478342LS‐1 946118E 9500L HPSV 35 MCFADDEN AVE P/P W 115' 1 S/O POINDEXTER RD‐118.883664281 34.2843964037 WOOD 1/1/1952 45 100 OH 1957 Y12131530 2068658913101478342LS‐1 CONV191930 16000L HPSV 35 MOUNTAIN TRIAL E/S, 180' S/O WOODHILL DR‐118.910589616 34.2663996183 CONCRETE 4/1/1988 UNKNOWN 150 UG 1988 Y12151542 2068664096641478342LS‐1 CONV583784 9500L HPSV 35 SPRING RD W/S, 540' S/O PEACH HILL RD‐118.86836520834.2703152903 CONCRETE 4/1/1988 UNKNOWN 100 UG 1988 Y12171542 2068664149501478342LS‐1 CONV584388 9500L HPSV 35 NW LOS ANGELES AV(HWY 118) S/S, 440' E/O SPRING RD‐118.873467092 34.2789938979 CONCRETE 4/1/1988 UNKNOWN 100 UG 1988 Y12251545 2068658904811478342LS‐1 2137156E 5800L HPSV 35 AUBURN ST W/S 380' N/O C/L PURDUE ST‐118.859703523 34.2990517524 Additional Fixtures 1/1/1977 25 70 UG 1977 Y12251554 2068679323871478342LS‐1 2214459E 9500L HPSV 35 FENMORE ST S/S 225 E/O DELFEN ST MOORPARK‐118.837682204 34.2966785097 Additional Fixtures 1/1/1980 25 100 UG 1980 Y12111542 2068674710051478342LS‐1 2240196E 9500L HPSV 35 TIERRA REJADA 215'E/O SOUTH HAMPTON‐118.867697816 34.2620491762 Additional Fixtures 11/5/1986 25 100 UG 1986 Y12111542 2068674710101478342LS‐1 2240197E 9500L HPSV 35 TIERRA REJADA 25' W/O SOUTH HAMPTON‐118.86860947234.2619651744 Additional Fixtures 11/5/1986 25 100 UG 1986 Y12111542 2068674710121478342LS‐1 2240198E 9500L HPSV 35 TIERRA REJADA 275' W/O SOUTH HAMPTON‐118.869798587 34.2618589520 Additional Fixtures 11/5/1986 25 100 UG 1986 Y12111542 2068674710211478342LS‐1 2240199E 9500L HPSV 35 TIERRA REJADA 525' W/O SOUTH HAMPTON‐118.870930722 34.2617721493 Additional Fixtures 11/5/1986 25 100 UG 1986 Y12111542 2068674710191478342LS‐1 2240201E 9500L HPSV 35 TIERRA REJADA 650' W/O SOUTH HAMPTON‐118.871496460 34.2617407092 Additional Fixtures 11/5/1986 25 100 UG 1986 Y12111542 2068658907971478342LS‐1 2240202E 9500L HPSV 35 TIERRA REJADA 400' W/O SOUTH HAMPTON‐118.870328585 34.2618095361 Additional Fixtures 11/5/1986 25 100 UG 1986 Y12111542 2068674710141478342LS‐1 2240203E 9500L HPSV 35 TIERRA REJADA 240' W/O SOUTH HAMPTON‐118.869174638 34.2619126403 Additional Fixtures 11/5/1986 25 100 UG 1986 Y12111542 2068674710151478342LS‐1 2240204E 9500L HPSV 35 TIERRA REJADA 25' E/O SOUTH HAMPTON‐118.86842413434.2619834840 Additional Fixtures 11/5/1986 25 100 UG 1986 Y12111545 2068674710161478342LS‐1 2240205E 9500L HPSV 35 TIERRA REJADA 275' E/O SOUTH HAMPTON‐118.866966896 34.2621474950 Additional Fixtures 11/5/1986 25 100 UG 1986 Y12171533 2068679958181478342LS‐1 2279857E 9500L HPSV 35 HARVESTER ST. S/S, 160' E/O TIERRA REJADA‐118.900403880 34.2757397060 Additional Fixtures 11/1/1984 25 100 UG 1984 Y12171533 2068679958191478342LS‐1 2279858E 9500L HPSV 35 HARVESTER ST. S/S, X‐ST FROM JUSTIN CT.‐118.899535158 34.2757592495 Additional Fixtures 11/1/1984 25 100 UG 1984 Y12171533 2068679958201478342LS‐1 2279861E 9500L HPSV 35 HARVESTER ST. S/S, 100' W/O ELDERBERRY AVE.‐118.898861544 34.2757822936 Additional Fixtures 11/1/1984 25 100 UG 1984 Y12131539 2068658907471478342LS‐1 3007017E 9500L HPSV 35 TIERRA REJADA CNTR @ BROOKHURST‐118.883866414 34.2632326584 Additional Fixtures 9/9/1987 29 100 UG 1987 Y12131539 2068658907491478342LS‐1 3007018E 9500L HPSV 35 TIERRA REJADA RD CNTR 100' E/O BROOKHURST‐118.88342062634.2632226360 Additional Fixtures 9/9/1987 29 100 UG 1987 Y12131539 2068658907531478342LS‐1 3007020E 9500L HPSV 35 TIERRA REJADA CNTR 250' W/O PHEASANT RUN‐118.882182652 34.2632100055 Additional Fixtures 9/9/1987 29 100 UG 1987 Y12131539 2068658907551478342LS‐1 3007021E 9500L HPSV 35 TIERRA REJADA CNTR 30' W/O PHEASANT RUN‐118.881476303 34.2632089326 Additional Fixtures 9/9/1987 29 100 UG 1987 Y12131539 2068680186591478342LS‐1 3007022E 9500L HPSV 35 TIERRA REJADA CNTR 40' E/O PHEASANT RUN‐118.881219333 34.2632107441 Additional Fixtures 9/9/1987 29 100 UG 1987 Y12131539 2068658907681478342LS‐1 3007023E 9500L HPSV 35 TIERRA REJADA CNTR 200' E/O PHEASANT RUN‐118.880562892 34.2632066976 Additional Fixtures 10/7/1987 29 100 UG 1987 Y12111542 2068679154931478342LS‐1 4047102E 9500L HPSV 35 TIERRA REJADA C/L, 1620' E/O HIDDEN PINES‐118.87207199834.2617149768 Additional Fixtures 3/10/1988 29 100 UG 1988 Y12111542 2068658911541478342LS‐1 4047104E 9500L HPSV 35 TIERRA REJADA C/L, 1275 E/O HIDDEN PINES‐118.873282543 34.2617207630 Additional Fixtures 3/10/1988 29 100 UG 1988 Y12111542 2068658911581478342LS‐1 4047106E 9500L HPSV 35 TIERRA REJADA C/L 580' E/O HIDDEN PINES‐118.874508929 34.2620644787 Additional Fixtures 3/10/1988 29 100 UG 1988 Y12111542 2068658907761478342LS‐1 4047107E 9500L HPSV 35 TIERRA REJADA C/L 405' E/O HIDDEN PINES‐118.875108575 34.2622838548 Additional Fixtures 3/10/1988 29 100 UG 1988 Y12111542 2068658907781478342LS‐1 4047108E 9500L HPSV 35 TIERRA REJADA C/L 215' E/O HIDDEN PINES‐118.875688286 34.2625031983 Additional Fixtures 3/10/1988 29 100 UG 1988 Y12131542 2068658907821478342LS‐1 4047110E 9500L HPSV 35 TIERRA REJADA C/L 60' W/O HIDDEN PINES‐118.876436426 34.2627758471 Additional Fixtures3/10/1988 29 100 UG 1988 Y12131539 20686 5890784 1478342 LS‐1 4047112E 9500L HPSV 35 TIERRA REJADA C/L 360' W/O HIDDEN PINES‐118.877687560 34.2630634449 Additional Fixtures 3/10/1988 29 100 UG 1988 Y12131539 2068675196731478342LS‐1 4047551E 9500L HPSV 35 TIERRA REJADA CNTR 760' E/O WALNUT CREEK‐118.884451571 34.2632382632 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131539 2068658911241478342LS‐1 4047552E 9500L HPSV 35 TIERRA REJADA CNTR 585' E/O WALNUT CREEK‐118.885035782 34.2632715352 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131539 2068658911261478342LS‐1 4047553E 9500L HPSV 35 TIERRA REJADA RD CNTR 405' E/O WALNUT CREEK‐118.885625368 34.2633179718 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131539 2068678853361478342LS‐1 4047554E 9500L HPSV 35 TIERRA REJADA CNTR 230' E/O WALNUT CREEK‐118.886200224 34.2634048216 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068658911301478342LS‐1 4047557E 9500L HPSV 35 TIERRA REJADA CNTR 210' W/O WALNUT CREEK‐118.88758992134.2637365817 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068658911321478342LS‐1 4047558E 9500L HPSV 35 TIERRA REJADA CNTR 385' W/O WALNUT CREEK‐118.888087473 34.2640088481 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068658911341478342LS‐1 4047559E 9500L HPSV 35 TIERRA REJADA CNTR 460' W/O WALNUT CREEK‐118.888558779 34.2642855832 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068658911361478342LS‐1 4047560E 9500L HPSV 35 TIERRA REJADA CNTR 635' W/O WALNUT CREEK‐118.889051798 34.2646233468 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068658911381478342LS‐1 4047561E 9500L HPSV 35 TIERRA REJADA CNTR 810' W/O WALNUT CREEK‐118.889542291 34.2649618365 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068658911401478342LS‐1 4047562E 9500L HPSV 35 TIERRA REJADA CNTR 990' W/O WALNUT CREEK‐118.88996276634.2653034720 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068658911421478342LS‐1 4047563E 9500L HPSV 35 TIERRA REJADA CNTR 1160' W/O WALNUT CREEK‐118.890394943 34.2656591584 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068658911441478342LS‐1 4047564E 9500L HPSV 35 TIERRA REJADA CNTR 1345' W/O WALNUT CREEK‐118.890799575 34.2660382681 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068658911461478342LS‐1 4047565E 9500L HPSV 35 TIERRA REJADA CNTR 1515' W/O WALNUT CREEK‐118.891230975 34.2663944260 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068677567801478342LS‐1 4047566E 9500L HPSV 35 TIERRA REJADA CNTR, 560' E/O MOUNTAIN MEADOW‐118.891713729 34.2667466918 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068677567831478342LS‐1 4047567E 9500L HPSV 35 TIERRA REJADA C/M, 385' E/O MOUNTAIN MEADOW‐118.89221587334.2670432889 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12131536 2068679498111478342LS‐1 4047569E 9500L HPSV 35 TIERRA REJADA CNTR 100' E/O MOUNTAIN MEADOW‐118.893025705 34.2674256549 Additional Fixtures 4/23/2013 31 100 UG 2013 Y12151536 2068658908711478342LS‐1 4047570E 9500L HPSV 35 TIERRA REJADA CNTR 200' W/O MOUNTAIN MEADOW‐118.893979260 34.2676744900 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12151536 2068658908691478342LS‐1 4047571E 9500L HPSV 35 TIERRA REJADA CNTR 390' W/O MOUNTAIN MEADOW‐118.894590618 34.2678050394 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12151536 2068658908671478342LS‐1 4047572E 9500L HPSV 35 TIERRA REJADA CNTR 485' W/O MTN TRAIL‐118.895216368 34.2679063074 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12151536 2068658911771478342LS‐1 4047573E 9500L HPSV 35 TIERRA REJADA CNTR 400 E/O MTN TRAIL‐118.895954944 34.2680379615 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12151536 2068658908631478342LS‐14047574E 9500L HPSV 35 TIERRA REJADA CNTR 130'E/O MTN TRAIL‐118.896646818 34.2681540922 Additional Fixtures 10/6/1987 29 100 UG 1987 Y12151533 20686 5891183 1478342 LS‐1 4047577E 9500L HPSV 35 TIERRA REJADA CNTR 370' W/O MTN TRAIL‐118.898794390 34.2688598428 Additional Fixtures 2/17/1988 29 100 UG 1988 Y12151533 20686 5890896 1478342 LS‐1 4047581E 9500L HPSV 35 TIERRA REJADA CNTR 1030' W/O MTN TRAIL‐118.899762104 34.2696604941 Additional Fixtures 2/17/1988 29 100 UG 1988 Y12151533 20686 5890900 1478342 LS‐1 4047585E 9500L HPSV 35 TIERRA REJADA C/M, 250' N/O COUNTRYWOOD DR‐118.900774091 34.2716533160 Additional Fixtures 3/10/1988 29 100 UG 1988 Y12131539 20686 5890787 1478342 LS‐1 4125148E 9500L HPSV 35 TIERRA REJADA C/L 520' W/O HIDDEN PINES‐118.878360462 34.2631535597 Additional Fixtures 5/15/1991 29 100 UG 1991 Y12131542 20686 6522351 1478342 LS‐1 4198518E 9500L HPSV 35 TIERRA REJADA RD.C/L 225'W/O HIDDEN PINES‐118.87706527434.2629533220 Additional Fixtures 3/24/1997 29 100 UG 1997 Y12171545 2068668917901478342LS‐1 4216431E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 2092' S/O NEW LOS ANGELES AVE‐118.866084934 34.2750960094 Additional Fixtures 8/2/2001 31 100 UG 2001 Y12151533 2068680361601478342LS‐1 4244392E 9500L HPSV 35 TIERRA REJADA CNTR 1185' W/O MTN TRAIL‐118.900153251 34.2701078975 Additional Fixtures 3/9/2007 31 100 UG 2007 Y12111545 2068679462831478342LS‐1 4251151E 9500L HPSV 35 TIERRA REJADA RD. 525' W/O SPRING RD.‐118.866250857 34.2623547805 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12111545 2068658908031478342LS‐1 4251152E 9500L HPSV 35 TIERRA REJADA RD. 350' W/O SPRING RD.‐118.865564536 34.2625758581 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12111545 2068658908051478342LS‐1 4251153E 9500L HPSV 35 TIERRA REJADA RD.175' W/O SPRING RD.‐118.86489789234.2628234247 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131545 2068680858521478342LS‐1 4251154E 9500L HPSV 35 TIERRA REJADA RD. 200' E/O SPRING ST.‐118.863908484 34.2631726662 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131545 2068658908091478342LS‐1 4251155E 9500L HPSV 35 TIERRA REJADA RD. 370' E/O SPRING RD.‐118.863550016 34.2632768987 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131545 2068658908111478342LS‐1 4251156E 9500L HPSV 35 TIERRA REJADA RD. 550' E/O SPRING RD.‐118.863097110 34.2633869257 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131545 2068658908131478342LS‐1 4251157E 9500L HPSV 35 TIERRA REJADA RD. 360' W/O SCIENCE DR.‐118.862650536 34.2634383516 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131545 2068658908151478342LS‐1 4251158E 9500L HPSV 35 TIERRA REJADA RD 220' W/E SCIENCE DR.‐118.862143704 34.2634489133 Additional Fixtures 2/1/1994 29 100 UG 1994 Y238
12131545 2068658908171478342LS‐1 4251159E 9500L HPSV 35 TIERRA REJADA RD 75' W/O SCIENCE DR.‐118.861647098 34.2634360478 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131545 2068658908191478342LS‐1 4251160E 9500L HPSV 35 TIERRA REJADA RD 120' E/O SCIENCE DR.‐118.861190120 34.2634354765 Additional Fixtures 2/1/1994 29 100 OH 1994 Y12131545 2068658908211478342LS‐1 4251161E 9500L HPSV 35 TIERRA REJADA RD 290' E/O SCIENCE DR.‐118.860602536 34.2634468702 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131545 2068658908231478342LS‐1 4251162E 9500L HPSV 35 TIERRA REJADA RD 470' E/O SCIENCE DR‐118.860007543 34.2634413911 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131545 2068658908251478342LS‐1 4251163E 9500L HPSV 35 TIERRA REJADA RD 640' E/O SCIENCE DR.‐118.859478394 34.2634287767 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131545 2068658908271478342LS‐1 4251164E 9500L HPSV 35 TIERRA REJADA RD 970' W/O MOORPARK RD.‐118.85836336534.2634205946 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131545 2068658908291478342LS‐1 4251165E 9500L HPSV 35 TIERRA REJADA RD 790' W/O MOORPARK RD.‐118.857627422 34.2634304882 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131548 2068658908311478342LS‐1 4251166E 9500L HPSV 35 TIERRA REJADA RD 620' W/O MOORPARK RD.‐118.857101146 34.2635195490 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131548 2068679318541478342LS‐1 4251167E 9500L HPSV 35 C/L TIERRA REJADA RD 450' W/O MOORPARK RD.‐118.856549460 34.2636953074 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131548 2068658908351478342LS‐1 4251168E 9500L HPSV 35 TIERRA REJADA RD 270' W/O MOORPARK RD.‐118.855994891 34.2638565484 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131548 2068658908411478342LS‐1 4251171E 9500L HPSV 35 TIERRA REJADA RD S/S 350' E/O SUNSET VALLEY RD‐118.85424395034.2647098943 Additional Fixtures 2/1/1994 29 100 UG 1994 Y12131536 2068663539861478342LS‐1 4263821E 9500L HPSV 35 TIERRA REJADA CNTR 210' E/O MOUNTAIN MEADOW‐118.892699437 34.2672815855 Additional Fixtures 4/13/1995 29 100 UG 1995 Y12111542 2068679456411478342LS‐1 4297629E 9500L HPSV 35 TIERRA REJADA C/L 750' E/O HIDDEN PINES‐118.873907400 34.2618485844 Additional Fixtures 5/31/2013 31 100 UG 2013 Y12131545 2068667234251478342LS‐1 4324946E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 435 S/O PEACH HILL RD.‐118.863247656 34.2683612977 Additional Fixtures 4/28/1998 31 100 OH 1998 Y12131542 2068667818581478342LS‐1 4343266E 9500L HPSV 35 TIERRA REJADA 45' E/O HIDDEN PINES‐118.876230621 34.2627150116 Additional Fixtures 3/21/2000 31 100 UG 2000 Y12171542 2068666669421478342LS‐1 4343493E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 1045' S/O NEW LOS ANGELES AVE‐118.86835299434.2767481134 Additional Fixtures 11/23/1998 31 100 UG 1998 Y12171545 2068666669461478342LS‐1 4343495E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 1443' S/O NEW LOS ANGELES AVE‐118.867618953 34.2760234827 Additional Fixtures 11/23/1998 31 100 UG 1998 Y12171545 2068666669501478342LS‐1 4343497E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 1846' S/O NEW LOS ANGELES AVE‐118.866620379 34.2753600477 Additional Fixtures 11/23/1998 31 100 UG 1998 Y12171545 2068666669541478342LS‐1 4343499E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 2292' S/O NEW LOS ANGELES AVE‐118.865641340 34.2748642752 Additional Fixtures 11/23/1998 31 100 UG 1998 Y12171545 2068666669581478342LS‐1 4343581E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 2727' S/O NEW LOS ANGELES AVE‐118.864435565 34.2742625800 Additional Fixtures11/23/1998 31 100 UG 1998 Y12151545 20686 6723427 1478342 LS‐1 4343582E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 2840' S/O NEW LOS ANGELES AVE‐118.864005139 34.2738192284 Additional Fixtures 8/24/1998 31 100 UG 1998 Y12151545 2068667234291478342LS‐1 4343583E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 3020' S/O NEW LOS ANGELES AVE‐118.863721713 34.2733602212 Additional Fixtures 8/24/1998 31 100 UG 1998 Y12151545 2068667234311478342LS‐1 4343584E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 3190' S/O NEW LOS ANGELES AVE‐118.863601080 34.2724896546 Additional Fixtures 8/24/1998 31 100 UG 1998 Y12151545 2068667234331478342LS‐1 4343585E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 950' N/O PEACH HILL RD‐118.863667774 34.2720078924 Additional Fixtures 8/24/1998 31 100 UG 1998 Y12151545 2068667234351478342LS‐1 4343586E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 710' N/O PEACH HILL RD‐118.86380415634.2713322185 Additional Fixtures 8/24/1998 31 100 OH 1998 Y12151545 2068667234371478342LS‐1 4343587E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 530' N/O PEACH HILL RD‐118.863935743 34.2709560223 Additional Fixtures 8/24/1998 31 100 UG 1998 Y12151545 2068667234391478342LS‐1 4343588E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 330' N/O PEACH HILL RD‐118.864023129 34.2703710793 Additional Fixtures 4/28/1998 31 100 UG 1998 Y12151545 2068667234411478342LS‐1 4343589E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 110' N/O PEACH HILL RD‐118.863937287 34.2697762610 Additional Fixtures 4/28/1998 31 100 UG 1998 Y12151545 2068667234451478342LS‐1 4343591E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 235' S/O PEACH HILL RD‐118.863536462 34.2688802684 Additional Fixtures 4/28/1998 31 100 UG 1998 Y12131545 2068667234471478342LS‐1 4343593E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 665' S/O PEACH HILL RD‐118.86289293834.2678205107 Additional Fixtures 4/28/1998 31 100 UG 1998 Y12131545 2068667234491478342LS‐1 4343594E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 891' S/O PEACH HILL RD‐118.862720765 34.2673482143 Additional Fixtures 4/28/1998 31 100 UG 1998 Y12131545 2068667234511478342LS‐1 4343595E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 1137' S/O PEACH HILL RD‐118.862638178 34.2669062126 Additional Fixtures 4/28/1998 31 100 UG 1998 Y12131545 2068667234531478342LS‐1 4343596E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 850' N/O TIERRA REJADA RD‐118.862658284 34.2664597174 Additional Fixtures 4/28/1998 31 100 UG 1998 Y12131545 2068679834101478342LS‐1 4343597E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 600' N/O TIERRA REJADA RD‐118.862636009 34.2661004805 Additional Fixtures 4/28/1998 31 100 OH 1998 Y12131545 2068667234591478342LS‐14343599E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 215' N/O TIERRA REJADA RD‐118.862214323 34.2652941320 Additional Fixtures 4/28/1998 31 100 OH 1998 Y12131545 20686 6723461 1478342 LS‐1 4343600E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 25' N/O TIERRA REJADA RD‐118.861567831 34.2635594245 Additional Fixtures 4/28/1998 31 100 OH 1998 Y12111542 20686 7150023 1478342 LS‐1 4348748E 9500L HPSV 35 TIERRA REJADA C/L, 920' E/O HIDDEN PINES‐118.872682733 34.2617121560 Additional Fixtures 4/29/2004 31 100 UG 2004 Y12131545 2068666293941478342LS‐1 4376951E 9500L HPSV 35 SCIENCE DR C/MEDIAN375N/O TIERRA REJADA‐118.862416909 34.2656421501 Additional Fixtures 10/6/1998 31 100 OH 1998 Y12131539 2068668557531478342LS‐1 4379292E 5800L HPSV 35 PHEASANT RUN @ VIEW MESA‐118.881264492 34.2636082696 Additional Fixtures 2/23/2001 31 70 UG 2001 Y12171545 2068677089741478342LS‐1 4415258E 9500L HPSV 35 SCIENCE DR C/MEDIAN, 2505' S/O NEW LOS ANGELES AVE‐118.86510857834.2746175581 Additional Fixtures 2/3/2003 31 100 UG 2003 Y12171542 2068670496951478342LS‐1 4415656E 9500L HPSV 35 MILLER PARKWAY C/MEDIAN,1243' S/O NEW L.A.AVE.‐118.868016420 34.2763726284 Additional Fixtures 3/16/2003 31 100 UG 2003 Y12131539 2068668907521478342LS‐1 4417116E 9500L HPSV 35 TIERRA REJADA CNTR 400' E/O PHEASANT RUN‐118.879797369 34.2632051843 Additional Fixtures 8/1/2001 31 100 UG 2001 Y12131539 2068673079551478342LS‐1 4554808E 9500L HPSV 35 TIERRA REJADA CNTR 250' E/O BROOKHURST‐118.882830645 34.2632215758 Additional Fixtures 12/11/2004 31 100 UG 2004 Y12131548 2068671380721478342LS‐1 4554860E 9500L HPSV 35 TIERRA REJADA RD 75'E/O SUNSET VALLEY RD‐118.854956672 34.2642412396 Additional Fixtures 3/25/2004 31 100 UG 2004 Y12211542 2068676606561478342LS‐1 4578177E 16000L HPSV 35 SPRING RD CENTER, 594' N/O CHARLES ST‐118.875128460 34.2883234258 Additional Fixtures7/16/2007 31 150 UG 2007 Y12211542 20686 7660658 1478342 LS‐1 4578178E 16000L HPSV 35 SPRING RD CENTER, 394' N/O CHARLES ST‐118.875187887 34.2877765442 Additional Fixtures 7/16/2007 31 150 UG 2007 Y12271542 2068675569411478342LS‐1 4643726E 16000L HPSV 35 CENTER OF SPRING RD, 220' E/O WALNUT CYN RD C/L‐118.877295508 34.3018321369 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12271542 2068675569431478342LS‐1 4643727E 16000L HPSV 35 CENTER OF SPRING RD, 420' E/O WALNUT CYN RD C/L‐118.876577738 34.3017230966 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12271542 2068675569451478342LS‐1 4643728E 16000L HPSV 35 CENTER OF SPRING RD, 620' E/O WALNUT CYN RD C/L‐118.875964488 34.3015152923 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12271542 2068675569471478342LS‐1 4643729E 16000L HPSV 35 CENTER OF SPRING RD, 820' E/O WALNUT CYN RD C/L‐118.87540753034.3012337754 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12251542 2068675569491478342LS‐1 4643730E 16000L HPSV 35 CENTER OF SPRING RD, 1020' E/O WALNUT CYN RD C/L‐118.874939184 34.3008425256 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12251542 2068675569551478342LS‐1 4643735E 16000L HPSV 35 CENTER OF SPRING RD, 220' S/O RIDGECREST AVE C/L‐118.874148012 34.2992403802 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12251542 2068675569571478342LS‐1 4643736E 16000L HPSV 35 CENTER OF SPRING RD, 440' S/O RIDGECREST AVE C/L‐118.874175948 34.2986917365 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12251542 2068675569591478342LS‐1 4643737E 16000L HPSV 35 CENTER OF SPRING RD, 655' S/O RIDGECREST AVE C/L‐118.87420484934.2981073869 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12251542 2068675569631478342LS‐1 4643741E 16000L HPSV 35 CENTER OF SPRING RD, 210' S/O ELK RUN WAY C/L‐118.873983322 34.2963102227 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12251542 2068675569651478342LS‐1 4643742E 16000L HPSV 35 CENTER OF SPRING RD, 410' S/O ELK RUN WAY C/L‐118.873809456 34.2957779909 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12231542 2068675569671478342LS‐1 4643743E 16000L HPSV 35 CENTER OF SPRING RD, 610' S/O ELK RUN WAY C/L‐118.873620977 34.2952523543 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12231542 2068675569691478342LS‐1 4643744E 16000L HPSV 35 CENTER OF SPRING RD, 810' S/O ELK RUN WAY C/L‐118.87347469534.2947180032 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12231542 2068675569711478342LS‐1 4643745E 16000L HPSV 35 CENTER OF SPRING RD, 1010' S/O ELK RUN WAY C/L‐118.873368891 34.2941798912 Additional Fixtures 7/26/2006 31 150 UG 2006 Y12231542 2068676588481478342LS‐1 4653940E 16000L HPSV 35 CENTER OF SPRING RD,2600'N/O CHARLES ST‐118.873391436 34.2936258095 Additional Fixtures 8/15/2007 31 150 UG 2007 Y12231542 2068676588501478342LS‐1 4653941E 16000L HPSV 35 CENTER OF SPRING RD, 2400' N/O CHARLES ST C/L‐118.873530563 34.2930932818 Additional Fixtures 8/15/2007 31 150 UG 2007 Y12231542 2068676588521478342LS‐1 4653942E 16000L HPSV 35 CENTER OF SPRING RD, 2200' N/O CHARLES ST C/L‐118.873710415 34.2925654433 Additional Fixtures 8/15/2007 31 150 UG 2007 Y12231542 2068676588541478342LS‐14653943E 16000L HPSV 35 CENTER OF SPRING RD, 2000' N/O CHARLES ST C/L‐118.873890713 34.2920382912 Additional Fixtures 8/15/2007 31 150 UG 2007 Y12231542 2068676588561478342LS‐1 4653944E 16000L HPSV 35 CENTER OF SPRING RD, 1800' N/O CHARLES ST C/L‐118.874071574 34.2915111297 Additional Fixtures 8/15/2007 31 150 UG 2007 Y12231542 2068676588581478342LS‐1 4653945E 16000L HPSV 35 CENTER OF SPRING RD, 1600' N/O CHARLES ST C/L‐118.874250319 34.2909837744 Additional Fixtures 8/15/2007 31 150 UG 2007 Y12231542 2068676588601478342LS‐1 4653946E 16000L HPSV 35 CENTER OF SPRING RD, 1400' N/O CHARLES ST C/L‐118.874431921 34.2904557435 Additional Fixtures 8/15/2007 31 150 UG 2007 Y12211542 2068676588621478342LS‐1 4653947E 16000L HPSV 35 CENTER OF SPRING RD, 1200' N/O CHARLES ST C/L‐118.87461172334.2899303221 Additional Fixtures 8/15/2007 31 150 UG 2007 Y12211542 2068676588641478342LS‐1 4653948E 16000L HPSV 35 CENTER OF SPRING RD, 1000' N/O CHARLES ST C/L‐118.874792213 34.2894026223 Additional Fixtures 8/15/2007 31 150 UG 2007 Y12211542 2068676588661478342LS‐1 4653949E 16000L HPSV 35 CENTER OF SPRING RD, 800' N/O CHARLES ST C/L‐118.874973008 34.2888747505 Additional Fixtures 8/15/2007 31 150 UG 2007 Y12131548 2068679695971478342LS‐1 4733016E 9500L HPSV 35 TIERRA REJADA RD 90' W/O SUNSET VALLEY RD‐118.855441992 34.2640258054 Additional Fixtures 7/17/2009 31 100 UG 2009 Y12151533 2068677831161478342LS‐1 4733030E 9500L HPSV 35 TIERRA REJADA CNTR 200' W/O MTN TRAIL‐118.898032282 34.2684872920 Additional Fixtures 1/21/2008 31 100 UG 2008 Y12171545 2068677141361478342LS‐1 4744783E 9500L HPSV 35 MILLER PKWY C/MEDIAN,1640'S/O LOS ANGELES AVE‐118.86720568934.2757084549 Additional Fixtures 2/12/2008 31 100 UG 2008 Y239
APPENDIX F
DOCUMENTS CHECKLIST
PROPOSAL # P&R 2018-02
Streetlight Turnkey Services
In addition to the items requested for the proposal the following documents are required
to be completed and submitted by the proposer.
DO NOT send more information than is requested. DO send the REQUESTED
information.
All required proposal and bid forms filled out completely and accurately
Any addendum– signed and acknowledged
Completed Reference Pages
Required certificates/licenses (see Statement of Work and Format)
All items requested in the Scope of Work
240
RESOLUTION NO. 2018-____
A RESOLUTION OF CITY COUNCIL OF THE CITY OF
MOORPARK, CALIFORNIA, AMENDING THE FISCAL YEAR
2018/19 BUDGET BY TRANSFERRING $2,032,817 FROM
SPECIAL PROJECT FUND (3004) TO THE GENERAL FUND
(1000) AND APPROPRIATING $2,032,817 FROM THE
GENERAL FUND (1000) FOR THE PURCHASE AND RETROFIT
OF STREETLIGHTS IN THE CITY OF MOORPARK (PROJECT
NO. C0050)
WHEREAS, on July 26, 2017 City Council approved staff recommendation to
enter into a Purchase and Sale Agreement for the acquisition of the streetlight system in
the City and Light Pole License Agreement to continue wireless data system operations
with Southern California Edison. The purchase is subject to the approval of the
California Public Utility Commission; and
WHEREAS, on November 1, 2017 City Council adopted Resolution No. 2017-
3643 appropriating $50,000 from the General Fund (1000) for financial advisory and
legal services needed for the acquisition of the streetlight system; and
WHEREAS, on June 20, 2018 the City Council adopted the Operating and
Capital Improvement Projects budget for Fiscal Year (FY) 2018/19; and
WHEREAS, on August 5, 2018 the California Public Utility Commission approved
the City’s bid to acquire streetlight system. Subsequently, on September 5, 2018 City
Council approved the Request for Proposal for turnkey streetlight acquisition retrofit,
and maintenance services; and
WHEREAS, a staff report has been presented to the City Council recommending
to award the contract to Siemens Mobility, Inc. and requesting funding for streetlight
purchase of $1,306,195 and streetlight retrofit costs of $726,622 for a total cost of
$2,032,817; and
WHEREAS, a transfer of $2,032,817 from Special Projects Fund (3004) to the
General Fund (1000) and a budget appropriation of $2,032,817 from the General Fund
(1000) to the SCE Streetlight Acquisition Project (C0050) is requested to complete this
work; and
WHEREAS, Exhibit “A”, attached hereto and made a part hereof, describes said
budget amendment and the resultant impact to the budget line items.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MOORPARK
DOES HEREBY RESOLVE AS FOLLOWS:
Attachment 2
241
Resolution No. 2018-______
Page 2
SECTION 1. A budget amendment and the fund transfer of $2,032,817 from
Special Projects Fund (3004) to the General Fund (1000) to finance the SCE Streetlight
Acquisition Project (C0050), as more particularly described in Exhibit “A”, attached
hereto, is hereby approved.
SECTION 2. A $2,032,817 budget appropriation from the General Fund (1000) to
SCE Streetlight Acquisition Project (C0050), as more particularly described in Exhibit
“A”, attached hereto, is hereby approved.
SECTION 3. The City Clerk shall certify to the adoption of this resolution and
shall cause a certified resolution to be filed in the book of original resolutions.
PASSED AND ADOPTED this 7th day of November, 2018.
Janice S. Parvin, Mayor
ATTEST:
Maureen Benson, City Clerk
Exhibit A – Budget Amendment
242
Resolution No. 2018-______
Page 3
FUND BALANCE ALLOCATION:
Fund-Account Number Amount
SPECIAL PROJECTS FUND 3004-000-00000-33990 2,032,817.00$
GENERAL FUND 1000-000-00000-33990 -$
Total 2,032,817.00$
REVENUE BUDGET ALLOCATION
Account Number Current Budget Revision Amended Budget
1000-000-00000-49010 -$ 2,032,817.00$ 2,032,817.00$
Total -$ 2,032,817.00$ 2,032,817.00$
EXPENDITURE APPROPRIATION:
Account Number Current Budget Revision Amended Budget
3004-000-00000-59010 -$ 2,032,817.00$ 2,032,817.00$
1000-312-C0050-55200 -$ 2,032,817.00$ 2,032,817.00$
Total -$ 4,065,634.00$ 4,065,634.00$
Fund Title
EXHIBIT A
BUDGET AMENDMENT FOR
SPECIAL PROJECTS FUND (3004) AND THE GENERAL FUND (1000)
FOR PURCHASE AND RETROFIT OF
STREETLIGHTING SYSTEM IN THE CITY OF MOORPARK
FISCAL YEAR 2018/19
243