HomeMy WebLinkAboutAGENDA REPORT 2021 1103 CCSA REG ITEM 10LCITY OF MOORPARK, CALIFORNIA
City Council Meeting
of November 3, 2021
ACTION APPROVED STAFF
RECOMMENDATIONS, INCLUDING
ADOPTION OF RESOLUTION 2021-
4052.
BY K. Spangler.
L. Consider Plans and Specifications for Arroyo Vista Recreation Center (AVRC) Gas
Line and Heating, Ventilation and Cooling (HVAC) Replacement, Award of
Agreement to Bon Air Incorporated for the AVRC Gas Line and HVAC
Replacement Project, and Resolution Amending the Budget for Fiscal Year (FY)
2021/22 Appropriating $253,050 from the Equipment Replacement Fund (3003) to
the Arroyo Vista Recreation Center HVAC Replacement Project (M0024). Staff
Recommendation: 1) Approve plans and specifications for AVRC Gas Line and
HVAC Replacement Project (M0024); 2) Award contract to Bon Air Incorporated
for $342,000, plus a contingency of $51,300, for a total contract amount of
$393,300 and authorize execution of the Agreement by the City Manager, subject
to final language approval by the City Manager; and 3) Adopt Resolution No. 2021-
4052 amending the FY 2021/22 budget to fund the AVRC Gas Line and HVAC
Replacement Project (M0024). (ROLL CALL VOTE REQUIRED) (Staff: Jeremy
Laurentowski, Parks and Recreation Director)
Item: 10.L.
MOORPARK CITY COUNCIL
AGENDA REPORT
TO: Honorable City Council
FROM: Jeremy Laurentowski, Parks and Recreation Director
BY: Chris Ball, Senior Management Analyst
DATE: 11/03/2021 Regular Meeting
SUBJECT: Consider Plans and Specifications for Arroyo Vista Recreation
Center (AVRC) Gas Line and Heating, Ventilation and Cooling (HVAC)
Replacement, Award of Agreement to Bon Air Incorporated for the
AVRC Gas Line and HVAC Replacement Project, and Resolution
Amending the Budget for Fiscal Year (FY) 2021/22 Appropriating
$253,050 from the Equipment Replacement Fund (3003) to the Arroyo
Vista Recreation Center HVAC Replacement Project (M0024)
SUMMARY
Staff is recommending that City Council approve the AVRC Gas Line and HVAC
Replacement plans and specifications and an Agreement with Bon Air Incorporated
(Bon Air) in the amount of $393,300 for the replacement and installation of gas line and
HVAC systems at AVRC, as well as a resolution allocating the necessary additional
funding from the Equipment Replacement Fund (3003) for the project.
BACKGROUND
In 2019, a leak was detected in the gas line serving the AVRC gym. The gas line
extends approximately 400 feet from the north side of AVRC to the south side of the
gym, running directly underneath both buildings. The inaccessibility of the gas line
makes it virtually impossible to repair without a complete replacement. Additionally, the
HVAC units that serve the gym and the Recreation Center are the original equipment
installed in 1993, require frequent repairs, and are in need of replacement. In June of
2019, the City Council approved an Agreement with Budlong & Associates, Inc. for
design services for the replacement of the gas line and HVAC units. Plans and
specifications for the project were completed in May of 2020. On June 16, 2021, the
City Council approved the Five-Year Capital Improvement Program (CIP) for Fiscal
Year (FY) 2021/22-2025/26, which included the AVRC HVAC Replacement Project
(Project M0024) along with a total of $195,000 to fund the construction costs.
Item: 10.L.
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DISCUSSION
The project includes the replacement of four HVAC units serving the offices, activity
rooms, and gym at AVRC, which promises both operational and environmental benefits
for the facility. The new HVAC units specified in the project plans and specifications are
significantly more energy efficient, with Integrated Energy Efficiency Ratios (IEER)
between 58% and 69% higher than the existing units, depending on the specific HVAC
unit. The IEER is an industry measure of the actual efficiency of HVAC equipment at
normal operating load levels. Simply put, the new HVAC system will be over 58% more
energy efficient than the current system. This improved energy efficiency is estimated
to result in energy savings of approximately $9,400 annually. Additionally, the HVAC
specifications include filters with a Minimum Efficiency Reporting Value rating of 13
(MERV 13). The MERV rating is a standardized rating scale established by the
American Society of Heating, Refrigerating and Air-Conditioning Engineers (ASHRAE)
that ascribes numerical rating values between 1 and 16 to HVAC filters, with larger
numbers corresponding to higher filter efficiency and better particle filtration. ASHRAE
recommends MERV 13 or higher filters for commercial settings because they provide
superior filtration and are at least 85% efficient at capturing particles in the 1 micrometer
(µm) to 3 µm size range, including human-generated respiratory droplets that can serve
as an airborne vehicle for the COVID-19 virus. The new HVAC units have an expected
life of up to 20 years (with proper maintenance) and come with a standard warranty of
five-years on the condenser and heat exchanger, and one-year on parts.
A formal bid for the project was released on September 14, 2021. A mandatory site visit
was held on September 22, 2021, to allow bidders to tour the facility. Four bids were
received before the submittal deadline of October 7, 2021. The bid results were as
follows:
Bidder Bid Amount Note
Simco Mechanical Inc. $249,200 Bid Withdrawn
Bon Air Incorporated $342,000
Smith Mechanical-Electrical-Plumbing $363,560
AC Pros, Inc. $381,830
The initial low bidder, Simco Mechanical Inc., withdrew their bid following the bid
opening, citing a clerical error in their bid calculation. As a result, the apparent low
bidder is Bon Air with a bid price of $342,000. The bids were evaluated on
completeness and cost. Staff feels that Bon Air possesses the necessary qualifications
and experience to perform the work.
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It is anticipated that the project will be conducted in two phases, with the gas line
replacement occurring during the winter of 2021, and the HVAC replacement occurring
in the spring of 2022. This schedule will allow work on the gas line to be conducted
during the relatively quiet period at AVRC before the holidays. The later HVAC
replacement is necessary to accommodate an industry-wide HVAC supply shortage that
has created a significant backlog of HVAC equipment orders, delaying deliveries by
several months. Once the new HVAC units are delivered to AVRC, the Contractor will
have 20 working days to complete the project.
Replacement of the HVAC units will also necessitate an update to the existing fire alarm
system. The City’s fire alarm service provider, Bay Alarm Company (Bay Alarm), has
evaluated the plans and specifications and determined that the existing fire panel,
modules, switches and related equipment are not compatible with the new HVAC units.
Bay Alarm has provided an estimate of $11,000 for the requisite fire alarm system
upgrades.
FISCAL IMPACT
The Bon Air contract price includes $35,000 for gas line replacement and $307,000 for
HVAC replacement for a total base price of $342,000. Staff is requesting a fifteen
percent (15%) contingency in the amount of $51,300 ($5,250 for gas line replacement
and $46,050 for HVAC replacement) to cover unforeseen expenses, which would bring
the total contract cost to $393,300. As noted above, the alarm upgrades add an
additional $11,000 to the project costs, bringing the total construction costs to $404,300
(including contingency).
The approved budget for FY 2021/22 includes $195,000 for Project M0024, with
$95,000 allocated from the Endowment Fund (2018) and $100,000 from the Equipment
Replacement Fund (3003). Adequate funding is budgeted from Fund 2018 to cover the
gas line and fire alarm upgrade costs. Fund 3003 is typically used to fund the
replacement of capital equipment such as the HVAC units. The total cost for the HVAC
equipment replacement, including contingency, is $353,050, which exceeds the
budgeted amount in Fund 3003 by $253,050.
The estimated fund balance in Fund 3003 is approximately $791,851. Staff is
requesting a budget amendment allocating $253,050 from Fund 3003 to fully fund
HVAC equipment replacement component of the project. This would leave an
estimated fund balance of approximately $538,801 for future projects. This balance is
insufficient to meet anticipated future park equipment replacement projects identified in
the FY 2021/22 5-Year Capital Improvement Program, which are estimated to cost
approximately $900,000 over the next five years. The Fund 3003 deficiency is an issue
that will need to be considered during the FY 2022/23 planning process.
The additional cost for this project is due to a variety of factors. The initial budget for
the HVAC replacement was established several years ago and anticipated just the
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replacement of the HVAC units. It did not anticipate additional duct, piping and
electrical infrastructure upgrades now required to bring the project into compliance with
updated building code and California Title 24 building energy efficiency standards.
HVAC industry-wide price increases related to higher raw material pricing, rising supply
chain costs, and pandemic-related delays have also had an impact on the overall cost
of the project. Staff will work with the contractor during the project to implement cost-
saving measures wherever feasible.
The total costs for Project M0024 also include $63,000 for professional design and
engineering services, of which approximately $13,600 was carried over to FY 2021/22.
Factoring in these professional services costs brings the total cost for Project M0024 to
$467,300 (including contingencies).
STAFF RECOMMENDATION (ROLL CALL VOTE REQUIRED)
1. Approve plans and specifications for AVRC Gas Line and HVAC Replacement
Project (M0024);
2. Award contract to Bon Air Incorporated for $342,000, plus a contingency of
$51,300, for a total contract amount of $393,300 and authorize execution of the
Agreement by the City Manager, subject to final language approval by the City
Manager; and
3. Adopt Resolution No. 2021-________ amending the FY 2021/22 budget to fund
the AVRC Gas Line and HVAC Replacement Project (M0024).
Attachment 1: Draft Agreement – Bon Air Incorporated (including Plans and
Specifications for AVRC Gas Line and HVAC Replacement Project,
Exhibit D)
Attachment 2: Draft Resolution No. 2021-________
316
AGREEMENT BETWEEN THE CITY OF MOORPARK AND
BON AIR INCORPORATED FOR
ARROYO VISTA RECREATION CENTER GAS LINE AND HVAC REPLACEMENT
THIS AGREEMENT, executed as of this ____ day of _____________________,
2021, between the City of Moorpark, a municipal corporation (“City”) and Bon Air
Incorporated, 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 services related to gas line and
HVAC replacement; 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 3, 2021, 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 execution until completion of
the work identified in Exhibit D and in conformance with Exhibit C 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 services related to gas line and HVAC replacement, 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 hereinafte r referred to as the “Proposal”,
and as set forth in Exhibit D: Contract Documents and Specifications, attached hereto
and incorporated herein by this reference as though set forth in full. Where said Scope
of Services as set forth in Exhibits C and D is modified by this Agreement, or in the
event there is a conflict between the provisions of said Scope of Services 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.
Compensation for the services to be performed by Contractor shall be in
accordance with Exhibit C. Compensation shall not exceed the rates or contract value
of three hundred forty-two thousand dollars ($342,000), plus a contingency in the
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amount of fifty-one thousand three hundred dollars ($51,300), for a total contract value
of three hundred ninety-three thousand three hundred dollars ($393,300), 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 an d (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 annuall y 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 Contract or 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 Far Abdoh, 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 Ag reement, and to
serve as principal liaison between Contractor and Cit y, 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, attached hereto and incorporated herein
by this reference as though set forth in full, based upon actual time spent on the above
tasks. This amount shall not exceed three hundred forty-two thousand dollars
($342,000), plus a contingency in the amount of fifty -one thousand three hundred
dollars ($51,300), for a total contract value of three hundred ninety-three thousand three
hundred dollars ($393,300), 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 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 ob ligation or duty to continue compensating
Contractor for any work performed after the date of default and can termina te 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 Contract or, 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
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Agreement, he/she shall cause to be served upon the Cont ractor 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 du ly extended in writing by the City Manager,
Contractor shall forfeit and pay to the City, as liquidated damages, the sum of one
hundred fifty dollars ($150) 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 o r 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.
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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, re serve, 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 b ehalf of
Contractor shall at all times be under Contractor’s ex clusive 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 p ower 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 serv ices
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 provide d 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 indirect ly, 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 su bcontractor.
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: Bahman Hannani, President
Bon Air Incorporated
11340 W. Olympic Blvd., #302
Los Angeles, CA 90064
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, Cont ractor 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 thi s 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 Package and Proposal, Exhibits
C and D attached hereto and incorporated herein by this referen ce as though set forth
in full. In the event of conflict, the requirements of the City’s Bid Package 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 Cont ractor 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 BON AIR INCORPORATED
_____________________________ _____________________________
Troy Brown, City Manager Bahman Hannani, President
Attest:
_____________________________
Ky Spangler, 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 wh ich 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 $1,000,000 per occurrence for all covered losses and no less than $2,000,000
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 and No. CG 2037 with edition
acceptable to the City. Contractor also agrees to require all contractors,
subcontractors, and anyone 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 requi re all contractors,
subcontractors, or others involved in any way with the project c ontemplated 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 specifical ly 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 insuran ce 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 Agre ement (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 agreem ent
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 c ontractual 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 requ irements, 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 i nsurance 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 tha t 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 assume s 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 additiona l obligations on City nor does it
waive any rights hereunder in this or any other regard.
15. Contractor will renew the required coverage ann ually as long as City, or its
employees or agents face an exposure from operations of any typ e 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 t he 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 comp leted 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 comp lying 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, when required by City. City
shall determine the liability limit.
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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 juri sdiction 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 mean ing 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 a nd, 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 c onfer 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 dispu te.
(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 t hat
remains in dispute and the portion that is undisput ed. 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 d isputed
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 their own behalf or on
behalf of a lower tier subcontractor, that the contractor present a claim for work wh ich
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 requirement s 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, 2027, and as of that date is
repealed, unless a later enacted statute that is enacted before January 1, 2027, deletes
or extends that date.
(Amended by Stats. 2019, Ch. 489, Sec. 1. (AB 456) Effective January 1, 2020.
Repealed as of January 1, 2027, by its own provisions.)
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12853-0019\2476738v1.doc
CITY OF MOORPARK
CONTRACT DOCUMENTS
FOR
ARROYO VISTA RECREATION CENTER GAS LINE
AND HVAC REPLACEMENT
IDENTIFICATION NO. P&R-2021-03
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82000-0016\1800815v4.doc
TABLE OF CONTENTS
Page
NOTICE INVITING BIDS .......................................................................................................... 1
INSTRUCTIONS TO BIDDERS ............................................................................................... 3
CHECKLIST FOR BIDDERS .................................................................................................... 7
BID FORMS ............................................................................................................................. 8
CHECKLIST FOR EXECUTION OF CONTRACT .................................................................. 27
SAMPLE AGREEMENT ......................................................................................................... 28
SAMPLE INSURANCE FORMS ............................................................................................. 45
PAYMENT BOND (LABOR AND MATERIALS) ...................................................................... 49
PERFORMANCE BOND ........................................................................................................ 51
GENERAL PROVISIONS ....................................................................................................... 54
SPECIAL PROVISIONS ......................................................................................................... 80
APPENDICES:
Appendix I – Scope of Work
Appendix II – Construction Documents
Appendix III – City Holidays
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NOTICE INVITING BIDS
FOR
Arroyo Vista Recreation Center (AVRC) Gas Line and HVAC System Replacement
[the “Project”]
Identification number: P&R-2021-03
NOTICE IS HEREBY GIVEN that the City of Moorpark, California (“City”) invites sealed Bids for
the Project. The City will receive such Bids at the City Clerk’s office, City Hall, 799
Moorpark Ave., Moorpark, California 93021 up to the hour of 2:00 p.m. local time on the
7th day of October, 2021, at which time they will be publicly opened and read aloud. Bidders
may attend the opening and reading of the bids virtually. Information on how to attend the
opening shall be provided to prospective bidders via addendum.
SCOPE OF WORK. The Project includes, without limitation, furnishing all necessary labor,
materials, equipment and other incidental and appurtenant Work necessary to replace the
HVAC systems and gas piping at the Arroyo Vista Recreation Center, as more specifically
described in the Contract Documents. This Work will be performed in strict conformance with
the Contract Documents, permits from regulatory agencies with jurisdiction, and applicable
regulations. The quantity of Work to be performed and materials to be furnished are
approximations only, being given as a basis for the comparison of Bids. Actual quantities of
Work to be performed may vary at the discretion of the City.
OBTAINING BID DOCUMENTS. Bidders may obtain free copies of the Plans, Specifications
and other Contract Documents online by visiting https://www.moorparkca.gov/bids.
MANDATORY PRE-BID MEETING AND SITE VISIT. A mandatory pre-bid meeting/site visit
will be held on Wednesday, September 22, 2021 at 2:00 p.m. local time at the Arroyo Vista
Recreation Center, 4550 Tierra Rejada Road, Moorpark. Masks are required to be worn at all
times during the site visit and social distancing is required. Every Bidder is required to attend
the pre-bid meeting/site visit. Failure of a Bidder to attend will render that Bidder’s Bid non-
responsive. No allowances for cost adjustments will be made if a Bidder fails to adequately
examine the Project site before submitting a Bid.
REGISTRATION WITH THE DEPARTMENT OF INDUSTRIAL RELATIONS. 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 [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 Bidder (Contractor) 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 and
are available to any interested party upon request. The 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.
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BONDS. Each Bid must be accompanied by a cash deposit, cashier’s check, certified check or
Bidder’s Bond issued by a Surety insurer, made payable to the City and in an amount not less
than ten percent (10%) of the total Bid submitted. Personal or company checks are not
acceptable. Upon Contract award, the Contractor shall provide faithful performance and
payment Bonds, each in a sum equal to the Contract Price. 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. Failure to enter into the Contract with the City,
including the submission of all required Bonds and insurance coverages, within fifteen (15) Days
after the date of the mailing of written notice of contract award to the Bidder, shall subject the
Bid security to forfeiture to the extent provided by law.
LICENSES. Each Bidder shall possess a valid Class A or C-20 Contractor’s license issued by
the California State Contractors License Board at the time of the Bid submission. Additionally,
each Bidder must have possessed a valid Class A or C-20 Contractor’s license continuously for
the prior five (5) years. The successful Contractor must also possess a current City business
license or obtain one prior to start of the work.
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 Contractor, 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 Contractor. Upon satisfactory completion of the Project, the securities shall be
returned to the Contractor. 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.
BIDDING PROCESS. The City reserves the right to reject any Bid or all Bids, and to waive any
irregularities or informalities in any Bid or in the bidding, as deemed to be in its best interest.
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INSTRUCTIONS TO BIDDERS
FORM OF BID. Bids shall be made on the Bid forms found herein. Bidders shall include all
forms and fill in all blank spaces, including inserting “N/A” (for not applicable) where necessary.
Each Bid must be submitted in a sealed envelope bearing the Bidder’s name and addressed to
the City Clerk with the Project name and identification number (as described in the Notice
Inviting Bids) typed or clearly printed on the lower left corner of the envelope.
DELIVERY OF BIDS. The Bid shall be delivered by the time and date, and to the place
specified in the Notice Inviting Bids. No oral, faxed, emailed, or telephonic Bids 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. Bidders are solely responsible for ensuring that their
Bids are received in proper time, and Bidders assume all risks arising out of their chosen means
of delivery. Any Bid received after the Bid submission deadline shall be returned unopened.
Bidders are invited to attend the Bid opening virtually. Accepted Bids shall become the property
of the City.
AMENDED BIDS. Unauthorized conditions, limitations or provisos attached to a Bid may cause
the Bid to be deemed incomplete and non-responsive.
WITHDRAWAL OF BID. 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 ninety (90) Days after the Bid opening date.
BIDDER’S SECURITY. Each Bid shall be accompanied by cash, a certified or cashier’s check
payable to the City, or a satisfactory Bid Bond in favor of the City executed by the Bidder as
principal and an admitted surety insurer as Surety, in an amount not less than ten percent (10%)
of the amount set forth in the Bid. The cash, check or Bid Bond shall be given as a guarantee
that, if selected, the Bidder will execute the Contract in conformity with the Contract Documents,
and will provide the evidence of insurance and furnish the specified Bonds, within fifteen (15)
Days after the date of delivery of the Contract Documents to the Bidder. In case of the Bidder’s
refusal or failure to do so, the City may award the Contract to the next lowest responsible
bidder, and the cash, check, or Bond (as applicable) of the lowest Bidder shall be forfeited to the
City to the extent permitted by law. No Bid Bond will be accepted unless it conforms
substantially to the form provided in these Contract Documents.
QUANTITIES APPROXIMATE. Any quantities shown in the Bid 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 Bid comparison. The City does
not guarantee that the actual amounts required will correspond with those shown. 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. All
addenda shall be posted on the project bid page, available at
http://www.moorparkca.gov/Bids.aspx. Bidders are encouraged to register on the City’s bid
page to be informed of addenda as they are posted. Bidders are responsible for ensuring that
they have received any and all Addenda. Each Bidder is responsible for verifying that it has
received all Addenda issued, if any. Bidders must acknowledge receipt of all Addenda, if any, in
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their bids. Failure to acknowledge receipt of all Addenda may cause a Bid to be deemed
incomplete and non-responsive.
DISCREPANCIES IN BIDS. Each bidder shall set forth as to each item of Work, in clearly
legible words and figures, a unit or line-item Bid 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:
(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 BIDDERS. In evaluating Bidder responsibility, consideration will be given
not only to the financial standing, but also to the general competency of the Bidder for the
performance of the Project. Each Bidder shall set forth in the designated area of the Bid form a
statement of its experience. No Contract will be executed with a Bidder 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.
BIDDER’S EXAMINATION OF SITE AND CONTRACT DOCUMENTS. Each Bidder must
carefully examine the Project site and the entirety of the Contract Documents. Upon submission
of a Bid, it will be conclusively presumed that the Bidder 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 Bid submission, it also shall be
conclusively presumed that the Bidder 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 Contractor from its obligations under the
Contract Documents nor entitle the Contractor to any additional compensation. The Contractor
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. Bidders 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.
TRADE NAMES OR EQUALS. Requests to substitute an equivalent item for a brand or trade
name item must be made by written request submitted no later than the date specified in
Section 4-6 of the General Provisions. Requests received after this time shall not be
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considered. Requests shall clearly describe the product for which approval is requested,
including all data necessary to demonstrate acceptability.
DISQUALIFICATION OF BIDDERS. No Person shall be allowed to make, file or be interested
in more than one Bid for the Project, unless alternate Bids are specifically called for. A Person
that has submitted a sub-bid to a Bidder, or that has quoted prices of materials to a Bidder, is
not thereby disqualified from submitting a sub-proposal or quoting prices to other Bidders or
from making a prime Bid. If there is a reason to believe that collusion exists among the Bidders,
all affected Bids will be rejected.
RETURN OF BID SECURITY. The successful Bidder’s Bid security shall be held until the
Contract is executed. Bid security shall be returned to the unsuccessful Bidders within a
reasonable time, which in any case shall not exceed sixty (60) Days after the successful Bidder
has signed the Contract.
AWARD OF CONTRACT. The City reserves the right to reject any or all Bids or any parts
thereof or to waive any irregularities or informalities in any Bid or in the bidding. The Contract
award, if made, will be to the lowest responsible, responsive Bidder and is anticipated to occur
within sixty (60) Days after the Bid opening. The Contract award may be made after that period
if the selected Bidder has not given the City written notice of the withdrawal of its Bid.
DETERMINATION OF LOWEST BID. In accordance with Public Contract Code Section
20103.8, the lowest Bid shall be determined as follows: The lowest bid shall be the lowest bid
price on the base contract without consideration of the prices on additive or deductive items (if
any).
TRENCHING. If the Project involves the construction of a pipeline, sewer, sewage disposal
system, boring and jacking pits, or similar trenches or open excavations, which are five (5) feet
deep or more, then each Bidder must submit, as a Bid item, adequate sheeting, shoring, and
bracing, or an equivalent method, for the protection of life or limb, which shall conform to
applicable safety orders. This final submission must be accepted by the City in advance of
excavation and must include a detailed plan showing the design of shoring, bracing, sloping, or
other provisions to be made for worker protection from caving ground during the excavation
Work. If such plan varies from the shoring system standards, the plan shall be prepared by a
registered civil or structural engineer.
LISTING SUBCONTRACTORS; SELF-PERFORMANCE. Each Bidder shall submit a list of the
proposed Subcontractors on the Project, as required by the Subletting and Subcontracting Fair
Practices Act (Public Contract Code Section 4100, et seq.). Contractor shall self-perform not
less than 50% of the Work, in accordance with Section 3-2 of the Standard Specifications.
EXECUTION OF CONTRACT. The selected Bidder shall execute the Contract in the form
included in these Contract Documents within fifteen (15) Days from the date of delivery of the
Contract Documents to the Bidder. Additionally, the selected Bidder shall also secure all
insurance and Bonds as herein specified, and provide copies to the City, within fifteen (15) Days
from the date of delivery of the Contract Documents to the Bidder. 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 and forfeiture of the Bidder’s security. In such event, the City may
declare the Bidder’s security forfeited to the extent permitted by law, and the City may award the
Contract to the next lowest responsible Bidder or may reject all bids.
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NO COMPENSATION FOR COSTS INCURRED PRIOR TO CONTRACT EXECUTION. All
costs incurred by the selected Bidder prior to Contract award and execution of the Contract by
the City shall be at the Bidder’s sole risk. City shall have no liability for costs incurred prior to its
execution of the Contract.
SIGNATURES. The Bidder shall execute all documents requiring signatures and shall cause to
be notarized all documents that indicate such a requirement. Bids submitted as joint ventures
must so state and be signed by each joint venturer. The Bidder shall provide evidence
satisfactory to the City, such as an authenticated resolution of its board of directors, a certified
copy of a certificate of partnership acknowledging the signer to be a general partner, or a power
of attorney, indicating the capacity of the person(s) signing the Bid to bind the Bidder to the Bid
and any Contract arising therefrom. Alternatively, Bids submitted by corporations must be
executed as specified in Corporations Code Section 313, and Bids submitted by partnerships
must be executed by all partners comprising the partnership.
INSURANCE AND BONDS. The Contractor 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 Bidder 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 Project Representative a written
request for an interpretation or correction not later than seven (7) 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 Contractor
in performing the Work shall be paid by the Contractor. 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.
BID SUBMITTAL. Bids must be prepared on the approved Proposal forms in conformance with
the Instructions to Bidders and submitted in a sealed envelope plainly marked on the outside,
‘BID FOR AVRC HVAC AND GAS LINE REPLACEMENT – DO NOT OPEN WITH REGULAR
MAIL.”
Bidders shall guarantee the bid price for a period of 90 calendar days from the date of bid
opening.
Any questions regarding this notice can be directed, in writing, to the City’s Project
Representative: Chris Ball, Senior Management Analyst by e-mail at cball@moorparkca.gov
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Pages 7 – 48 are the
Contractor’s Proposal (Exhibit C)
and the sample Agreement
documents and have been
removed from this Exhibit D so
as not to be duplicative.
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Bond No. __________
PAYMENT BOND
(LABOR AND MATERIALS)
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Moorpark (“City”), State of California, has awarded to
(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
ARROYO VISTA RECREATION CENTER GAS LINE AND HVAC SYSTEM REPLACEMENT
(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 Cit y 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 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 City 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 City 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; 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 Specifcations 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.
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Bond No. __________
PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Moorpark (“City”), has awarded to
(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
ARROYO VISTA RECREATION CENTER GAS LINE AND HVAC SYSTEM REPLACEMENT
(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 City 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 City, 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; 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 City 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 anywise affect its obligations under this Bond,
and it does hereby waive notice of any such change, extension of time, alteration or addition to
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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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PLEASE PROVIDE CONTACT INFORMATION FOR THE SURETY AND THE
BROKER IN THE SPACE PROVIDED BELOW
SURETY – Contact Information
__________________________________________
Attn:_______________________________________
Address:___________________________________
City State Zip_______________________________
Phone #:___________________________________
BROKER – Contact Information
_______________________________________
Attn:___________________________________
Address:________________________________
City State Zip ____________________________
Phone# ________________________________
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GENERAL PROVISIONS
SECTION 0. GENERAL PROVISIONS DEFINED
0-1 STANDARD SPECIFICATIONS
The 2018 edition of “Standard Specifications for Public Works Construction” (“Standard
Specifications”), as amended by the Contract Documents, is incorporated into the Contract
Documents by this reference. The Work described herein shall be done in accordance with the
provisions of the Standard Specifications, as amended by 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.
0-3 SUPPLEMENTATION OF STANDARD SPECIFICATIONS
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 1
(General Provisions) of 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. GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE,
AND SYMBOLS
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 these General Provisions.
Engineer – The City Engineer, acting either directly or through properly authorized
agents. Such agents shall act within the scope of the particular duties entrusted to
them.
Inspector – An authorized representative of the City, assigned by the City to make
inspections of Work performed by or materials supplied by the Contractor.
Laboratory – A laboratory authorized by the City to test materials and Work involved
in the Contract.
Notice of Completion – The notice authorized by Civil Code Section 9204.
Project – See Work.
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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 Part 1 of the Standard Specifications shall be
supplemented by the list below:
Abbreviation Word or Words
AAN ................................................................................... American Association of Nurserymen
AGCA ....................................................................... Associated General Contractors of America
APWA ................................................................................... American Public Works Association
CRSI ..................................................................................... Concrete Reinforcing Steel Institute
CSI ........................................................................................ Construction Specifications Institute
NEC ........................................................................................................... National Electric Code
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
1-7.2 CONTRACT BONDS
The Faithful Performance Bond shall remain in force until one year after 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.
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.
SECTION 2. SCOPE OF THE WORK
2.2 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.
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2.4 COOPERATION AND COLLATERAL WORK
The Contractor shall be responsible for coordinating all Work with the City’s street sweeping,
trash pick-up, and street 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.
2-5.4 Haul Routes
Subsection 2-5.4 of Part 1 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.
2-7 CHANGES INITIATED BY THE AGENCY
2-7.1 General.
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.
2-8 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 3. CONTROL OF THE WORK
3-1 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
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the required insurance, an assignment otherwise consented to in writing by the City shall not be
effective. Even if the City consents to assignment, no assignment shall relieve the Contractor of
liability under the Contract.
3-5 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.
3.7 CONTRACT DOCUMENTS
3-7.1 General
In addition to the requirements under Section 3-7.1 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.
3-7.2 Precedence of the Contract Documents
With regard to Section 3-7.2 in the Standard Specifications, the order of precedence shall be as
follows:
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. Special Provisions.
9. General Provisions.
10. Plans.
11. Standard Plans.
12. Standard Specifications.
13. Reference Specifications.
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3-9 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 Engineer. 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, the City Engineer, 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.
3-10 SURVEYING
3-10.1 General
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
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.
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3-11 CONTRACT INFORMATION SIGNS
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.
3-12 WORKSITE MAINTENANCE
3-12.1 General.
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.
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.
3.12.4 Storage of Equipment and Materials.
3-12.4.1 General
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 materials 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 materials 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 materials are undamaged and are maintained under required conditions.
All costs associated with the clean-up and storage required to complete the Project shall be the
sole responsibility of the Contractor.
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3-12.4.2 Storage in Public Streets
The first sentence of Section 3-12.4.2 shall not be incorporated and shall instead be replaced
with the following:
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.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY
3-13.1 Completion.
The Contractor shall complete all Work under the Contract within twenty (20) Working Days
from the Notice to Proceed.
3-13.2 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 3-12 of Part 1 of the Standard Specifications 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. Evidence that the Performance Bond has been extended and will remain in effect for the
period specified in Section 1-7.2 of the Standard Specifications, as modified by these
General Provisions;
4. All “as-builts”;
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 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.
3-13.3 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 this
Section 3-13.3 at its own expense. Additionally, the Contractor agrees to defend, indemnify and
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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.
SECTION 4. CONTROL OF MATERIALS
4-1 GENERAL
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.
4-4 TESTING
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.
4-6 TRADE NAMES
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 ten (10) days before the bid submission deadline, unless a different
deadline is listed in the Special Provisions.
SECTION 5. LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR
5-3.1 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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5-3.2 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, 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.
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.
5-3.3 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
(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.
The Contractor and each Subcontractor shall comply with and be bound by the provisions of
Labor Code Section 1771.4(a)(3), which requires that each Contractor and each Subcontractor
shall furnish the records specified in Section 1776 directly to the Labor Commissioner at least
monthly, in a format prescribed by the Labor Commissioner.
5-3.4 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.
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5-3.5 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.
5-3.6 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.
5-3.7 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.
5-3.8 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.
5-3.9 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 5-3 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.
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5-3.10 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
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 5-3 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 5-3.10 shall survive expiration or
termination of the Contract.
5-4 INSURANCE
5-4.1 General
The first paragraph of Section 5-4.1 of Part 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, 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 prior to completion, except as otherwise
specified in Section 6-5.
5-4.2 General 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 5-4 of Part 1 of the Standard Specifications,
as modified below.
5-4.2.1 Additional Insureds
The City, its elected and appointed officials, officers, employees, attorneys, agents, 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.
5-4.2.2 No Limitation on Indemnity
The insurance provisions shall not be construed to limit the Contractor’s indemnity obligations
contained in these Contract Documents.
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5-4.2.3 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.
5-4.2.4 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 standard Insurance Services Office
(ISO) forms, samples 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, volunteers, and independent
contractors in the role of City officials as insureds or additional insureds. 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.
5-4.2.5 Subcontractors
The Contractor shall require each of its Subcontractors that perform services under the Contract
to maintain insurance coverage that meets all of the requirements of this Section 5-4.
5-4.5 Insurance Requirements not Limiting
If the Contractor maintains broader coverage and/or higher limits than the minimums required in
this Section 5-4, the City requires and shall be entitled to the broader coverage and/or the
higher limits maintained by the Contractor. Any available insurance proceeds in excess of the
specified minimum limits of insurance and coverage shall be available to the City.
5.7 SAFETY
5-7.8 Steel Plate Covers
5-7.8.1 General
The Contractor shall cover all openings, trenches and excavations at the end of each Work Day
with steel plate covers.
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Section 5-8 is hereby added to Section 1 of Part 1 of the Standard Specifications, as follows:
5-8 INDEMNIFICATION
The following indemnity provisions shall supersede the indemnity in Section 5-4.1 of the
Standard Specifications.
5-8.1 Contractor’s Duty.
To the fullest extent permitted by law, the Contractor shall, at its sole cost and expense, defend,
hold harmless and indemnify the City and its elected officials, officers, attorneys, agents,
employees, volunteers, successors, assigns and those City agents serving as independent
contractors in the role of City officials (collectively “Indemnitees”), from and against any and all
damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings,
expenses, judgments, penalties, stop payment notices, liens, and losses of any nature
whatsoever, including fees of accountants, attorneys, or other professionals and all costs
associated therewith and the payment of all consequential damages (collectively “Liabilities”), in
law or equity, whether actual, alleged or threatened, which arise out of, are claimed to arise out
of, pertain to, or relate to the acts or omissions of the Contractor, its officers, agents, servants,
employees, Subcontractors, materialmen, contractors or their officers, agents, servants or
employees (or any entity or individual for whom the Contractor bears legal liability) in the
performance of the Contract, including the Indemnitees’ active or passive negligence, except for
Liabilities arising from the sole negligence or willful misconduct of the Indemnitees, as
determined by court decision or by the agreement of the Parties. The Contractor shall defend
the Indemnitees in any action or actions filed in connection with any Liabilities with counsel of
the Indemnitees’ choice, and shall pay all costs and expenses, including all attorneys’ fees and
experts’ costs actually incurred in connection with such defense. The Contractor shall
reimburse the Indemnitees for any and all legal expenses and costs incurred by Indemnitees in
connection therewith. The City shall not be liable for any accident, loss, or damage to the Work
prior to completion, except as otherwise specified in Section 6-5.
5-8.1.1 Taxes and Workers’ Compensation.
The Contractor shall pay all required taxes on amounts paid to the Contractor under the
Contract, and 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. The Contractor shall fully comply with the Workers’
Compensation law regarding the Contractor and the Contractor’s employees. The Contractor
shall indemnify and hold the City harmless from any failure of the Contractor to comply with
applicable Workers’ Compensation laws. The City may offset against the amount of any fees
due to the Contractor under the Contract any amount due to the City from the Contractor as a
result of the Contractor’s failure to promptly pay to the City any reimbursement or
indemnification arising under this Subsection 5-8.1.1.
5-8.1.2 Subcontractor Indemnity Agreements.
The Contractor shall obtain executed indemnity agreements with provisions identical to those in
this Section 5-8 from each and every Subcontractor or any other person or entity involved by,
for, with or on behalf of the Contractor in the performance of the Contract. If the Contractor fails
to obtain such indemnity obligations, the Contractor shall be fully responsible and indemnify,
hold harmless and defend the Indemnitees from and against any and all Liabilities at law or in
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equity, whether actual, alleged or threatened, which arise out of, are claimed to arise out of,
pertain to, or relate to the acts or omissions of the Contractor’s Subcontractor, its officers,
agents, servants, employees, Subcontractors, materialmen, contractors or their officers, agents,
servants or employees (or any entity or individual for whom the Contractor’s Subcontractor
bears legal liability) in the performance of the Contract, including the Indemnitees’ active or
passive negligence, except for Liabilities arising from the sole negligence or willful misconduct
of the Indemnitees, as determined by final court decision or by the agreement of the Parties.
5-8.2 Workers’ Compensation Acts not Limiting.
The Contractor’s indemnifications and obligations under this Section 5-8, or any other provision
of the Contract, shall not be limited by the provisions of any Workers’ Compensation act or
similar act. The Contractor expressly waives its statutory immunity under such statutes or laws
as to the City, its officers, agents, employees and volunteers.
5-8.3 Insurance Requirements not Limiting.
The City does not, and shall not, waive any rights that it may possess against the Contractor
because of the acceptance by the City, or the deposit with the City, of any insurance policy or
certificate required pursuant to the Contract. The indemnities in this Section 5-8 shall apply
regardless of whether or not any insurance policies are determined to be applicable to the
Liabilities, tax, assessment, penalty or interest asserted against the City.
5-8.4 Civil Code Exception.
Nothing in this Section 5-8 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.
5-8.5 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.
5-8.6 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.
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5-8.7 Survival of Terms.
The Contractor’s indemnifications and obligations under this Section 5-8 shall survive the
expiration or 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.
5-9 RECYCLING OF MATERIALS
Subsection 5-9 is hereby added to the Standard Specifications as follows:
5-9.1 Construction and Demolition Ordinance
The City of Moorpark has adopted a Construction and Demolition (C&D) ordinance requiring all
demolition and city-sponsored projects, regardless of cost; new construction projects valued
over $500,000; or renovation projects valued over $100,000 to divert a minimum of 65% of
material generated during the project from disposal in a landfill (through reuse or recycling). The
City has created a Construction and Demolition Materials Management Plan (C&DMMP) form to
assist applicants to meet these diversion requirements. You will be required to submit a
Diversion Security Deposit of 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 6. PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule
One (1) week before the scheduled pre-construction meeting, the Contractor must submit to the
City for review and approval the construction schedule required by the first paragraph of Section
6-1.1. 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
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other contractors performing concurrent 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.
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.
6-1.1.1 Pre-Construction Conference
Approximately ten (10) 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.
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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.
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.
6-1.2 Commencement of the Work
The Contractor shall not begin any construction activity at the site before the issuance of the
Notice to Proceed. Any Work that is done by the Contractor in advance of the Notice to
Proceed shall be considered as being done at the Contractor’s own risk and responsibility, and
as a consequence will be subject to rejection.
Section 6-1.3 is hereby added to Section 6 of Part 1 of the Standard Specifications, as follows:
6-1.3 Working Days And Hours
The Contractor shall do all Work between the hours of 8 a.m. to 5 p.m., Monday through Friday.
Tasks that generate a significant amount of noise, dust or other disruption to regular Recreation
Center activities shall be scheduled so as to minimize disturbance to activities and occupants.
Contractors work schedule shall be submitted in advance and approved by the City prior to the
commencement of work.. No Work will be allowed on Sunday, or City holidays (see Appendix
V).
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. A charge may be made to the
Contractor for approved overtime or weekend inspections requested by the Contractor.
6-4 DELAYS AND EXTENSIONS OF TIME
6-4.1 General.
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.
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No extension of time will be granted for any event, including pandemics, leading to the issuance
of a “stay at home” or similar kind of order by any local, State, or federal governmental authority,
if the Work has been deemed, either by emergency order or proclamation, or operation of law,
to be an essential service that is exempt from such stay at home or similar order.
6-4.2 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.
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.
6-4.3 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 markup 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 TERMINATION OF THE CONTRACT FOR CONVENIENCE
The following sentence is added to Section 6-8:
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.
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 3-13.1 of Part 1 of the Standard Specifications.
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SECTION 7. MEASUREMENT AND PAYMENT
7.3 PAYMENT
7.3.1 General
The unit and lump sum prices to be paid 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. 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.
7-3.2 Partial and Final Payment
7-3.2.1 Monthly Closure Date and Invoice Date
For purposes of Section 7-3.2, 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.
7-3.2.2 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.
7-3.2.3 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 7-3.2.4)
until at least thirty-five (35) days after recordation of the Notice of Completion, or recordation of
a notice of acceptance or cessation, but not later than the period permitted by Public Contract
Code Section 7107.
7-3.2.4 Final Invoice and Payment
Whenever the Contractor shall have completely performed the Contract in the opinion of the
City’s Project Manager, the Project Manager shall notify the City Clerk that the Contract has
been completed in its entirety. The Contractor shall then submit to the Project Manager a
written statement of the final quantities of Contract items for inclusion in the final invoice. Upon
receipt of such statement, the Project Manager shall check the quantities included therein and
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shall authorize a payment amount, which in the Project Manager’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 Project Manager 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
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.
7-3.2.5 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.
7.3.2.5.1 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.
7-3.2.5.2 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 7-3.2.5.1 above and at the expense of the Contractor. At its
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sole expense, the Contractor may direct the investment of such retention payments into only
such securities as mentioned in Section 7-3.2.5.4 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
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.
7-3.2.5.3 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.
7-3.2.5.4 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.
7-3.2.5.5 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).
7-3.2.5.6 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.
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Section 7-3.9 is hereby added to Section 7-3 of Part 1 of the Standard Specifications, as
follows:
7-3.9 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 7-3.9 in all contracts with its Subcontractors, and the Contractor
shall be responsible for immediately obtaining those records or other written material from its
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 8 FACILITIES FOR AGENCY PERSONNEL
8-1 General
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 is hereby added to Part 1 of the Standard Specifications, as follows:
SECTION 9. ADDITIONAL TERMS
9-1 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.
9-3 CONTRACTOR’S RESPONSIBILITY FOR WORK
Until the final acceptance of the Work by the City Council in accordance with Section 3-13.2 of
the General Provisions, 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.
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9-4 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.
9-5 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.
9-6 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.
9-7 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.
9-9 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. All such claims are also
subject to Public Contract Code Section 9204 and Public Contract Code Section 20104 et seq.
(Article 1.5), where applicable. This Contract hereby incorporates those provisions as though
fully set forth herein. Thus, the Contractor or any Subcontractor must file a claim in accordance
with the Government Claims Act as a prerequisite to filing a construction claim in compliance
with Section 9204 and Article 1.5 (if applicable), and must then adhere to Section 9204 and
Article 1.5 (as applicable), pursuant to the definition of “claim” as individually defined therein.
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9-10 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.
9-11 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.
9-12 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.
9-13 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 3-13.2 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.
9-14 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 Superior Court with
geographic jurisdiction over the City.
9-15 TIME
Time is of the essence in these Contract Documents.
9-16 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
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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.
9-17 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.
9-18 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.
9-19 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.
9-20 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
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.
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9-21 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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SPECIAL PROVISIONS
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 3
(Construction Methods) and Part 4 (Existing Improvements) of the Standard Specifications,
except as otherwise indicated herein. In the event of any conflict between the Standard
Specifications and these Special Provisions, these Special Provisions shall control.
SECTION 306 - OPEN TRENCH CONDUIT CONSTRUCTION
306-3.1 GENERAL
Pursuant to Public Contract Code Section 7104, if the project involves trenching more than four
(4) feet deep, Contractor shall promptly and before the following conditions are disturbed notify
the City in writing of any:
a. Material that Contractor believes may be material that is hazardous
waste, as defined in California Health and Safety Code Section 25117, that is required to be
removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing
law; and/or
b. Subsurface or latent physical conditions at the site differing from those
indicated; and/or
c. Unknown physical conditions at the site of any unusual nature, different
materially from those ordinarily encountered and generally recognized as inherent in work of the
character provided for in the Contract.
d. As required by Labor Code Section 6705 and in addition thereto,
whenever work under the Contract that involves an estimated expenditure in excess of twenty-
five thousand dollars ($25,000) for the excavation of any trench or trenches five (5) feet or more
in depth, Contractor shall submit for acceptance by City in advance of excavation, a detailed
plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker
protection from the hazard of caving ground during the excavation of such trench or trenches. If
such plan varies from the shoring system standards established by the Construction Safety
Orders of the Division of Industrial Safety, the plan shall be prepared by a registered civil or
structural engineer employed by Contractor, and all costs therefor shall be included in the price
of the Contract. Nothing in this provision shall be deemed to allow the use of a shoring, sloping,
or other protective system less effective than that required by the Construction Safety Orders.
Nothing in this provision shall be construed to impose tort liability on the City or on any City
officer, agent, consultant, representative, or employee. All plans, processing and shoring costs
are Contractor’s responsibility and must be included in Contractor’s bid.
SECTION 400 - PROTECTION AND RESTORATION
400-1 GENERAL
All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or
reestablishing existing improvements shall be included in the Bid.
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SECTION 402 - UTILITIES
402-1 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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402-1.3 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.
402-2 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.
402-3 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.
402-4 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.
402-6 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.
402-7 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:
CITY ENGINEER
(805) 517-6255
TIME WARNER
(888) 892-2253
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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
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
ANDERSON RUBBISH
(805) 526-1919
CALTRANS
(805) 653-2584
SUNESYS
California Sales / Operations
(951) 278-0400
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Appendix I
APPENDIX I
Scope of Work
Arroyo Vista Recreation Center Gas Line and HVAC System Replacement
Moorpark, California
This is intended to be a general scope of work for the project. The scope of work does
not supersede information on the plans and drawings for the project. Any conflict
between this scope of work and the plans, drawings and technical specifications, the
plans, drawings and technical specifications will supersede this scope of work.
101. GAS LINE REPLACEMENT: Provide all labor and materials, tools, equipment,
transportation and services, and any and all materials necessary for and
incidental to performing all operations and improvements related to gas line
replacement. The work for this item is noted in Appendix II: CONSTRUCTION
DOCUMENTS in the Plumbing Plan Set (Sheets P-1 to P-5). Measurement and
payment for this work will be made at the contract lump sum as shown in the Bid
Schedule. The contract price and payment shall be considered as full
compensation for Gas Line Replacement pursuant to Plans and Specifications
detailed in Appendix II.
102. HVAC REPLACEMENT: Provide all labor and materials, tools, equipment,
transportation and services, and any and all materials necessary for and
incidental to performing all operations and improvements related to HVAC
Replacement. The work for this item is noted in Appendix II: CONSTRUCTION
DOCUMENTS, excluding all work associated with item 101 above .
Measurement and payment for this work will be made at the contract lump sum
as shown in the Bid Schedule. The contract price and payment shall be
considered as full compensation for HVAC replacement pursuant to Plans and
Specifications detailed in Appendix II.
Note: All work shall be conducted between the hours of 8 a.m. and 5 p.m., Monday
through Friday, unless otherwise specifically authorized. The Arroyo Vista Recreation
Center will be open and operational throughout the duration of the contract. Contractor
is required to schedule work so as to minimize disturbances to Recreation Center
activities and occupants. Contractor’s work schedule shall be submitted in advance and
approved by City. Schedules subject to modification at the City’s discretion to
accommodate Recreation Center activities. No work will be allowed on Sunday, or City
holidays.
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Appendix II
APPENDIX II
CONSTRUCTION DOCUMENTS
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SHEET INDEX1 T-1 TITLE SHEETSTRUCTURAL SHEET INDEX1S000 TYPICAL GENERAL NOTES2S211 FLOOR FRAMING PLAN3S212 ROOF FRAMING PLAN4 S300 STRUCTURAL DETAILS5S301 STRUCTURAL DETAILS6S302 STRUCTURAL DETAILS7 S303 STRUCTURAL DETAILSMECHANICAL SHEET INDEX1M-1.0HVAC FRONT SHEET2 M-1.1HVAC SYMBOLS AND ABBREVIATIONS3M-1.2 HVAC SCHEDULES4M-2.1 HVAC DEMOLITION FLOOR PLAN5M-2.2 HVAC DEMOLITION ROOF PLAN6M-3.1HVAC CONSTRUCTION FLOOR PLAN7M-3.2HVAC CONSTRUCTION ROOF PLAN8M-4.1 HVAC DETAILS9M-4.2 HVAC DETAILS10M-4.3HVAC DETAILS11M-4.4 HVAC DETAILS12M-4.5HVAC DETAILS13M-4.6HVAC DETAILS14M-5.1HVAC T-24PLUMBING SHEET INDEX1P-1 PLUMBING FRONT SHEET2P-2 PLUMBING DEMOLITION FLOOR PLAN3P-3PLUMBING DEMOLITION ROOF PLAN4P-4PLUMBING CONSTRUCTION FLOOR PLAN5P-5PLUMBING CONSTRUCTION ROOF PLANELECTRICAL SHEET INDEX1E-1.1ELECTRICAL FRONT SHEET2E-1.2 PARTIAL SINGLE LINE DIAGRAM AND PANEL SCHEDULES3E-2.1 ELECTRICAL DEMOLITION FLOOR PLAN4E-2.2 ELECTRICAL DEMOLITION ROOF PLAN5E-3.1ELECTRICAL CONSTRUCTION FLOOR PLAN6E-3.2ELECTRICAL CONSTRUCTION ROOF PLANFIRE ALARM SHEET INDEX1FA-1.1FIRE ALARM FRONT SHEET2FA-1.2 FIRE ALARM RISER DIAGRAM AND CALCULATIONS3FA-3.1FIRE ALARM CONSTRUCTION FLOOR PLANCity of MoorparkArroyo Vista Community Park Gas & HVAC Upgrades4550 Tierra Rejada Rd., Moorpark, CA 9302111823118E OLSEN RDOLSEN RDMADERA ROADTIERRA REJADA ROADMOORPARK ROAD MILLER PARKWAYTIERRA REJADA ROADMOORPARK ROADMOORPARK ROAD PROJECT SITE:ARROYO VISTA COMMUNITY PARK4550 TIERRA REJADA ROADMOORPARK, CA 93021VICINITY MAPSITE KEY PLANSHEET INDEX112233445566778899101011111212AABBCCDDEEFFGGHHLNMT-1TITLE SHEETNONEPFSPPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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1.ALL NEW CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS AND THE 2019 CALIFORNIABUILDING CODE.2. REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS, MANUFACTURER'S INSTRUCTIONS ORREQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT ATTHE DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT DATE IS SHOWN.3. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE WORK EXCEPT WHERESPECIFICALLY DETAILED OR UNLESS NOTED OTHERWISE (U.N.O.)4. THE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL MEMBERS. REFER TOARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS WHICHREQUIRE SPECIAL PROVISIONS DURING THE CONSTRUCTION OF THE STRUCTURAL MEMBERS.5. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR DEPRESSIONS, EDGE OF SLAB, OPENINGS, SLOPES,DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, ETC. REFER TO MECHANICAL ANDELECTRICAL DRAWINGS FOR SLEEVES, OPENINGS, AND HANGERS FOR PIPES, DUCTS AND EQUIPMENT.6. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADESAND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS WHICH IMPACT THE WORK. FIELD VERIFY SIZES,ELEVATIONS, HOLE LOCATIONS, ETC. PRIOR TO FABRICATION.7. DRAWING DIMENSIONS ARE TO FACE OF STRUCTURE, JOINT CENTERLINE OR COLUMN GRID CENTERLINEUNLESS NOTED OTHERWISE. DO NOT SCALE THE DRAWINGS.8. CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE SCOPE OF WORK REQUIRED.VISIT THE SITE TO RELATE THE SCOPE OF WORK TO EXISTING CONDITIONS AND DETERMINE THE EXTENTTO WHICH THOSE CONDITIONS AND PHYSICAL SURROUNDINGS WILL IMPACT THE WORK.9. EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. CONTRACTOR ISREQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALLREPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'SREPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTIONFROM THE OWNER'S REPRESENTATIVE.10. THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON THE DRAWINGS OR IN THE SPECIFICATIONS WITHTHE DESIGN TEAM BEFORE PROCEEDING WITH THE WORK.11. ANY DEVIATION, MODIFICATION & SUBSTITUTION FROM THE APPROVED SET OF STRUCTURAL DRAWINGSSHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW/APPROVAL PRIOR TO ITS USE ORINCLUSION ON THE SHOP DRAWINGS & PRIOR TO PROCEEDING WITH THE WORK.12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORES, BRACES, GUYS, HOIST BEAM, REQUIRED TOSUPPORT ALL LOADS TO WHICH THE BUILDING STRUCTURE AND COMPONENTS, SOILS, OTHERSTRUCTURES AND UTILITIES MAY BE SUBJECTED DURING CONSTRUCTION. SHORING SYSTEMS SHALL BEDESIGNED AND STAMPED BY A CIVIL ENGINEER LICENSED IN THE STATE OF CALIFORNIA. VISITS TO THESITE BY THE OWNER'S REPRESENTATIVE WILL NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS.13. THE CONTRACTOR SHALL PROVIDE MEANS, METHOD, TECHNIQUES, SEQUENCE AND PROCEDURE OFCONSTRUCTION AS REQUIRED. SITE VISITS PERFORMED BY THE OWNER'S REPRESENTATIVE DO NOTINCLUDE INSPECTIONS OF MEANS AND METHODS OF CONSTRUCTION PERFORMED BY CONTRACTOR.14. THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS AND EQUIPMENT FROM DAMAGE AND SHALLPROVIDE PROPER STORAGE FACILITIES FOR MATERIALS AND EQUIPMENT DURING CONSTRUCTION.15. A COPY OF ANY REQUIRED ICC-ES REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLEAT THE JOB SITE.16. ATTACHMENT OF NON-STRUCTURAL COMPONENTS SPECIFIED BY OTHERS TO STRUCTURAL ELEMENTSSHALL BE SPECIFIED BY THE NON-STRUCTURAL COMPONENT DESIGNER/SPECIFIER/INSTALLER.DESIGNER OF NON-STRUCTURAL ELEMENTS SHALL AT A MINIMUM SPECIFY THE CONNECTION TO THESTRUCTURE INCLUDING BUT NOT LIMITED TO: ANY TYPE OF CONNECTING HARDWARE, WIRE, HANGERS,FASTENERS, CLIPS, UNISTRUT MEMBERS. NON STRUCTURAL ELEMENTS SHALL INCLUDE, BUT NOTLIMITED TO: MEP AND HVAC EQUIPMENT & THEIR SUPPORTING PADS, PLATFORMS, FRAMES, ETC.;DUCTWORK, PIPES, CONDUITS, ARTWORK, GRILLES, GRATING, METAL SCREENS, ELEVATOR RAILS, STONEFINISH TILES, STONE CAPS, BRICK VENEER.17.18. ALLOW FOURTEEN WORKING DAYS FOR PROCESSING SHOP DRAWINGS AND SUBMITTALS AFTERRECEIPT.GENERAL1. PROVIDE GRADE-MARKED DOUGLAS FIR STRUCTURAL LUMBER COMPLYING WITH STANDARD GRADINGRULE NUMBER 16 OF THE WEST COAST LUMBER INSPECTION BUREAU. PROVIDE 'S' DRY LUMBER WITH A19% MAX. MOISTURE CONTENT. WOOD JOISTS AND BEAMS WITH MORE THAN 2 FRAMED LEVELS ABOVETHEM SHALL BE MC15 (15% MOISTURE MAX. LUMBER).2. ALL LUMBER SHALL BE STRESS GRADED DOUGLAS FIR NO. 1, UNLESS NOTED OTHERWISE. ALL 4x10 BEAMSOR LARGER AND 6x8 BEAMS OR LARGER SHALL BE DOUGLAS FIR NO. 1.3. ALL LUMBER IN DIRECT CONTACT WITH CONCRETE OR MASONRY, INCLUDING BUT NOT LIMITED TOFOUNDATION SILLS, SHALL BE PRESERVATIVE-TREATED DOUGLAS FIR.4. WOOD STRUCTURAL PANELS SHALL COMPLY WITH U.S. PRODUCT STANDARDS FOR ITS TYPE IN PS 1-09 ORPS 2-10 AND BE CLASSIFIED AS EXPOSURE 1. AS A MINIMUM ALL WOOD STRUCTURAL PANELS SHALL BE APARATED SHEATHING UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. PANEL CONSTRUCTION FOR ALLWOOD STRUCTURAL PANELS SHALL BE 5 PLY PLYWOOD, EXCEPT THAT OSB IS PERMITTED FOR WALLSHEATHING. ALL WOOD STRUCTURAL PANELS SHALL BE BLOCKED AT UNSUPPORTED EDGES. WALL PANELSSHALL BE 15/32 INCH, PANEL INDEX (P.I.) 32/16 U.N.O. ALL WOOD STRUCTURAL PANELS MUST BE INSTALLEDWITH FACE GRAIN PERPENDICULAR TO SUPPORTS.5. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING TO BE IN ACCORDANCE WITH CBC 2019 NAILINGSCHEDULE UNLESS NOTED OTHERWISE. 1 14" OF PENETRATION FOR 10d AND 16d IS REQUIRED.PENETRATION IS MEASURED INTO THE PIECE RECEIVING THE NAILPOINT. ALL NAILS SHALL BE GALVANIZEDWHEN EXPOSED TO WEATHER. PREDRILL ALL NAILS 20d OR LARGER.6. LAG SCREWS SHALL BE TURNED, NOT DRIVEN, INTO PRE DRILLED HOLES. PROVIDE LEAD HOLE 40% TO 70%OF THREADED SHANK DIAMETER AND FULL DIAMETER FOR SMOOTH SHANK PORTION.7. ALL FRAMING HARDWARE SHALL BE STRONG-TIE CONNECTORS AS MANUFACTURED BY SIMPSONSTRONG-TIE COMPANY, UNLESS NOTED OTHERWISE. INSTALL PER MANUFACTURER'S RECOMMENDATIONSAND IC REQUIREMENTS. ALL BOLTS IN HOLD-DOWN ANCHORS SHALL BE TORQUED PER MANUFACTURERSREQUIREMENTS.8. ALL BOLTS IN WOOD SHALL BE A-307 STANDARD BOLTS. HOLES SHALL NOT BE MORE THAN 1/16" LARGERTHAN THE BOLT DIAMETER.9. DO NOT CUT, BORE, COUNTERSINK OR NOTCH WOOD MEMBERS EXCEPT WHERE SHOWN IN THE DETAILS.10. HOT DIP GALVANIZED FASTENERS SUCH AS - BUT NOT LIMITED TO - NAILS, SCREWS, BOLTS, THREADEDROD, ETC., SHALL BE USED WHEN IN CONTACT WITH PRESERVATIVE OR FIRE RETARDANT TREATEDLUMBER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATEPRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED.11. FRAMING CLIPS TO COMPLY WITH IAPMO ER 0112 2606. STRAPS TO COMPLY WITH ICC-ESR 2105FRAMING LUMBERSTRUCTURAL STEEL1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OFAISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AND THE LATEST EDITION OF AISC SEISMIC PROVISIONSFOR STRUCTURAL STEEL BUILDINGS. WHERE THE STRUCTURAL STEEL IS EXPOSED, FABRICATION AND ERECTIONSHALL ALSO BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FOR ARCHITECTURALLY EXPOSEDSTRUCTURAL STEEL.2. STRUCTURAL STEEL SHALL CONFORM TO ASTM DESIGNATION AS INDICATED BELOW (U.N.O.):A. ALL WIDE FLANGE SHAPESA992, GRADE 50B. STEEL ANGLESA36C. ALL PLATES A36D. HSS (RECTANGULAR AND SQUARE)A500, GRADE BE. HSS (ROUND)A500, GRADE BF. PIPE COLUMNS A53, GRADE BG. CHANNELS (C AND MC SECTIONS)A36H. ALL OTHER STRUCTURAL SECTIONS A572, GRADE 50I. STEEL TO STEEL CONNECTION BOLTS A325XJ. ANCHOR BOLTS F1554 GR36 OR A36K. THREADED RODS AND HANGER RODSA36 OR A307-S1L. NUTS FOR BOLTS AND MACHINE BOLTSA563M. HARDENED WASHERSF436N. UNHARDENED WASHERS F844O. PLAIN WASHERS ANSI B18.22.1P. BEVELED WASHERS ANSI B18.23.13. ALL STEEL SHALL BE PROVIDED BY A CITY OF LOS ANGELES LICENSED FABRICATOR.4. WHEN FABRICATING SIMPLY SUPPORTED BEAMS, PLACE NATURAL CAMBER UP.5. SPLICE MEMBERS ONLY WHERE INDICATED.6. HIGH STRENGTH BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATIONSFOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. HIGH STRENGTH BOLTS SHALL BE BEARING TYPE WITHTHREADS EXCLUDED FROM THE FROM THE SHEAR PLANES (I.E. A325-X) UNLESS NOTED OTHERWISE.7. ALL BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS SHOWN OTHERWISE. MINIMUM SIZE OFBOLTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE 3/4" DIA. EXCEPT WHEN OTHERWISE SHOWN OR NOTED.8. ALL HOLES SHALL BE STANDARD DIAMETER U.N.O.9. ALL FLANGE STIFFENER PLATES SHALL BE ORIENTED SO THAT ROLLING DIRECTION OF PLATE IS PARALLEL WITHDIRECTION OF PRINCIPAL STRESS.10. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL SCALE AND OIL.11. PROVIDE FILLS AT SPLICES OF PARTS HAVING MORE THAN 1/8" DIFFERENCE IN THICKNESS.12. PROVIDE BEVELED WASHERS ON ALL CONNECTIONS WHERE SLOPE SURFACE EXCEEDS 1:20.13. HEADED ANCHOR STUDS AND THREADED STUDS SHALL BE NELSON GRANULAR FLUX-FILLED, AND SHALL BE MADEFROM COLD FINISHED LOW CARBON STEEL, CONFORMING TO A-108, GRADES 1015 - 1020 WITH A MINIMUM TENSILESTRENGTH OF 60,000 PSI. (COLA RR 2729). STUD WELDING INSPECTION AND TESTING SHALL CONFORM TO AWS D1.1.14. DEFORMED BAR ANCHOR STUDS SHALL BE NELSON D2L GRANULAR FLUX-FILLED REBAR STUDS OR APPROVEDEQUAL, AND SHALL BE MADE OF LOW CARBON COLD ROLLED STEEL WITH A MINIMUM TENSILE STRENGTH OF 80,000PSI. STUD WELDING INSPECTION AND TESTING SHALL CONFORM TO AWS D1.1.15. HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STRUCTURAL STEEL AND FASTENERS THATARE PERMANENTLY EXPOSED TO THE WEATHER. REPAIR GALVANIZING AFTER WELDING IN ACCORDANCE WITHASTM A780.16. THE FULL DESIGN AND LOAD CARRYING CAPACITY OF THE STEELWORK SHALL NOT BE IMPAIRED DUE TOFABRICATION, SHIPMENT, OR ERECTION PROCEDURES, THROUGHOUT THE COMPLETE PROCESS. THE STABILITY OFALL INDIVIDUAL MEMBERS AND ASSEMBLIES SHALL BE MAINTAINED.17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND SEQUENCESWITH RELATION TO TEMPERATURE DIFFERENTIALS AND WELD SHRINKAGE.18. ALL ADDITIONAL STEEL REQUIRED FOR ERECTION PURPOSES SHALL BE PROVIDED AT NO ADDITIONAL COST ANDSHALL BE REMOVED UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE IN WRITING.1. ALL WELDING SHALL BE IN STRICT CONFORMANCE WITH THE LATEST EDITION OF AWS D1.1 AND THE 2019CALIFORNIA BUILDING CODE.2. ALL WELDING ELECTRODES (FILLER METAL) SHALL BE E7XXX (70 KSI), U.N.O., AND SHALL BE LOW HYDROGENTYPES. FIELD WELDING OF FULL AND PARTIAL PENETRATION WELDS OF THE STEEL MOMENT FRAME CONNECTIONSBETWEEN MOMENT FRAME BEAMS AND MOMENT FRAME COLUMNS SHALL BE BY SHIELDED METAL ARC PROCESSUSING LOW HYDROGEN ELECTRODES3. ALL WELDS SHALL HAVE A FILLER METAL WITH CHARPY V-NOTCH TOUGHNESS OF 20 FT/LBS AVERAGE AT -20DEGREES FAHRENHEIT AND 40 FT/LBS @ 70 DEGREES FAHRENHEIT. CERTIFY CONFORMANCE TO CHARPY V-NOTCHTOUGHNESS REQUIREMENTS WITH TESTS BY AN INDEPENDENT TESTING LABORATORY.4. LENGTHS OF WELDS ARE EFFECTIVE LENGTHS AS SPECIFIED IN THE APPLICABLE CODE. WHERE LENGTH OF WELDIS NOT SHOWN IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT WELDS SHALL BE FULL PENETRATION, UNLESSNOTED OTHERWISE.5. CONTRACTOR SHALL PROVIDE FIELD WELDING AS REQUIRED FOR CONSTRUCTION. WHERE FIELD WELDING ISNOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONSTRUCTION PROCEDURE ONLY.6. ALL SHOP WELDS SHALL BE PERFORMED BY A LOS ANGELES CITY LICENSED FABRICATOR.7. ALL WELDING SHALL BE PERFORMED BY AWS D1.1 CERTIFIED WELDER.STRUCTURAL STEEL WELDING8. FACES OF FILLET WELDS EXPOSED TO VIEW SHALL HAVE AS-WELDED SURFACES THAT ARE REASONABLY SMOOTHAND UNIFORM. NO FINISHING OR GRINDING SHALL BE REQUIRED, EXCEPT WHERE CLEARANCES OR FIT OF OTHERITEMS MAY SO NECESSITATE.9. ALL PARTIAL AND FULL PENETRATION WELDS WHICH ARE EXPOSED TO VIEW SHALL BE GROUND SMOOTH AND FLUSHWITH FINISH SURFACE OF STEEL. HOLES SHALL BE FILLED WITH WELD METAL OR BODY SOLDER AND SMOOTHED BYGRINDING OR FILING.10. CLEAN GROOVE PREPARATION THERMAL CUTS BY GRINDING.11. WELDS SHALL BE TERMINATED AT THE END OF A JOINT IN A MANNER THAT WILL ENSURE SOUND WELDS. WHENEVERNECESSARY THIS SHALL BE DONE BY USE OF EXTENSION BARS AND RUN OFF TABS.12. ALL WELDED JOINTS SHALL BE PRE-QUALIFIED PER THE LATEST EDITION OF AWS D1.1. NON PRE- QUALIFIED WELDEDJOINTS SHALL BE QUALIFIED BY TEST & PROCEDURE QUALIFICATION TEST RECORD INCLUDED PER THE LATESTEDITION OF AWS D1.1.13. THE CONTRACTOR SHALL SUBMIT ALL WELDING PROCEDURE SPECIFICATIONS (WPS) TO BE USED ON THEPROJECT PER THE LATEST EDITION OF AWS D1.1. THE WPS SHALL INCLUDE ALL MANUFACTURER'S DATASHEETS FOR ALL WELDING MATERIALS TO BE USED. THE DATA SHEETS SHALL DESCRIBE THE PRODUCTS,LIMITATIONS OF USE, RECOMMENDED WELDING PARAMETERS, AND STORAGE AND EXPOSURE REQUIREMENTS.14. ELECTRODES SHALL BE RECEIVED AND STORED IN THE ORIGINAL, UNDAMAGED MANUFACTURER PACKAGING,UNTIL READY FOR USE. WHEN WELDING IS TO BE SUSPENDED FOR MORE THAN 8 HOURS, ELECTRODESSHALL BE REMOVED FROM THE MACHINES AND STORED IN AN ELECTRODE WIRE OVEN MAINTAINED AT A TEMPERATURE BETWEEN 250 DEGREES AND 550 DEGREES OR AS RECOMMENDED BY THE MANUFACTURER.ELECTRODES NOT CONSUMED WITHIN 24 HOURS OF ACCUMULATED EXPOSURE OUTSIDE CLOSED ORHEATED STORAGE SHALL NOT BE USED.15. ALL BOTTOM FLANGE BACKING BARS SHALL BE REMOVED. FOLLOWING REMOVAL OF BACKING, THE ROOT PASSSHALL BE BACKGOUGED TO SOUND WELD METAL AND BACKWELDED UNTIL FLUSH OR WITH SLIGHTREINFORCEMENT. THE SURFACE SHALL BE GROUND SMOOTH TO A SURFACE ROUGHNESS NOT TO EXCEED 500MICROINCHES.1. NEW WORK SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE.2. VERTICAL LIVE LOADS:A. ROOF 20 PSF3. LATERAL LOADS:A. WIND:BASIC WIND SPEED: 94 MPHWIND IMPORTANCE FACTOR, Iw: 1.0EXPOSURE TYPE: C B. SEISMIC:SITE CLASS: DSEISMIC DESIGN CATEGORY: ERISK CATEGORY: I ICOMPONENT SEISMIC IMPORTANCE FACTOR, Ip: 1.0Ss = 1.836Fa = 1.2SDs = 1.47LATERAL SYSTEM:EQUIPMENT ANCHORAGEFp = 2.2Wp (LRFD ROOF UNITS WITH SPRING ISOLATION)Fp= 0.44Wp (LRFD FLOOR UNITS WITHOUT SPRING ISOLATION)(E) BLDG. LATERAL RESISTING SYSTEM: REINFORCED MASONRY SHEARWALLS.DESIGN CRITERIA5TYPICALGENERAL NOTESE N G I N E E R S- C O N S U L T A N T SPage 88 of 130404
112233445566778899101011111212AABBCCDDEEFFGGHHLNMSTORAGE31CONFERENCEROOM32MULTIPURPOSEROOM33bPRESCHOOLROOM38STORAGE63STORAGE48KITCHEN47STORAGE60STORAGE51DATA50MULTIPURPOSEROOM46WOMEN'SRESTROOM33fMEN'SRESTROOM33gSTAFF OFFICE41STAFF OFFICE42GYMNASIUM--OFFICE61OFFICE62HALLWAY33k5HVAC FLOOR PLAN1FLOOR FRAMING PLAN4AC(E) 4" CONC. SLAB W/ 6X6 W1.4XW1.4MESH ON 1" SAND ON VAPOR BARRIERON 4" SUB BASE COURSE PER AS-BUILTDWGSS30337WALL MOUNTED (35 LBS)E N G I N E E R S- C O N S U L T A N T SPage 89 of 130405
112233445566778899101011111212AABBCCDDEEFFGGHHLNM5HVAC ROOF PLAN1ROOF FRAMING PLAN(E) ROOF CAPSERVING EF-6 TOREMAIN(E) ROOF CAPSERVING EF-5 TOREMAIN ( 9(17TO REMAIN(E) ROOFACCESSTO RAMAIN(E) TOREMAIN(E) TOREMAIN(E) COMBUSTIONAIR VENT(E) ROOF CAPSERVING EF-3AND EF-4 TOREMAIN ( 9(17TO REMAIN(E) W10X22(E) W8X10(E) W12X14(E) W12X14(E) W24X55RIDGE BEAM (E) C12X20.7(E) W8X10(E) W12X22(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W8X10(E) W12X14(E) W12X14DECK SPAN(E) VERCO 1 12"X18GA. HSB DECKCONT. OVER 2 ORMORE SPANS(E) VERCO1 12"X18 GA.HSB DECK(E) W12X22(E) W8X10 ( 9(17TO REMAIN(E) W12X22(E) W8X10 (E) W16X26 (E) W16X26 (E) W14X22 RIDGE (E) W14X22DEC
K
S
P
A
N
(E) VERCO 1 12"X18GA. HSB DECKNO HVAC SCOPE INTHIS AREA.(E) W8X10(E) W12X22(2025 LBS )S30233(225 LBS ) (235 LBS MAX.)(E) W10X12(E) W10X12(E) W10X12(E) W8X10(N) (200 LBS MAX.)S30227S30231S30343S3003S30115S3009(N) (200 LBS MAX.)BELOWE N G I N E E R S- C O N S U L T A N T SPage 90 of 130406
EN G I N E E R S- C O N S U L T A N T SS300STRUCTURALDETAILS(N) AC-1 UNITABOVE(E) CONT.L4"X3"X14"TO REMAINTYP.(E) HSS SECTION@ 4'-0" O.CMAX. & AT CORNERS WELDEDTO ROOF FRAMINGTO REMAIN (
23(1,1*725(0$,1 4'-5 1 4 $&81,7:,'7+ (E) W8X10BELOW(N) AC-1 UNIT(E) W12X22BELOW(E) W12X22BELOW(E) HSS SECTION @4'-0" O.C & AT CORNERSWELDED TO ROOF FRAMING(E) W8X10(E) RETURNDUCT PER MECH.DWGS(E) CONT.L4"X3"X14" LLV TO REMAIN(N) RETURNDUCT(N) SUPPLYDUCT(N) RETURNDUCT PER MECH.DWGS(E) SUPPLYDUCT PER MECH.DWGS 7'-4 58 $&81,7/(1*7+ (N) AC-1 UNIT(E) CONT.L4"X3"X14" LLV TO REMAIN(N) PREFABPITCHED CURBBY MANUF.(E) HSS SECTION @4'-0" O.C MAX. & AT CORNERSWELDED TO ROOF FRAMING TOREMAIN(E) 1 12" X18 GA.METAL DECK(E) W12X22(E) W8X10BEYOND(E) W12X22(N) AC-2 UNITABOVE(E) HSS SECTION@ 4'-0" O.CMAX. & AT CORNERS WELDEDTO ROOF FRAMINGTO REAMAIN (
23(1,1*725(0$,1(E) W8X10 BELOW(E) AC-2 UNIT(E) W12X22BEYOND(E) W12X22BELOW(E) W12X22BELOW(E) SUPPLYDUCT PER MECH.DWGS10'-1 34"(AC-2 UNIT LENGTH)(E) HSS SECTION @4'-0" O.C & AT CORNERSWELDED TO ROOF FRAMING(E) RETURNDUCT PER MECH.DWGS(N) RETURNDUCT PER MECH.DWGS(N) AC-2 UNIT(N) PREFABPITCHED CURBBY MANUF.(E) HSS SECTION @4'-0" O.C MAX. & AT CORNERSWELDED TO ROOF FRAMING(E) W8X10BEYOND(E) W12X221'-0"
MAX.10" MAX.
1'-0"
MAX.10" MAX. 1 38 " BOLTS W/ NUTS ANDFLAT/LOCK WASHERS PERMANUFACTURER DWGSTYP.(E) CONT.L4"X3"X14"TO REMAINTYP. 1 38 " BOLTS W/ NUTS &FLAT/LOCK WASHERS PERMANUFACTURER DWGSTYP. 1 38 " BOLTSW/ NUTS ANDFLAT/LOCK WASHERSPER MANUFACTURERDWGS TYP.EDGE OF (N)PREFABPITCHED CURBBY MANUF.EDGE OF (N)PREFABPITCHED CURBBY MANUF.(E) CONT.L4"X3"X14"TO REMAINTYP. 1 38 " BOLTS W/ NUTS ANDFLAT/LOCK WASHERS PERMANUFACTURER DWGSTYP.EDGE OF (N)PREFABPITCHED CURBBY MANUF. 1 38 " BOLTS W/ NUTS ANDFLAT/LOCK WASHERS PERMANUFACTURER DWGSTYP.(E) 1 12" X18 GA.METAL DECK(E) W12X22 1 38 " BOLTS W/ NUTS &FLAT/LOCK WASHERS PERMANUFACTURER DWGS TYP.1'-7 1 2"MAX.(E) 1 12" X18 GA.METAL DECK(E) W8X10 1 38 " BOLTSW/ NUTS & FLAT/LOCKWASHERS PER MANUF.DWGS TYP.(N) PREFABPITCHED CURBBY MANUF.(E) 1 12" X18 GA.METAL DECK(E) W8X10 1 38 " BOLTS W/ NUTS &FLAT/LOCK WASHERS PERMANUFACTURER DWGSTYP.(N) SUPPLYDUCT(N) RETURNDUCT7'-0 3 4 $&81,7:,'7+
35()$%3,7&+('&85%:,'7+ 9'-11 14 35()$%3,7&+('&85%/(1*7+ 8'-7 38 35()$%3,7&+('&85%/(1*7+
35()$%3,7&+('&85%:,'7+ (E) 9'-1 58 6758&76833257/(1*7+ (
6758&76833257:,'7+
(
6758&76833257:,'7+ (E) 9'-1 58 6758&76833257/(1*7+ (N) PREFABPITCHED CURBBY MANUF.(E) WATERPROOF'G.,SEE ARCH. REQ.(E) WATERPROOF'G.,SEE ARCH. REQ.(E) W12X22BEYOND(E) CONT.L4"X3"X14" LLVBEYOND(E) CONT.L4"X3"X14" LLVBEYOND(E) CONT.L4"X3"X14" LLVBEYOND(E) CONT.L4"X3"X14" LLVBEYOND(N) SUPPLYDUCT PER MECH.DWGS(N) 14" THICK.CONTINUOUS PLATE(E) CONT.L4"X3"X14" LLV TO REMAIN12" MAX.GAP(N) 14" THICK.CONTINUOUS PLATE(E) CONT.L4"X3"X14" LLV(N) 14" THICK.CONTINUOUS PLATE(N) 14" THICK.CONTINUOUS PLATE12" MAX.GAP(N) 14" THICK.CONTINUOUSPLATE(N) 14" THICK.CONTINUOUSPLATEPage 91 of 130407
EN G I N E E R S- C O N S U L T A N T SS301STRUCTURALDETAILS10'-1 1116 $&81,7/(1*7+ 7'-0 3 4 $&81,7:,'7+ 9'-10 38 35()$%3,7&+('&85%/(1*7+ (N) AC-4 UNIT ABOVESEE MECHANICALPREFABPITCHED CURBBY MANUF. 38[(0%('HILTI 'KWIK BOLT TZ STAINLESS STEEL'ANCHOR (TYPICAL OF 16 NO.)(N) AC-4 UNITPREFAB PITCHEDCURB BY MANUF.14" MAX.(E) 4" CONC. SLAB W/ 6X6W1.4XW1.4 MESH ON 1" SANDON VAPOR BARRIER ON 4" SUBBASE COURSE PER AS-BUILTDWGS(E) 4" CONC. SLAB W/ 6X6W1.4XW1.4 MESH ON 1" SANDON VAPOR BARRIER ON 4" SUBBASE COURSE PER AS-BUILTDWGS(N) RETURNDUCT ABOVE(N) SUPPLYDUCT ABOVE
35()$%3,7&+('&85%:,'7+ 38[(0%('HILTI 'KWIK BOLT TZ STAINLESSSTEEL' ANCHOR (TYPICAL OF 16 NO.)(N) PREFABPITCHED CURBBY MANUF.(E) HSS SECTION @4'-0" O.C MAX. & AT CORNERSWELDED TO ROOF FRAMING(E) W12X22BEYOND(E) CONT.L4"X3"X14" LLVTO REMAIN(E) 1 12" X18 GA.METAL DECK(E) W8X12 1 38 " BOLTS W/ NUTS &FLAT/LOCK WASHERS PERMANUFACTURER DWGSTYP.(E) HSS SECTION @4'-0" O.C & AT CORNERSWELDED TO ROOF FRAMING(E) RETURNDUCT(E) W8X10BELOW(E) W8X10BELOW(E) W12X22 BELOW5'-3 1 4 $&81,7:,'7+
5'-2 3 8 35()$%3,7&+('&85%:,'7+ (E) 3'-10 7823(1,1*5(0$,17'-2 12 35()$%3,7&+('&85%/(1*7+ 8'-3 34 $&81,7/(1*7+ (N) SUPPLYDUCT(N) RETURNDUCTEDGE OF (N)PREFABPITCHED CURBBY MANUF.(E) CONT.L4"X3"X14"TO REMAINTYP.(N) AC-3 UNITABOVE(E) HSS SECTION@ 4'-0" O.CMAX. & AT CORNERS WELDEDTO ROOF FRAMINGTO REMAIN(E) CONT.L4"X3"X14"TO REMAIN TYP. 1 38 " BOLTS W/ NUTS ANDFLAT/LOCK WASHERS PERMANUFACTURER DWGS TYP. 1 38 " BOLTS W/ NUTSAND FLAT/LOCK WASHERSPER MANUF. DWGS TYP.(N) CONT.L4"X3"X14 "LLH(N) CONT.2L4"X3"X14 "LLH(E) W8X10BELOW(E) AC-3 UNIT(E) CONT.L4"X3"X14" LLV(N) RETURNDUCT(N) SUPPLYDUCT(E) 1 12" X18 GA.METAL DECK(E) W8X10 1 38 " BOLTS W/ NUTS &FLAT/LOCK WASHERS PERMANUFACTURER DWGS TYP.(E) AC-3 UNIT(E) W12X22BEYOND(E) SUPPLYDUCT(E) W8X101'-7 1 2"
MAX.
1'-7 1 2"
MAX.
(E) 5'-5 1 2 6758&76833257:,'7+ (E) 7'-8 78 6758&76833257/(1*7+ (E) CONT.L4"X3"X14" LLVBEYOND(E) CONT.L4"X3"X14" LLVBEYOND(N) 14" THICK.CONTINUOUS PLATE(N) 14" THICK.CONTINUOUS PLATE(N) 14" THICK.CONTINUOUS PLATE(N) 14" THICK.CONTINUOUS PLATE12" MAX.GAPPage 92 of 130408
EN G I N E E R S- C O N S U L T A N T SS302STRUCTURALDETAILS2'-9 14" (ISOLATOR SPACING PER MANUF.) (
3/$7)2506833257:,'7+ (E) W12X22BELOW(E) W12X22BELOW(E) W12X22BELOW (
3/$7)2506833257/(1*7+ 1'-7 382'-10 14 " (HP-1 UNIT WIDTH)1'-7 38
,62/$72563$&,1*3(50$18)
3'-1 1 4"(HP-1 UNIT LENGTH)5 7 85 7 8(E) CONT.L4"X3"X14"TO REMAINTYP.(E) CONT.L4"X3"X14"TO REMAINTYP.VIBRATION ISOLATORPER MANUF.(N) HP-1 UNIT ABOVESEE MECHANICAL(E) W12X22BEYOND12"
MIN.(E) W12X22BEYOND12"
MIN.(E) 34" CDX. PLYWOOD W/#10 TEK SCREWS @ 24" O.C.EACH SUPPORT(E) CONT.L4"X3"X14" LLV 1 12" BOLTS W/ NUTSAND FLAT/LOCK WASHERS@ EACH ISOLATOR(E) WATERPROOF'G.,SEE ARCH. REQ.(E) CONT.L4"X3"X14" LLV BEYOND(E) 1 12" X18 GA.METAL DECK(E) W12X22UNIT AND VIBRATIONISOLATOR FRAME, BYMANUF.(E) 34" CDX. PLYWOOD W/#10 TEK SCREWS @ 24" O.C.EACH SUPPORT(E) CONT.L4"X3"X14" LLV(E) HSS SECTIONAT CORNERS WELDED TOROOF FRAMINGUNIT AND VIBRATIONISOLATOR FRAME, BYMANUF. 1 12" BOLTS W/ NUTSAND FLAT/LOCK WASHERS@ EACH ISOLATOR(E) WATERPROOF'G.,SEE ARCH. REQ.(E) CONT.L4"X3"X14" LLV(E) 1 12" X18 GA.METAL DECK(E) W12X22VIBRATIONISOLATORFRAME, BYMANUF.VIBRATIONISOLATOR BYMANUF.9.5"(E) STEEL BEAMPER PLAN(N) SUPPLYFAN (SF-1)(E) 1 12" X18 GA.METAL DECK(E) WATERPROOF'G.,SEE ARCH. REQ.(N) PREFABPITCHED CURBBY MANUF.(E) CONT.L4"X3"X14" LLV(E) HSS SECTION @CORNERS WELDEDTO ROOF FRAMING 1 38 " BOLTSW/ NUTS & FLAT/LOCKWASHERS PER MANUF.DWGS TYP.(E) BEAMPER PLANBEYOND12"
MIN.(E) 34" CDX. PLYWOOD W/#10 TEK SCREWS @ 24" O.C.EACH SUPPORT(E) CONT.L4"X3"X14" LLV(E) STEEL BEAMPER PLAN(E) 1 12" X18 GA.METAL DECK(E) HSS SECTION @CORNERS WELDEDTO ROOF FRAMING(E) HSS SECTION @CORNERS WELDEDTO ROOF FRAMINGNEOPRENE WASHER(E) WATERPROOF'G.,SEE ARCH. REQ.(E) CONT.L4"X3"X14" LLVBEYONDBRACE, TYP.UNIT
(E) 1 12" X18 GA.METAL DECKUNISTRUT P1000 X 2'-0"LONG MIN. TO SPAN (4)LOWER DECK FLUTESW(2) #12 @ EA. FLUTE(E) STEEL BEAMPER PLAN147+528*+BOLT @ ST(E) STEEL BEAMPER PLAN BEYONDBRACING WIRESEE MECH(1/M-4.5)SUPPORT RODSEE MECH(1/M-4.5)UNISTRUT P1000 X 2'-0"LONG MIN. TO SPAN (4)LOWER DECK FLUTESW(2) #12 @ EA. FLUTE(E) 1 12" X18 GA.METAL DECK(E) STEEL BEAMPER PLAN147+528*+BOLT @ ST(E) STEEL BEAMPER PLAN BEYONDUNIT 220#MAX.P1000T UNISTRUT#14 SMS STAINLESSSTEEL (TYPICAL OF 8 NO.)NEATLY COVER SCREW HEADW/ MASTIC38"THROUGHBOLT12"
MIN.UNITNEOPRENE WASHERP1000T UNISTRUT#14 SMS STAINLESSSTEEL (TYPICAL OF 8 NO.)NEATLY COVER SCREW HEADW/ MASTIC(E) STEEL BEAMPER PLAN(E) 1 12" X18 GA.METAL DECK(E) HSS SECTION @CORNERS WELDEDTO ROOF FRAMING(E) CONT.L4"X3"X14" LLV(E) 34" CDX. PLYWOOD W/#10 TEK SCREWS @ 24" O.C.EACH SUPPORT(E) CONT.L4"X3"X14" LLVBEYOND(E) BEAMPER PLANBEYONDUNITFIELD VERIFY BEFORE FABRICATINGVIBRATION ISOLATOR FRAMEUNIT TO FRAMECONNECTION BYMANUF.Page 93 of 130409
EN G I N E E R S- C O N S U L T A N T SS303STRUCTURALDETAILS11 5 816 GA. MIN. FLATSTL STRAP (BACKINGPL) 3 STUDS MIN.(2) #14 SCREWSFROM STL. STRAPSTO EACH (E) STUD, TYP.(E) 4" METALSTUD WALL@16" O.C.16 GA. MIN. FLATSTL STRAP (BACKINGPL) 3 STUDS MIN.(E) DOOR OPENING(2) #14 SCREWSFROM STL. STRAPSTO EACH (E) STUD, TYP.(E) 4" METALSTUD WALL@16" O.C.(E) DOOR OPENINGUNIT MOUNTINGBOARD BY MANUF.INTERIOR WALL UNIT35 LBS. MAX. ATTACHTO BACKING W/(4) 14"TEK SCREWSINTERIOR WALL UNIT 35LBS. MAX. ATTACH TOBACKING W/(4) 14" TEKSCREWS(E) 58" GYPSUMBOARD(E) STEEL BEAMBEYOND(E) 1 12" X18 GA.METAL DECK(E) WATERPROOF'G.,SEE ARCH. REQ.(4) 12;67$,1/(66STEEL LAG SCREW(N) 4X6 FLATPRESSURE TREATEDEXPOSED BLOCKS TOREPLAC EXISTING BLOCKS UNITNEOPRENE WASHERNOTE:ALL UTILITY CONNECTIONS TOUNIT SHALL BE FLEXIBLEPage 94 of 130410
27.REPAIR CEILING AND WALL SURFACES AFTER INSTALLATION AND INSPECTION OF NEW MECHANICAL DUCTWORK, FANS, ETC. ARE INSTALLED. PAINT OR INSTALL NEW TILE TO MATCH EXISTING CONDITION AND SURROUNDINGS, VERIFY WITH ARCHITECT. PATCH AND/OR REPAIR ROOF SYSTEM IF ANY DEMOLITION WORK FOR MECHANICAL SYSTEM AFFECTED THE ROOF.28. CONTRACTOR SHALL PROVIDE "YOUNG" REGULATORS IN LIEU OF VOLUME DAMPERS IN HARD CEILING AREAS AT EACH BRANCH TAKE-OFF FROM MAIN SUPPLY, RETURN AND EXHAUST DUCT SERVING EACH AIR DEVICE. ALL MANUAL VOLUME DAMPERS MAY NOT BE SHOWN ON PLANS. PROVIDE AS STATED.29. THE SEISMIC ANCHORAGE OF MECHANICAL AND ELECTRICAL EQUIPMENT SHALL CONFORM TO C.C.R TITLE 24, OF SECTION 16 AND 16A CBC-2016 AND ASCE 7-10. A COPY OF THE GUIDELINES PUBLISHED BY SMACNA SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON THE JOB SITE AT ALL TIMES.30. ANY EQUIPMENT, DUCTWORK, OR PIPING INSTALLED MORE THAN 1 FT FROM THE LOCATION SHOWN ON THE DRAWINGS SHALL BE CLEARLY DOCUMENTED ON THE FIELD. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS THAT CLEARLY SHOW THE LOCATION OF THE THE EQUIPMENT BEFORE THAN COMPLETION OF THE PROJECT. ALL EXPENSE RELATING TO VERIFY THE AS-BUILT DRAWINGS BY THE DISTRICT OR ITS REPRESENTATIVE(S) DUE TO INACCURATE ORINCOMPLETE RECORD SHALL BE BORN BY THE CONTRACTOR.31. CONTRACTOR HAS THE OPTION TO CHANGE DUCT TO ROUND ASLONG AS INTERIOR ASPECT RATIO IS MAINTAINED, AND SPACE ALLOWS.32. RECORD PLANS “AS BUILTS” - THROUGHOUT CONSTRUCTION,THE CONTRACTOR SHALL MAINTAIN A CLEAN, UNDAMAGEDSET OF PRINTS OF DRAWINGS AND SHOP DRAWINGS ON SITE. RED LINE THE SET TO SHOW THE ACTUAL INSTALLATION WHERETHE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORKAS ORIGINALLY SHOWN. FOR CLOSE OUT, THE CONTRACTORSHALL INCORPORATE THE CHANGES IN AUTOCAD FORMAT INTOTHE APPROPRIATE ORIGINAL DRAWINGS. SIMPLEATTACHMENTS SUCH AS REFERENCING CHANGE ORDERS,SHOP DRAWINGS, RFC'S OR RFI'S ARE NOT ACCEPTABLE. WORK UNDER THIS SECTION: THE WORK UNDER THIS SECTION SHALL INCLUDEALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE ALLDEMOLITION AS INDICATED AND SPECIFIED.WORK:1. REMOVAL OF THE EXISTING HVAC MECHANICAL SYSTEMS AND MECHANICALEQUIPMENT AS INDICATED AND/OR AS DIRECTED ON THE PLANS. ALLREFRIGERANT AND OILS CONTAINED IN SPLIT SYSTEMS (INCLUDING PIPING,ETC.) SHALL BE EVACUATED FROM SYSTEM AND RECYCLED PER EPAREQUIREMENTS PRIOR TO DECONSTRUCTION OR REMOVAL FROM ORIGINALINSTALLATION. UNDER NO CIRCUMSTANCES SHALL REFRIGERANT BEALLOWED INTO THE ATMOSPHERE (NO PURGING).MATERIALS:1. ALL MATERIALS, RUBBISH AND DEBRIS SHALL BE PROMPTLY REMOVED FROMTHE BUILDINGS AND FROM THE SITE. ACCUMULATION OF SAME SHALL NOTBE PERMITTED.2. THE CONTRACTOR SHALL PROTECT PART OF ALL STRUCTURES NOTINCLUDED IN ALTERATION. ANY DAMAGE RESULTING DUE TO ALTERATIONSHALL BE REPAIRED AND/OR REPLACED TO THE ORIGINAL CONDITION ASAPPROVED BY THE OWNERS REPRESENTATIVE.3. ANY ITEMS REMOVED TO BE REUSED ARE TO BE PROTECTED ANDREINSTALLED IN UNDAMAGED AND WORKABLE CONDITION.MEASURES:1. PROTECTION MEASURES SHALL BE IN EFFECT PRIOR TO COMMENCEMENTOF ANY DEMOLITION WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCOMPLETELY ISOLATE HIS WORK FROM ADJACENT IN-SERVICE AREAS OFTHE BUILDING.2. UTILITY SHUT DOWN MUST BE COORDINATED WITH OAR AND SCHOOL FOR AMINIMUM OF 48 HOURS IN ADVANCE.3. THE LOCATION AND ACTIVE/INACTIVE STATUS OF ALL EXISTING UTILITIES INTHE IMMEDIATE AREA OF THE WORK MUST BE VERIFIED PRIOR TO ANYCUTTING OPERATIONS.4. DEBRIS FROM DEMOLITION SHALL BE COLLECTED AND REMOVED AT THEBEGINNING OF THE FOLLOWING WORK DAY. ROUTING OF ANY DEBRISTHROUGH ANY PORTION OF THE EXISTING BUILDING SHALL BE DONE UNDERSTRICT OBSERVATION OF THE OWNERS. ONLY THOSE ROUTES AND TIMESDESIGNATED BY OWNER SHALL BE ALLOWED.5. THIS SITE SHALL REMAIN IN OPERATION WHILE THIS WORK IS BEING DONE,COORDINATE WITH THE PROJECT MANAGER FOR THE PHASING OF THISWORK SO NOT TO INTERFERE WITH THE NORMAL OPERATION OF THIS SITE.6. AFTER DEMOLITION COORDINATE FOR THE PATCHING OF ALL WALL, FLOORAND ROOF OPENINGS IN ACCORDANCE WITH PROJECT MANAGER ANDSCHOOL. SEE ALL ARCHITECTURAL DRAWINGS FOR DETAILS.1. 8-1/2x11 BOOK SPECIFICATIONS SHALL FORM PART OFTHIS WORK.2. ALL DUCTWORK AND CEILING PENETRATION SHALL BECOORDINATED WITH EXISTING STRUCTURAL JOISTS ANDBEAMS. PROVIDE OFFSETS IN PIPES AND DUCTS TOAVOID CUTTING OF BEAMS AND JOISTS UNLESSINDICATED ON STRUCTURAL DRAWINGS.3. MAINTAIN CLEAR ACCESS TO SERVICE EQUIPMENT ANDOTHER ACCESSORIES REQUIRING SERVICE, VISUALINSPECTION OR HAND OPERATION. WHERE INDICATEDOR REQUIRED, PROVIDE ACCESS PANELS OF THE TYPESELECTED TO SUIT MATERIALS IN WHICH INSTALLED.4. ALL WORK SHALL BE DONE IN ACCORDANCE WITHLATEST APPLICABLE CODES AND REGULATIONS PERCALIFORNIA AND OTHER AUTHORITIES HAVINGJURISDICTION.5. THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC ANDSHOULD NOT BE SCALED EXISTING CONDITIONS ANDMAKE ADJUSTMENTS TO DIMENSIONS AS NECESSARY TOCOMPLETE THE WORK.6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITSAND SHALL ARRANGE FOR ALL INSPECTIONS ASREQUIRED.7. CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISESAND OBSERVE ALL CONDITIONS AND CIRCUMSTANCESUNDER WHICH THE WORK SHALL BE PERFORMED. NOALLOWANCES WILL BE MADE FOR ERRORS ORNEGLIGENCE IN THIS RESPECT.8. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THEIMPORTANCE OF PROPER SCHEDULING AND PHASING OFTHE WORK SO AS TO CAUSE MINIMUM DISTURBANCE TOTHE ACTIVITIES IN THE OTHER FLOORS AND AREASWHICH REMAIN OCCUPIED THROUGHOUT THE DURATIONOF THE CONTRACT. THE CONTRACTOR'S WORKSCHEDULE SHALL BE SUBMITTED TO AND APPROVED BYOWNER.9. CONTRACTOR SHALL PERFORM WORK ONLY AFTER THEGATHERING OF EXACT FIELD DIMENSIONS OF THEBUILDING STRUCTURE AND CEILINGS ETC. WHICH MAYAFFECT THE INSTALLATION OF THE NEW SYSTEMS.10. OTHER CONTRACTOR SHALL FULLY COORDINATE ALLWORK WITH OTHER TRADES TO ASSURE ALL WORK CANBE PROPERLY INSTALLED WITHOUT INTERFERENCE ORDELAY.11. CLEAN UP ALL WASTE AND DEBRIS AT THE END OF EACHWORKING DAY AND AT THE COMPLETE OF THE JOB.12. PRIOR TO STARTING WORK, SUBMIT SHOP DRAWINGSFOR ALL MECHANICAL EQUIPMENT & DUCTWORK PERSPECIFICATIONS.13. EXACT LOCATIONS OF ALL CEILING DIFFUSERS,REGISTERS, AND GRILLES SHALL BE COORDINATED WITHLIGHTING. CEILING DIFFUSERS SHALL HAVE A MINIMUMOF 36" FROM ANY FIRE ALARM DEVICES.14. CONTRACTOR SHALL MOUNT AND CONNECT EACH ITEMOF EQUIPMENT IN STRICT ACCORDANCE WITHMANUFACTURER'S RECOMMENDATION, CMC CHAPTER 6AND CBC SECTION 1632A.15. ALL OPENINGS IN WALLS, CEILINGS, AND FLOORSRESULTING FROM DUCT DEMOLITION SHALL BE CLOSEDAND FINISHED TO MATCH THE SURROUNDING.16. COORDINATE WITH PLUMBING TO PROVIDE CONDENSATEDRAIN LINES FOR ALL COOLING COILS.17. ALL SUPPLY AND RETURN DUCTWORK SHALL BEINSULATED PER TITLE-24 REQUIREMENT.18. PROVIDE VOLUME DAMPERS AT EACH BRANCH TAKE-OFFFROM MAIN SUPPLY RETURN, AND EXHAUST DUCTSERVING EACH AIR DEVICE.19. PROVIDE DIFFUSERS AND GRILLES WITH BLOWPATTERNS INDICATED ON THE DRAWING.20. WHEN REMOVING EXISTING DUCTWORK, GRILLES, ETC.,PATCH AND SEAL (WEATHER TIGHT IF NECESSARY) ALLWALL OPENINGS. REFER TO ARCHITECTURAL DRAWINGSFOR DETAILS.21. ALL EQUIPMENT WITH MOVING PARTS SHALL BEPROVIDED WITH FLEXIBLE DUCT AND PIPECONNECTIONS.22. CONTRACTOR SHALL VERIFY ALL CLEARANCES ANDAVAILABLE SPACE FOR DUCTWORK PRIOR TO ORDERINGAND/OR FABRICATING MATERIAL.23. EXACT LOCATIONS OF ALL CEILING DIFFUSERS,REGISTERS, AND GRILLES SHALL BE COORDINATED WITHLIGHTING. DRAWINGS SHALL BE USED ONLY FORGENERAL DUCT ROUTING AND AIR DISTRIBUTION.ACCESS DOORS SHALL BE PROVIDED ON ALL FIREDAMPERS, AUTOMATIC DAMPERS, MANUAL DAMPERS,AND BYPASS DAMPERS.24. NOTE THE CRITICAL SPACE AVAILABLE ABOVE CEILINGS.PROVIDE TRANSITION PIECES AT CROSSOVERS, UNDERBEAMS, OVER/UNDER PIPES, AS REQUIREACCOMMODATE DUCTS WITHIN SPACE AVAILABLE,PROVIDING EQUIVALENT DUCT SIZE TO THE DIMENSIONSHOWN. COORDINATE CLOSELY WITH OTHER SECTIONSTO REDUCE NECESSITY OF TRANSITIONS TO A MINIMUM.NO ADDITIONAL COSTS WILL BE PAID FOR ANY REQUIREDTRANSITIONS OR OTHER SPECIAL CHANGE SHAPEPIECES.25. UPON COMPLETION OF WORK, THE CONTRACTOR SHALLHAVE ALL AIR SYSTEMS BALANCED TO INDICATED AIRFLOW QUANTITIES BY A CERTIFIED AABC BALANCINGCONTRACTOR. PROVIDE POST-CONSTRUCTION AIRBALANCE REPORT.26. MAXIMUM LENGTH OF RUN OF FLEXIBLE DUCT SHALL NOTEXCEED 5'-0" FEET.1. COORDINATE WITH LIFE SAFETY CONTRACTOR FOR THE INTERCONNECTING NEW AIR ROOF MOUNTED PACKAGED UNITS AND CONDENSATEUNITS UNITS AS INDICATED ON EQUIPMENT SCHEDULE NOTES WITH THE BUILDING FIRE ALARM SYSTEM FOR SHUT DOWN UPON A SIGNALFROM THE FIRE ALARM SYSTEM.DEMOLITION NOTESGENERAL NOTESLIFE SAFETY CONTROL NOTESSHEET INDEX1. ALL THERMOSTATS SHALL HAVE A DEADBAND BETWEEN HEATING ANDCOOLING, CAPABLE OF ADJUSTMENT UP TO 10°F.2. ALL EQUIPMENT DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELYFIXED IN PLACE IN ACCORDANCE WITH SEISMIC REQUIREMENTS.3. REQUIRED ROUTINE MAINTENANCE ACTION SHALL BE CLEARLY STATED ANDINCORPORATED ON A READILY ACCESSIBLE PERMANENT WEATHERPROOFLABEL. THE LABEL MAY BE LIMITED TO CROSS-REFERENCING THEMAINTENANCE MANUAL IF SUCH MAINTENANCE ACTION IS DESCRIBEDTHEREIN FOR THE LABELED ITEM.4. AIR-HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED,SEALED, AND INSULATED AS PROVIDED IN THE LATEST EDITION OF THEUNIFORM MECHANICAL CODE CHAPTER 6 OR SMACNA GUIDELINES AS AMINIMUM.5. ALL EQUIPMENT SHALL CONFORM TO AND BE CERTIFIED IN ACCORDANCEWITH THE APPLICABLE STANDARDS AND THE REQUIREMENTS FOR SUCHDEVICES GIVEN IN THE PLANS AND SPECIFICATIONS APPROVED BY THELOCAL ENFORCEMENT AGENCY.6. ALL EQUIPMENT SHALL BE LABELED AS TO FUNCTION AND SPACES SERVED.(SEE SCHEDULE)TITLE 24 NOTESCONSTRUCTION SHALL COMPLY WITH THE FOLLOWING PARTS OF TITLE 24,CALIFORNIA CODE OF REGULATIONS (CCR):PART 1 2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODEPART 2 2019 CALIFORNIA BUILDING CODE (CBC) VOLUME 1 AND 2PART 3 2019 CALIFORNIA ELECTRICAL CODE (CEC)PART 4 2019 CALIFORNIA MECHANICAL CODE (CMC)PART 5 2019 CALIFORNIA PLUMBING CODE (CPC)PART 6 2019 CALIFORNIA ENERGY CODE (CEC)PART 7 CURRENTLY VACANTPART 8 2019 CALIFORNIA HISTORICAL BUILDING CODEPART 9 2019 CALIFORNIA FIRE CODE (CFC)PART 10 2019 CALIFORNIA EXISTING BUILDING CODEPART 11 2019 CALIFORNIA GREEN BUILDING STANDARDS CODEPART 12 2019 CALIFORNIA REFERENCED STANDARDSPARTIAL LIST OF APPLICABLE STANDARDS:2013 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDSCHAPTERS 35 AND 45.NFPA 13, AUTOMATIC SPRINKLER SYSTEMS (CALIFORNIA AMENDED) 2016 EDITIONNFPA 14, STANDPIPE SYSTEMS (CALIFORNIA AMENDED) 2016 EDITIONNFPA 17, DRY CHEMICAL EXTINGUISHING SYSTEM 2013 EDITIONNFPA 17A, WET CHEMICAL SYSTEMS 2013 EDITIONNFPA 20, STATIONARY PUMPS 2016 EDITIONNFPA 24, PRIVATE FIRE MAINS (CALIFORNIA AMENDED) 2016 EDITIONNFPA 72, NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) 2013 EDITION(NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES")NFPA 80, FIRE DOOR AND OTHER OPENING PROTECTIVES 2016 EDITIONNFPA 253, CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2015 EDITIONNFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2015 EDITIONREFERENCE CODE SECTION FOR NFPA STANDARDS-2001 CBC (SFM) 3504.1CODE STANDARDSM-1.0 HVAC FRONT SHEETM-1.1 HVAC SYMBOLS AND ABBREVIATIONSM-1.2 HVAC SCHEDULESM-2.1 HVAC DEMOLITION FLOOR PLANM-2.2 HVAC DEMOLITION ROOF PLANM-3.1 HVAC CONSTRUCTION FLOOR PLANM-3.2 HVAC CONSTRUCTION ROOF PLANM-4.1 HVAC DETAILSM-4.2 HVAC DETAILSM-4.3 HVAC DETAILSM-4.4 HVAC DETAILSM-4.5 HVAC DETAILSM-4.6 HVAC DETAILSM-5.1 HVAC T-24PROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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DESCRIPTIONABBR.AC AIR CONDITIONING UNITAD ACCESS DOORAF AIR FILTERAFF ABOVE FINISHED FLOORAFM AIR FLOW MEASURING DEVICEAPD AIR PRESSURE DROPBAS BUILDING AUTOMATION SYSTEMBDD BACK DRAFT DAMPER (WEIGHTED)CC COOLING COILCD CEILING DIFFUSERCFM CUBIC FEET PER MINUTECLG CEILINGCOND CONDENSATE, CONDENSERCU CONDENSING UNITCSFD COMBINATION FIRE/SMOKE DAMPERDB DECIBELSDBT DRY BULB TEMPERATUREDDC DIRECT DIGITAL CONTROLDIA DIAMETERDN DOWNEA EACH, EXHAUST AIREF EXHAUST FANEG EXHAUST GRILLEER EXHAUST REGISTERESP EXTERNAL STATIC PRESSURE(E) EXISTINGFCU FAN COIL UNITFD FIRE DAMPERFPM FEET PER MINUTEFT FEETFV FACE VELOCITYHZ HERTZHPU HEAT PUMP UNITHP HORSE POWER, HEAT PUMPID INSIDE DIAMETERIN INCHESIN. W.C. INCHES OF WATER COLUMNIFM INDOOR FAN MOTORLBS POUNDSLRA LOCKED ROTOR AMPSMAX MAXIMUMMBH ONE THOUSAND BTUHMCA MINIMUM CIRCUIT AMPSMOCP MAXIMUM OVERCURRENT PROTECTIONMIN MINIMUMMISC MISCELLANEOUSMVD MANUAL VOLUME DAMPERN/A NOT APPLICABLENIC NOT IN CONTRACTNK NECKNTS NOT TO SCALEOSA OUTSIDE AIROAI OUTSIDE AIR INTAKE(R) RELOCATEDRA RETURN AIRRAG RETURN AIR GRILLEREFG REFRIGERANT, ATIONRG RETURN GRILLERH RELATIVE HUMIDITYRLA RATED LOAD AMPSRM ROOMRPM REVOLUTIONS PER MINUTERR RETURN REGISTERSA SUPPLY AIRSD SMOKE DAMPERSHR SENSIBLE HEAT RATIOSG SPECIFIC GRAVITYSP STATIC PRESSURESPEC SPECIFICATIONSSPS STATIC PRESSURE SENSORSR SUPPLY REGISTERSUCT SUCTIONTD TEMPERATURE DIFFERENCETEMP TEMPERATURET THERMOSTATTYP TYPICALTSP TOTAL STATIC PRESSUREUON UNLESS OTHERWISE NOTEDV VOLTVENT VENTILATION, VENTVERT VERTICALVTR VENT THROUGH ROOFW/ WITHW WATTWBT WET BULB TEMPERATUREW.G. WATER GAUGECHECK VALVEBALL VALVEBUTTERFLY VALVEEXISTING REFRIGERATION PIPINGPIPE CONTINUESELBOW TURNED UPELBOW TURNED DOWN10x8Ø10x8FLAT OVAL DUCTWORKCFSDNK=R/DNK=AND VOLUME DAMPERTRANSITION ON CENTERFLEXIBLE CONNECTOR VOLUME DAMPERSQUARE-THROATED TEEVOLUME DAMPERRADIUS ELBOWRADIUS TEEETC TO BE REMOVED(E)D.L.TEXISTING TO REMAINDOOR LOUVERNK=CFSDR/DNK= 8ØRECTANGULAR-TO-ROUND TRANSITIONTAKE-OFF TAP TO RECTANGULAR DUCTCOMBINATION FIRE SMOKE DAMPER (CFSD)CONICAL TAP TO RECTANGULAR DUCT ANDTRANSITION WITH FLAT SIDECHANGE IN ELEVATION WITH RELATION TO AIR FLOWSQUARE-THROATED ELBOW W/TURNING VANESRECTANGULAR DUCTWORK (WIDTH X DEPTH)RECTANGULAR DUCTWORK (WIDTH X DEPTH)ROUND DUCTWORK (SIZE, DIAMETER)ACOUSTICALLY LINED DUCTWORKROUND CEILING DIFFUSER POINT OF CONNECTION BETWEEN NEW AND EXISTINGDEMOLITION SYMBOL FORTHERMOSTAT/TEMPERATURE SENSORSDETAIL REFERENCE, DETAIL 1, SHEET NUMBER M301RECTANGULAR EXHAUST GRILLERECTANGULAR RETURN AIR GRILLERECTANGULAR CEILING DIFFUSER 4-WAY THROWEXISTING DUCTWORK TO REMAINRETURN GRILLE WITH ACOUSTICALLY LINED BOOTEXISTING EQUIPMENT, PIPING, DUCTWORK, EQUIPMENT TAG, DESCRIPTION AC,ROOFTOP PACKAGE GAS/ELECTRIC UNITACX1M-4.1DIFFUSER/REGISTER TAGDIFFUSER/REGISTER TYPE (CD/GR/WR), CFM (500)BACKDRAFT DAMPERBDDBDDFDFDFIRE DAMPER (FD)CD-1500EXHAUST DUCT RISERRETURN DUCT RISER IN PLANSUPPLY DUCT RISER IN PLANACCESS REQUIRED FOR EQUIPMENT SERVICEMECHANICAL LEGENDABBREVIATIONSHATCHED IS MINIMUM CODE AND RECOMMENDEDMANUFACTURERS REQUIRED SERVICE CLEARANCES SPASTAINLESS STEEL FLEXIBLE CONNECTIONSUPPLY COOLING OR HEATING WATER PIPINGRRETURN COOLING OR HEATING WATER PIPINGDDRAIN PIPINGCFSCHEMICAL FEED SUPPLY PIPINGCFRCHEMICAL FEED RETURN PIPINGPDIRECTION OF FLOWPRESSURE INDEPENDENT VALVETHREE WAY VALVECIRCUIT SETTERTHERMOSTAT WITH SHUT-OFF VALVEPRESSURE GAUGE WITH SHUT-OFF VALVEAUTOMATIC AIR RELIEF ASSEMBLYPOINT OF DISCONNECTPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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SUPPLY FAN DATA& MODEL NUMBERMANUFACTURERSYMBOLLOCATIONDRIVE GAS-ELECTRIC ROOFTOP UNIT SCHEDULE(MBH).S.P.IN. W.G.TOTALCOOLINGSENSIBLE(MBH)EATDB WBOUTPUTINPUTDBLATWB(MBH)GAS HEATINGMCAPACKAGED UNIT ELECTRICAL DATAFLAVOLTSHERTZPHASEPOWER(LBS)WT.OPER.ACBHPRLAMOCPCFMREFRIGERANTREMARKSAC-1ROOFBELT1.5501.8394.4883.068767COMP.(S)2.8+2.8 20254002,800UNITSIZE(TONS)7.5SEE NOTES BELOWAC-2AC-3AC-459.5355.96EVAP15.00 12.6IEER EER#1 7.10#2 4.70MCAMODULATING ECONOMIZER WITH POWER EXHAUSTFLAVOLTSHERTZPHASEPOWERMOCPHP2MIN.OSACFMNOTES:1. PROVIDE FOR AUTOMATIC SHUT-OFF FOR SMOKE CONTROL OF THE NEW AIR HANDLING SYSTEM PER 2016CALIFORNIA MECHANICAL CODE SECTION 608.1. UPON DETECTION OF SMOKE, THE UNIT SMOKE DETECTORWILL SEND A SIGNAL TO THE FIRE ALARM CONTROL PANEL WHICH WILL SHUT OFF THE SUPPLY FAN. THESMOKE DETECTOR WILL HAVE AN AUXILIARY CONTACT TO CONNECT TO THE LIFE SAFETY SYSTEM.2. PROVIDE UNIT WITH MERV 13 FILTER.3. UNITS ARE EQUIPPED WITH OUTSIDE AIR MODULE. MINIMUM OUTSIDE AIR TO BE SET DURING FINAL AIRBALANCE.4. PROVIDE WITH CANFAB MODULATING POWER EXHAUST/ECONOMIZER. POWER EXHAUST IS POWERED FROMSEPARATE ELECTRICAL CONNECTION AS SHOWN ABOVE.5. PROVIDE AC UNIT WITH A NEW WALL MOUNTED PROGRAMMABLE ELECTRONIC (DIGITAL DISPLAY)THERMOSTAT. NEW THERMOSTAT SHALL REPLACE EXISTING THERMOSTAT SERVING THIS AC UNIT IN THESAME LOCATION. CONTRACTOR SHALL PROVIDE NEW CONTROL WIRING AND CONDUIT BETWEEN AC UNIT ANDTHERMOSTAT.6. PRIOR TO ORDERING NEW EQUIPMENT FIELD VERIFY EXISTING REMOVED EQUIPMENT SA AND RA OPENINGSLOCATIONS WITH NEW EQUIPMENT SA AND RA OPENINGS.7. ALIGN AND CONNECT NEW SA AND RA DUCTWORK TO EXISTING ORIGINAL DUCTWORK UP FROM BELOW.CONTRACTOR SHALL VERIFY LOCATION AND SUITABILITY OF EXISTING DUCTWORK PRIOR TO NEW WORKEXTEND AND REPAIR EXISTING DUCTWORK AS NECESSARY AND RECONNECT TO NEW DUCTWORK.8. UNIT WEIGHTS, MOUNTING, AND ANCHORAGE MUST BE REVIEWED AND APPROVED BY STRUCTURAL ENGINEER.9. PROVIDE AC-1,AC-2, AND AC-4 WITH REMOTE CO2 SENSORS MOUNTED NEXT TO THERMOSTAT FOR DEMAND CONTROL VENTILATION.10. PROVIDE ALL UNITS WITH CO SENSOR INTERLOCKED TO FIRE ALARM PANEL FOR SHUT-OFF SEE FIRE ALARMDRAWING FOR CONTINUATION.TRANEYHC092F4RLA-K7E1,800ROOFBELT1.6505.26166.06147.20906833451,3505,00012.562.7457.40 15.0012.18.6 10.75 19.3553,520ROOFBELT0.9301.54115.04102.86816522251304,0001057.1955.07 15.2012.44.0 5.0 9.022,025GRADEFLOOR1.1508.44292.29231.85806754701,39010,00058.5357.61 15.00 10.68.6 10.75 19.355460 3 60460360R-4103,650TRANEYHD150G4RLB-K9ETRANEYHC120FA-RLA-K7E25TRANEYHH300G4RLB-07E250,000175,000200,000140,000#1 8.20#2 8.201.8+11.0460360R-410150,000105,000120,00084,000#1 8.20#2 6.001.5+1.5460 3 60150,000100,000120,00080,000460 3 601.35+7.60#1 12.80#2 6.10460360R-410120,000 96,0004603604.0 5.0 9.0460360R-410& MODEL NUMBERMANUFACTURERCANFAB6144-MPECANFAB6110-MPECANFAB6146-MPECANFAB6114-MPEREMARKSFC-1R-410A6225COOL CAP MBHNOMINALFAN COIL UNIT SCHEDULECAP. MBHHEAT PUMPFLASEE NOTES 1-414.0SYMBOL SERVICELOCATIONMFG'RTRANEMODEL4TWR4036G1TOTALCOOLING CAP.MBH35.225.4VOLTS460Ø3MCARLA4.3LRA31.0SEER REFRIGWT.LBS.CONDENSATE UNIT SCHEDULECOMPRESSORHEATING CAP.MBHSYMBOLSERVICEMODELTEM4A0B37S31CFM1,100EXT. (")W.G0.80D.B. W.B.HP/W1/2MOCP15MCAMOCP3.0152.635.233.0ELECT. DATAENT. AIR °FELECTRICAL DATA @ 60HZ.WT.LBS.140OSAMIN.KITCHEN TRANEMAKEROOFFC1HP1TYPE230-1-60POWER80 65150SUSPENDEDHORIZONTALREMARKS1. PROVIDE LOW AMBIENT KIT AND T-24 COMPLIANT THERMOSTAT.2. HEAT PUMP UNIT SHALL BE MOUNTED ON LEVELED PLATFORM ON ROOF.3. PROVIDE SUCTION AND LIQUID REFRIGERANT LINES BETWEEN FAN COIL AND HEAT PUMP UNIT. SIZE PER MANUFACTURER RECOMMENDATIONS.4. PROVIDE ALL PIPING WITH R-8 INSULATION AND ALL EXTERIOR PIPING WITH EXTERIOR JACKET PROTECTION.SEE NOTES 1-21. PROVIDE SUCTION AND LIQUID REFRIGERANT LINES BETWEEN FAN COILAND HEAT PUMP UNIT. SIZE PER MANUFACTURER RECOMMENDATIONS.2. PROVIDE UNIT WITH THROW AWAY FILTERS MERV 13.NOTES:1. WIRING AND INSTALLATION SHALL BE MANUFACTURER'S RECOMMENDATION.2. PROVIDE WITH EPOXY POWDER COATING WITH UV PROTECTION FAN SPEED CONTROLLER, BACKDRAFT DAMPER, MOTOR COVER, AND BELT COVER.3. PROVIDE AUTOMATIC SHUTDOWN OF SUPPLY FAN AND DUCT SMOKE DETECTOR PER CMC 608. FAN SHALL BE CONNECTED TO BUILDING FIRE ALARM SYSTEM. FIREALARM CONTRACTOR SHALL MAKE FINAL CONNECTION OF THE FIRE ALARM SYSTEM TO FAN.4. PROVIDE WITH BACKDRAFT DAMPER, EPOXY POWDER COATING WITH UV PROTECTION, ROOF CURB, SPRING FLOOR VIBRATION ISOLATORS AND FILTER BOXWITH MERV 13 FILTERS, AND FAN SPEED CONTROLLER.5. THIS DESIGN IS BASED ON SPECIFIC EQUIPMENT MANUFACTURERS SUCH AS "LOREN COOK". CHANGING EQUIPMENT DURING CONSTRUCTION MAY IMPACT THE PLANCHECK APPROVAL, DESIGN, SCHEDULE AND COST OF THE PROJECT. IF THE CONTRACTOR SUBSTITUTES EQUIPMENT FROM A MANUFACTURER OTHER THANTHE ONES SPECIFIED ON THE PLANS, THEY ARE RESPONSIBLE FOR ANY ISSUES THAT MAY OCCUR, SUCH AS, BUT NOT LIMITED TO, PLANCHECK RE-SUBMITTAL, REDESIGN EFFORTS ASSOCIATED WITH EQUIPMENT SIZE, ROUTING, CONNECTIONS, POWER, WEIGHT CHANGES, STRUCTURAL ISSUES, ETC6. PROVIDE WITH "GEMINI" ISOLATOR KIT AND FAN SPEED CONTROLLER, INTERLOCK WITH AC-3 FOR CONTINUOUS OPERATION DURING OCCUPIED HOURS.7. PROVIDE WITH "GEMINI" ISOLATOR KIT AND FAN SPEED CONTROLLER, INTERLOCK WITH LIGHT SWITCH.FAN SCHEDULENOTES:SYMBOLMANUFACTURERAND MODEL NO.SERVICE LOCATIONCFMDRIVEDUTYE.S.P.IN. W.G.HP/WFANRPMMOTORVOLTSPHELECTRICALHZOPERATINGWEIGHT(LBS.)NOTESEFEF-1150COOK12AFBC60KITCHENDISHWASHER5001.52840 115 1ROOFBELT1-EF-2KITCHEN RANGEHOOD3300ROOFEF-3JANITORROOM 116EF-41,2,5EF-5WOMENROOM 109SF-1ROOFKITCHENSUPPLY AIRELECTRICALROOM 103CEILINGEF-6MENROOM 108COOK16AFBCCOOKGC-148COOK622COOK100ASP-TCEILING190602.253232 460 3BELT3-1300.251069DIRECT-441,5,7130354100.251281DIRECT-119353701189-1082506026401208 460 31.5-1,3,4,5DATAROOM 50FC2FC-2ROOFCU2NOTES:SEE NOTES 1-4SEE NOTES 1-2PKA-A18HA7380NA30W1.0-0.3318.0NA35MITSUBISHINAWALLMOUNTEDMITSUBISHI1112.018.50281157.0NAPUZ-A18NKA718.0SEE NOTES 1-10SEE NOTES 1-10SEE NOTES 1-8, 10SEE NOTES 1-102301R-410A80 67230-1-60BELT1.0ANCHORINGDETAIL1/M4.61/M4.21/M4.31/M4.4ANCHORINGDETAIL1/M4.5CEILINGCEILING1,2,5COOK62260115 10.25DIRECT60115 12060115 10.251069-442060115 1DIRECT1,5,61,5,61,5,7COOKGC-148EXT.PROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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112233445566778899101011111212AABBCCDDEEFFGGHHLNMSTORAGE31CONFERENCEROOM32MULTIPURPOSEROOM33bPRESCHOOLROOM38STORAGE63STORAGE48KITCHEN47STORAGE60STORAGE51DATA50MULTIPURPOSEROOM46WOMEN'SRESTROOM33fMEN'SRESTROOM33gSTAFF OFFICE41STAFF OFFICE42GYMNASIUM--OFFICE61OFFICE62HALLWAY33k1300CFM1300CFM1300CFM1300CFM1300CFM1300CFM1300CFM1300CFM26Ø26Ø12Ø12Ø12Ø18Ø18" Ø700 CFM16Ø20Ø12Ø24Ø28Ø22Ø20Ø16Ø12Ø12Ø18Ø40x18800CFM20Ø20Ø18Ø12Ø14Ø750CFM750CFM800 CFM14Ø18Ø26Ø20Ø14Ø26Ø36x1836x18100 CFM28Ø12Ø40x18AC4700 CFM 700 CFM 700 CFM700 CFM700 CFM700 CFM700 CFM250CFM250CFM10Ø10Ø350 CFM12x12FC1EF49Ø10Ø20x18EF3400CFM400CFM150CFM10Ø18x1810Ø14Ø14Ø12Ø12Ø16Ø16Ø14Ø20Ø10Ø10Ø16Ø16Ø14Ø10Ø10Ø745CFM500CFM400CFM350CFM400CFM1025CFM1025CFM400CFM350CFM20ØNO HVAC SCOPE INTHIS AREA.UP TO AC-2DUCT UP TOAC-1EXISTING SA AND RAUP TO EXISTING AC-2ON ROOFEXISTING SA AND RAUP TO EXISTING AC-3ON ROOFSF-1DUCT UP TOEF-214ØREMOVE EXISTING GRADE MOUNTED PACKAGE UNIT,SUPPLY AND RETURN AIR PLENUM, CURB, AND ALLRELATED ACCESSORIES.DISCONNECT EXISTING SIDE DISCHARGED SUPPLY AIRAND RETURN AIR DUCTS. TEMPORARILY CAPREMAINING DUCTS.REMOVE EXISTING FAN COIL UNIT AND RELATEDACCESSORIES INCLUDING PIPING. CORRESPONDINGSUPPLY AND RETURN AIR DUCTS TO REMAIN.REMOVE EXISTING REFRIGERANT PIPING.CUT AND CAP EXISTING 14"Ø SUPPLY DUCT. ABANDONREMAINING DUCT AND SUPPLY DIFFUSER IN PLACE.CUT AND CAP EXISTING 20"Ø RETURN DUCT. ABANDONREMAINING DUCT AND RETURN REGISTER IN PLACE.CUT AND CAP EXISTING 9"Ø SUPPLY DUCT. ABANDONREMAINING DUCT AND SUPPLY DIFFUSER IN PLACE.REMOVE EXISTING WALL MOUNTED FAN COIL UNIT ANDRELATED ACCESSORIES.REMOVE EXISTING INLINE CEILING MOUNTED EXHAUSTFAN AND ALL RELATED ACCESSORIES. EXISTINGEXHAUST DUCT TO REMAIN.DEMOLITION KEY NOTESABABBSHEET NOTES1. CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK2. ALL ROOF PENETRATIONS SHALL BE WATER TIGHT.3. ALL EXISTING DUCT WORK TO REMAIN UNLESSOTHERWISE NOTED.4. ALL CONDENSATE DRAIN PIPING TO BE INSULATED.5. ALL WORK IS TO BE DONE PER ROOF WARRANTY REQUIREMENTS.6. CONTRACTOR SHALL RESTORE AND REPAIR ANY DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED BEFORE CONSTRUCTION.7. CONTRACTOR TO EXERCISE ALL EXISTING DAMPERSTO PROPER WORKING CONDITIONS. REPAIR ANDREPLACE AS REQUIRED.8. REMOVE ALL EXISTING CONTROL SYSTEMS INCLUDING BUT NOT LIMITED TO CONDUIT WIRES, SUPPORT, ETC..C16ØD50CFM350CFMCDEEE10Ø750 CFMFF750 CFM190CFM210CFM200CFM180CFM300CFM200 CFM350 CFM300 CFM10Ø10ØEF610 Ø8Ø14Ø9Ø16x810Ø24x12300 CFM24"x14"12Ø8Ø10Ø9Ø350 CFM9Ø10Ø14Ø24x1212ØAC-3400CFM350 CFM12Ø10Ø300 CFM350 CFM16ØGGFC2HHIEF5IIIEF1II14Ø24x42 SUPPLYRISER TOREMAIN24x42 RETURNRISER TOREMAINDPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BY12/06/201918-090CITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA930211Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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CNHAEMCBACKCHECK PC SUBMITTAL 05/20/2020M-2.1HVAC DEMOLITIONFLOOR PLAN1/8" = 1'-0"PFSPSCALE:1HVAC DEMOLITION FLOOR PLAN1/8"=1'-0"Page 98 of 130414
NO HVAC SCOPE INTHIS AREA.112233445566778899101011111212AABBCCDDEEFFGGHHLNMAC2AC3CU2AC1SF1HP1AC2EF1EF2EXISTINGROOF CAPSERVING EF-3AND EF-4 TOREMAINEXISTINGTO REMAINEXISTINGTO REMAINAC3EXISTINGCOMBUSTIONAIR VENTTO REMIANABABREMOVE EXISTING ROOF TOP PACKAGED UNIT, CURB,AND ALL RELATED ACCESSORIES.DISCONNECT EXISTING SUPPLY AIR AND RETURN AIRDUCTS AND FLEX CONNECTIONS TO EXISTING ROOFMOUNTED PACKAGE UNITS. EXISTING SUPPLY ANDRETURN AIR DUCTS RISERS TO REMAIN.REMOVE EXISTING OUTDOOR CONDENSING UNIT ANDALL RELATED ACCESSORIES INCLUDING PIPING.REMOVE EXISTING ROOF TOP PACKAGE UNIT AND ALLRELATED ACCESSORIES. EXISTING ROOF CURB TOREMAIN FOR NEW UNIT REPLACEMENT.REMOVE EXISTING ROOF TOP SUPPLY FAN, ROOFCURB, AND ALL RELATED ACCESSORIES. EXISTINGSUPPLY DUCT RISER TO REMAIN.REMOVE EXISTING ROOF TOP EXHAUST FAN AND ALLRELATED ACCESSORIES. EXISTING EXHAUST DUCTAND MOUNTING PLATFORM TO REMAIN.REMOVE EXISTING REFRIGERANT PIPING.DEMOLITION KEY NOTESABBDEXISTING3Ø VENTTO REMAINEXISTING2Ø VENTTO REMAINEXISTINGROOF CAPSERVING EF-5TO REMAINEXISTINGROOF CAPSERVING EF-6TO REMAINEXISTING3Ø VENTTO REMAINROOFACCESSCCDCEEFFFSHEET NOTES1. CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK2. ALL ROOF PENETRATIONS SHALL BE WATER TIGHT.3. ALL EXISTING DUCT WORK TO REMAIN UNLESSOTHERWISE NOTED.4. ALL CONDENSATE DRAIN PIPING TO BE INSULATED.5. ALL WORK IS TO BE DONE PER ROOF WARRANTY REQUIREMENTS.6. CONTRACTOR SHALL RESTORE AND REPAIR ANY DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED BEFORE CONSTRUCTION.7. CONTRACTOR TO EXERCISE ALL EXISTING DAMPERSTO PROPER WORKING CONDITIONS. REPAIR ANDREPLACE AS REQUIRED.8. REMOVE ALL EXISTING CONTROL SYSTEMS INCLUDING BUT NOT LIMITED TO CONDUIT WIRES, SUPPORT, ETC..GGPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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CNHAEMCBACKCHECK PC SUBMITTAL 05/20/2020M-2.2HVAC DEMOLITIONROOF PLAN1/8" = 1'-0"PFSPSCALE:1HVAC DEMOLITION ROOF PLAN1/8"=1'-0"Page 99 of 130415
112233445566778899101011111212AABBCCDDEEFFGGHHLNMSTORAGE31CONFERENCEROOM32MULTIPURPOSEROOM33bPRESCHOOLROOM38STORAGE63STORAGE48KITCHEN47STORAGE60STORAGE51DATA50MULTIPURPOSEROOM46WOMEN'SRESTROOM33fMEN'SRESTROOM33gSTAFF OFFICE41STAFF OFFICE42GYMNASIUM--OFFICE61OFFICE62HALLWAY33k1250CFM26" Ø26" ØAC4KEY NOTESPROVIDE NEW PACKAGE UNIT AND NEW CURB ANDMOUNT ON GRADE. VERIFY EXACT LOCATION.CONNECT EXISTING SUPPLY AND RETURN DUCT TOUNIT WITH FLEXIBLE CONNECTION. MAKE TRANSITIONSAS NECESSARY.RE-BALANCE DIFFUSER TO INDICATED CFM SEE FLOORPLAN.PROVIDE NEW CEILING MOUNTED INLINE EXHAUST FAN.RECONNECT NEW FAN TO CORRESPONDING EXHAUSTDUCT MAKE TRANSITIONS AS NECESSARY.PROVIDE NEW WALL MOUNTED FAN COIL WITH ALLRELATED ACCESSORIES RUN ALL NEW PIPING ASREQUIRED.RUN NEW 3/4" RS AND 3/8" RL REFRIGERANT PIPING.PROVIDE NEW WALL FAN COIL WITH ALL RELATEDACCESSORIES. PROVIDE ACCESS PANEL.1212190CFM12Ø12Ø12Ø18Ø18" Ø600 CFM16Ø20Ø12Ø24Ø28Ø22Ø20Ø16Ø12Ø12Ø18Ø40x18650 CFM20Ø20Ø18Ø12Ø14Ø650 CFM14Ø18Ø26Ø20Ø210CFM200CFM180CFM300CFM14Ø26Ø36x1836x1828Ø12Ø150 CFM350 CFM40x18300 CFM10Ø10Ø10Ø8Ø600 CFM 600 CFM 600 CFM600 CFM600 CFM600 CFM14Ø9" Ø16x810Ø24x12200 CFM24x1412Ø8Ø10Ø9Ø200 CFM9Ø10Ø14Ø24x1212Ø10Ø10Ø250 CFM12x12FC110Ø20x18250CFM250CFM10Ø18x1810ØAC-2AC-3EF-214Ø200CFM16Ø250CFM650 CFM331250CFM1250CFM1250CFM1250CFM1250CFM1250CFM1250CFMTYPICAL 3TYPICALAC-1SF-1100CFM3350CFM50CFM650 CFM3TYPICAL 4 350CFM3600 CFM3TYPICAL 8 3350 CFM312Ø10Ø333TYPICAL 4300 CFM350 CFM12x1612x1616Ø400 CFM314Ø14Ø12Ø12Ø16Ø16Ø14Ø20Ø10Ø10Ø16Ø16Ø14Ø10Ø10Ø745CFM500CFM400CFM350CFM400CFM1025CFM1025CFM400CFM350CFM20ØNO HVAC SCOPE INTHIS AREA.EXISTING SA AND RAUP TO EXISTING AC-2ON ROOFEXISTING SA AND RAUP TO EXISTING AC-3ON ROOF10Ø14ØEF4EF3EF6FC25EF544444150 CFM5224x42SUPPLYRISER24x42RETURNRISER3TYPICAL 4 TTTTTTCO266677CO2CO2PROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BY12/06/201918-090CITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA930211Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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CNHAEMCBACKCHECK PC SUBMITTAL 05/20/2020M-3.1HVACCONSTRUCTIONFLOOR PLAN1/8" = 1'-0"PFSPSCALE:1HVAC CONSTRUCTION FLOOR PLAN1/8"=1'-0"Page 100 of 130416
112233445566778899101011111212AABBCCDDEEFFGGHHLNMKEY NOTESPROVIDE NEW ROOFTOP PACKAGE UNIT PROVIDE NEWCURB ADAPTER. VERIFY EXACT LOCATION.RECONNECT TO EXISTING SUPPLY AND RETURN DUCTMAKE TRANSITIONS AS NECESSARY.PROVIDE NEW ROOFTOP PACKAGE UNIT PROVIDE NEWROOF CURB. VERIFY EXACT LOCATION.PROVIDE NEW CONDENSING UNIT WITH ALL RELATEDACCESSORIES SERVING FC-1.PROVIDE NEW INLINE EXHAUST FAN CONNECT TOEXISTING EXHAUST DUCT MAKE TRANSITIONS ASNECESSARY.PROVIDE NEW CONDENSING UNIT WITH ALL RELATEDACCESSORIES SERVING FC-2.PROVIDE NEW SUPPLY FAN WITH ALL RELATEDACCESSORIES. CONNECT TO EXISTING SUPPLY RISERPROVIDE TRANSITIONS AS NECESSARY.RUN NEW 3/4" GAS AND 3/8" LIQUID REFRIGERANTPIPING DOWN TO INDOOR FAN COIL.EXTEND EXISTING ROOF CAP SERVING EF-3 AND EF-4TO MAINTAIN A 10'-0" CLEARANCE FROM ANY FORCEAIR INTAKE.12NO HVAC SCOPE INTHIS AREA.AC2AC3CU2AC1SF1HP1AC2EF1EF2EXISTINGTO REMAINEXISTINGTO REMAINAC3232312EXISTING3"Ø VENTTO REMAINEXISTING2"Ø VENTTO REMAINEXISTINGROOF CAPSERVING EF-5TO REMAINEXISTINGROOF CAPSERVING EF-6TO REMAINEXISTING3"Ø VENTTO REMAINROOFACCESS34455566748899PROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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CNHAEMCBACKCHECK PC SUBMITTAL 05/20/2020M-3.2HVACCONSTRUCTIONROOF PLAN1/8" = 1'-0"PFSPSCALE:1HVAC CONSTRUCTION ROOF PLAN1/8"=1'-0"Page 101 of 130417
MOUNTING HEIGHTOVER OBSTRUCTIONTOP OF THERMOSTAT,SWITCH, OUTLET,CONTROLFINISHED FLOORTHERMOSTAT, SWITCH,OUTLET, CONTROLFINISHED FLOORSCALENONE4SCALENONE1SCALENONE7CONTROL INSTALLATION DETAILDIRECTORY VOLUME 2.DIRECTORY VOLUME 2.ESCHUTEON (TYP.)CENTER PIPE IN SLEEVEPACKING MATERIALSEAL SLEEVE WITH CAULKNOTE:IN CONCRETE FIRE RATED WALLS PROVIDE "3M" U.L. TESTEDSYSTEM #CAJ1044. INSTALL PER U.L. FIRE RESISTANCEIN GYPSUM FIRE RATED WALLS PROVIDE "3M" U.L. TESTEDSYSTEM #WL1001. INSTALL PER U.L FIRE RESISTANCEPROVIDE ACOUSTIC SEALANT AT PENETRATION (SIM). PIPE DIMENSION-2" DIA. MAX.PIPING PENETRATION DETAILROOF MOUNTED SUPPLY FAN DETAILFAN COIL UNITR.S.R.L.FILTERSFLEX CONN.(TYP.)LINED S.A.PLENUMLINED R.A.PLENUMCOND DRAINSEE PLBG DWGSSECONDARYCONDENSATEDRAIN DAYLIGHTTHROUGH CEILINGWHERE OCCURSOSACLG22 GA SSTSCALENONE5SCALENONE2SCALENONE8FAN COIL UNIT DETAIL20 GAUGEGALVANIZEDAWAY FROMSLOPE PIPESBY G.C.WOOD CURBSEAL WITHCOLLARBASE FLASHINGSUCTIONHOODROOF CONSTRUCTIONWOOD CANTINSULATIONSUCTION LINESHEET METALHOODMASTICSHEET METALSCALENONE6SCALENONE3DX PIPING THROUGH ROOF PENETRATION DETAILSIDE VIEWTHRU STUD WALLRL, RS, & CD LINES FROM BACK OF UNIT REAR VIEWBY UNIT MANUFACTURERSUPPORT ANGLE IN UNIT PROVIDED BY MANUFACTURERHANGING BRACKET PROVIDED FC-BY UNIT MANUFACTURERBOLTS OR SCREWS PROVIDED AT (4)LOCATIONS WITH (4) SECURE BRACKET TO STUDS WALL FAN COIL MOUNTING DETAILSECURE PIPE CLAMPBOLT, NUT & WASHERTO ANGLE WITH 1/4"ØPIPE CLAMP- TYPICALHIGH DENSITY INSULATION INSERT LOWER HAFT OF PIPE1 1/2"x1 1/2" ANGLETYPICAL20 GA. G.I. SADDLE CONNECTION TO RIGID STRUCTURE SECURE TO NEAREST TYPICAL1/2"Ø HANGER ROD STRUCTURETYPICALPIPING WITH INSULATIONPIPING SUPPORT DETAILSLOPED STEELCURBSEE DUCT THROUGHROOF PER 3/A8.8ROOF FRAMINGSEE STRUCTURALSEE MECHANICAL PLANFOR SIZE AND LOCATIONOF DUCT1" CLEAR (MIN) ALLAROUND DUCTCANT STRIPAND ROOFING# 14 SHEET METALSCREWS 6" O.C.EACH SIDE#14 S.M.S. 12" O/C ANDWITHIN 6" OF EACHCORNERNOTES1. SEE PLAN FOR DUCT SIZE AND LOCATION.TURN ROOFING UP OVER TOPOF CURBROOFNOT USEDPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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SCALENONE1AC-2 VIBRATION ISOLATION CURB DETAILM.W. SAUSSE' & CO., INC.VALENCIA, CALIFORNIA 91355JOB NAME:CUST.:CUST. P.O.:MECH. ENGRMARK:.:REVISIONS:A:B:C:D:DRN:DATE:JO9/30/19-2DRAWING NO.:DETAIL-3DETAIL-2DETAIL-1116-3/4CBA77 113-1/4 80-1/2IHGFED85-1/2121-3/469-1/222-1/4KJ6-1/223-1/428-9/16ARROYO VISTA COMM PARK - MOORPARKAC-2TOP SECTION PLAN VIEWSECTION A-AIBREX TYPEV119-1/4M833NO--6PQR---5-3/161-3/464-1/4S36-3/16LAABOTTOM SECTION FOOTPRINT1. T & U DIMENSIONS ARE CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE.NOTES: MIPOAS/ATPOIOIPBNR/AUOI2" TYP.--T1" TYP.RETURNAIRSUPPLY AIRIJKFBDINSULATED PANEL
ALWEATHER COVERA81UBUDLONG117-1/4INSULATED PANELSEISMIC STRAPSSEE DETAIL-3FOR QUANTITYSEISMIC STRAPMAX. ALLOW. LOADS: HORIZ: 1100 LBSVERT. (UP): 1400 LBS1" MAX4"SECTION C-C2"6"ANCHORBOLTC SECTION1/8 1-5OF CURB MUST BEFULLY SUPPORTEDSECTION B-BVERTICAL WALLSTEEL BY OTHERS102"SECTION @12 GA, CCC2. FOR ANCHORAGE, USE 3/8" DIA. MACHINE BOLTS, A-307EACH ISOLPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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SCALENONE1AC-3 VIBRATION ISOLATION CURB DETAILM.W. SAUSSE' & CO., INC.VALENCIA, CALIFORNIA 91355JOB NAME:CUST.:CUST. P.O.:MECH. ENGRMARK:.:REVISIONS:A:B:DRN:DATE:DRAWING NO.:DETAIL-3DETAIL-2DETAIL-1IBREX TYPEVJO9/30/19-3ARROYO VISTA COMM PARK - MOORPARKBUDLONGAC-3SEISMIC STRAPMAX. ALLOW. LOADS: HORIZ: 1100 LBSVERT. (UP): 1400 LBS1. "R" & "S" DIMENSIONS ARE THE CENTERLINE OF ANCHOR HOLES IN CURB BOTTOM FLANGE.NOTES: BOTTOM SECTION FOOTPRINTTOP SECTION PLAN VIEWSECTION A-A2. FOR ANCHORAGE, USE 3/8" DIA. MACHINE BOLTS, A-3075-3/161-1/264-1/4OBBMAOPOQBN2" TYP.SOEA#2HC1-1/2"#5RETURNGAIRSUPPLY1" TYP.AIRIJKDBFL#1A#6AWEATHER COVERINSULATED PANEL12 GA. CURB TOP RAIL4"SECTION C-C2"6"ANCHORBOLTC SECTION1/8 1-5INSULATED PANELSEISMIC STRAPSSEE DETAIL-3FOR QUANTITY#4#3#7#883-1/2CBA56-3/8 80-1/2 59-3/8IHGFED64-7/88934-3/818-1/2KJ216-5/8 18-1/286-1/2M62-3/83NO63PQ R60-3/8S33-7/8LR84-1/2102"@ EACH ISOLATOR12 GA C SECTIONCCOF CURB MUST BEFULLY SUPPORTEDSECTION B-BVERTICAL WALLSTRUCTURAL STEEL SUPPORTBY CONTRACTOR3/8" DIA,A-307 M.B.PROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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SCALENONE1AC-4 VIBRATION ISOLATION CURB DETAILJOB NAME:CUST.:CUST. P.O.:MECH. ENGRMARK:.:REVISIONS:A:B:C:D:DRN:DATE:JO9/30/19-4DRAWING NO.:DETAIL-3DETAIL-2DETAIL-1ARROYO VISTA COMM PARK - MOORPARKAC-4BUDLONGPhone: (661) 257-3311 Fax: (661) 257-767328774 Whitherspoon Pkwy. Valencia, CA 91355M. W. SAUSSE & CO., INC.3" MIN. EDGE DIST.14"SECTION A-A2"1343"2"7/16" DIA. ANCHOR HOLESGASKET12 GA. GALV.SHEET METALWOOD NAILER14"CURB1"134116-3/4CBA77 113-1/480-1/2IHGFED85-1/2121-3/469-1/222-1/4KJ6-1/223-1/4 28-9/16119-1/4M833NO117-1/481PQ36-3/16LG12 GA. CURB TOP RAILHCE AIJBKFDLUNIT OUTLINEB BBOTTOM SECTION FOOTPRINTMIAQIOIBNPI2" TYP.INSULATED PANEL
5" DOWN FROM
TOP CURB RAIL
----------1. P & Q DIMENSIONS ARE CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE. 3-1/4" CONCRETE THICKNESS, 2-5/16" NOMINAL EMBEDMENT, 3" MIN. EDGE DISTANCE.2. FOR ANCHORAGE, USE 3/8" DIA. HILTI KB TZ ANCHORS IN MIN. 3000 PSI HR CONCRETE,NOTES: INSTALL WITH SPECIAL INSPECTION PER ICC ESR 1917.PROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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SCALENONE1FC-1 ANCHORING DETAILVIBRATION ISOLATORBY M. W. SAUSSE' & CO., INC.RS-1 - ROD STIFFENER REQUIREMENTS FOR EQUIPMENT CABLE BRACINGEQUIPMENTSTRUT CHANNELTUBE(BY CONTRACTOR)S MAX.THREADED ROD(BY CONTRACTOR)6" MAX.S MAX.L MAX.ROD STIFFENERRS-16" MAX. 2) SEE TABLE 2 FOR MAXIMUM LENGTH OF 3/8" THRU 7/8" 3) SEE TABLE 3 TO DETERMINE NUMBER OF ROD STIFFENER 4) (08) ROD STIFFENER CLAMPS PROVIDED IN A KIT. IF ADDITIONAL CLIPS ARE REQUIRED, CONTACT M. W. SAUSSE' & CO., INC. DIAMETER RODS WITH ROD STIFFENER. CLIPS REQUIRED.NOTES: 1) SEE TABLE 1 FOR MAXIMUM LENGTH OF 3/8" THRU 7/8"3/4"STRUT CHANNEL12GA. X 1-5/8" X 1-5/832"3/4"32"DIAMETER RODS WITHOUT ROD STIFFENER.3/8"15"21"1/2"26"5/8"116"VERTICAL LIMIT STOPBY M. W. SAUSSE' & CO., INC.5/8"1/2"3/8"15"21" 26"7/8"38"7/8"38"1NEOPRENE ANGULARITYTOTAL RODDESIGNED FOR 30°1-1/2" DIA. HOLE3GROMMETSPRING CAPVERTICAL LIMIT STOP2-1/2PLAN VIEW2143SEE DETAIL 2.FOR DETAILS,A.C. CABLE (4)STRUT CHANNEL(BY CONTRACTOR)2.0"1"SPRING O.D. DEFLN0TE: 1. MAX. 1/2" DIA. ROD AND HARDWARE BY OTHERS.FC-1MARKTEM4ATRANEMODELMAKEIBREX TYPEV( ) CABLE - 1/8" - 10 FT.( ) CABLE CLAMPS - 1/8" 0416( ) UPPER SLOTTED WASHER -SLW-1( ) LOWER SLOTTED WASHER -SLW-1( ) UPPER BRACKET - SLH-34( ) LOWER BRACKET - SLH-34M.W. SAUSSE' SEISMIC CABLE BRACINGEQUIPMENT KIT NO: 18C4-12RSEQUIPMENT BRACING KIT: 18C4-12RS( ) ROD STIFFENER CLAMLPS - RS-10404040408NOTE: 1) CABLE IS 7 X 19 GALVANIZED AIRCRAFT CABLE. 4) ROD STIFFENER MAY BE REQUIRED. SEE DETAIL - 4 3) FOR CABLE ANCHORAGE, SEE DETAIL - 3 2) CABLES TO BE INSTALLED HAND TAUT W/O SLACK. TYPICAL EQUIPMENT CABLE BRACING SYSTEM THREADED ROD(BY CONTRACTOR)EQUIPMENT11PLAN VIEWTYPICALVERTICAL LIMIT STOPBY M.W. SAUSSE' & CO., INC.VIBRATION ISOLATORBY M.W. SAUSSE' & CO., INC.STRUT CHANNEL(BY CONTRACTOR)ROD STIFFENERCLAMPS-RS-1LOWER SLOTTEDWASHER-SLW-1CABLE CLAMPSAIRCRAFT CABLEUPPER BRACKET-SLH-34ANCHOR BOLT(BY CONTRACTOR)LOWER BRACKET-SLH-34UPPER SLOTTEDWASHER-SLW-1111/2" DIA. HILTI KB-TZ ANCHORSSEE DETAIL-31-4MTS. JOB NAME:CUST.:CUST. P.O.:MECH. ENGRMARK:.:REVISIONS:A:B:C:D:DRN:DATE:DRAWING NO.:DETAIL-4DETAIL-2DETAIL-1 DETAIL-3ARROYO VISTA COMM PARK - MOORPARKFC-1-59/30/19JOBUDLONGFAN COILNOTE: 1) ADEQUACY OF W X BEAM SHALL BE VERIFIED BY OTHERS. 2) INSTALL BRACKET WITHIN TOP 1/3 OF BEAM HEIGHT. CABLE NOT PARALLEL TO SUPPORT BEAM ANCHORAGE OF 1/8 INCH DIA. AIRCRAFT CABLE TO STRUCTURAL STEEL NOTE: DO NOT DRILL HOLES IN STRUCTURAL 1/8" DIA. 7 X 19 GALVANIZED AIRCRAFT CABLE WITH 2 U-CLAMPS EA. END.INSTALL HAND TAUT WITHOUT SLACK.(SWAGE FITTING MAY SUBSTITUTED FOR U-CLAMPS AT ONE OR BOTH ENDS)(A-307) (BY CONTRACTOR)3/8" DIA. MACHINE BOLT7W X BEAM SLH-34 - ANCHOR BRACKET M.W. SAUSSE' & CO., INC. PLAN VIEW ANCHOR HOLE POSITION SLOTAS SHOWNNOTE: SLW-SLOTTEDWASHER REQUIRED AT TOPAND BOTTOM CONNECTION,SEE BRACING KIT OF THE PROJECT STRUCTURAL ENGINEER. STEEL MEMBERS WITHOUT THE APPROVAL1 MAX1SLW-SLOTTEDWASHERPhone: (661) 257-3311 Fax: (661) 257-767328774 Whitherspoon Pkwy. Valencia, CA 91355M. W. SAUSSE & CO., INC.PROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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SCALENONE1AC-1 ADAPTOR CURB DETAILPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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PROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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DESCRIPTIONABBR.SYMBOL--BV-POCPODESESCDCDGGEGGCONDENSATE DRAIN PIPINGFUEL GAS PIPINGEXISTING WASTE PIPING BELOW FINISHED GRADEEXISTING FUEL GAS PIPINGDROP IN PIPERISE IN PIPEBALL VALVEGAS SHUT-OFF COCKPOINT OF CONNECTIONPOINT OF DISCONNECTIONPCDPCDPUMPED CONDENSATE DRAIN PIPINGP-1PLUMBING FRONT SHEETP-2PLUMBING DEMOLITION FLOOR PLANP-3PLUMBING DEMOLITION ROOF PLANP-4PLUMBING CONSTRUCTION FLOOR PLANP-5PLUMBING CONSTRUCTION ROOF PLANWROUGHT COPPERSILVER BRAZEDBELOW GRADEABOVE GRADEWROUGHT COPPERLOCATIONFITTINGSTYPE "L" HARDCOPPERTYPE "K" HARDCOPPERALL SIZESALL SIZESCD, PCDTYPESIZEMATERIALPLUMBING PIPE AND FITTING SCHEDULEABOVE GRADEBLACK STEELBLACK STEELALL SIZESGAS (LOWPRESSURE)BELOW GRADEPOLYETHYLENEPOLYETHYLENEALL SIZESMEDIUMPRESSURE GASWITH TRACER WIRE1. ALL WORK SHALL BE IN CONFORMANCE WITH TITLE 24, 2019 CALIFORNIA CODE OFREGULATIONS (CCR) 2019 CALIFORNIA PLUMBING CODE, PART 5 , TITLE 24 CCR(2018,UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBINGAND MECHANICAL OFFICIALS, IAPMO)2. GENERAL NOTES, SYMBOLS AND ABBREVIATION LISTS ARE COMPOSITE. ALL NOTES,SYMBOLS AND ABBREVIATIONS MIGHT NOT BE USED ON THIS PROJECT.3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OFCALIFORNIA CODE OF REGULATIONS TITLE 24 AND LOCAL CODES AS APPLIED BY THEAUTHORITY HAVING JURISDICTION.4. THESE DRAWINGS ARE DIAGRAMMATIC AND SHOULD NOT BE SCALED TO ESTABLISHLOCATION OF WORK. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MAKEADJUSTMENTS TO DIMENSIONS AS NECESSARY TO COMPLETE THE WORK.5. THE CONTRACTOR SHALL FULLY COORDINATE ALL WORK WITH OTHER TRADES PRIORTO THE START OF THE WORK TO ASSURE ALL WORK CAN BE PROPERLY INSTALLEDWITHOUT INTERFERENCE OR DELAY.6. THE CONTRACTOR'S WORK SCHEDULE SHALL BE SUBMITTED TO AND APPROVED BYTHE OWNER.7. CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE ALLCONDITIONS, INCLUDING SEWER INVERT ELEVATIONS AND WATER PRESSURE, ANDCIRCUMSTANCES UNDER WHICH THE WORK SHALL BE PERFORMED. NO ALLOWANCESWILL BE MADE FOR ERRORS OR NEGLIGENCE IN THIS RESPECT.8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND SHALLARRANGE FOR ALL INSPECTIONS AS REQUIRED.9. ALL SPECIFIED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATION AND THE STRICTEST OF APPLICABLE CODES.10. PROVIDE ONE YEAR WARRANTY FOR ALL WORKMANSHIP AND MATERIALS AFTER THEDATE OF FINAL ACCEPTANCE.11. ANY EQUIPMENT, DUCTWORK, OR PIPING INSTALLED MORE THAN 1 FT FROM THELOCATION SHOWN ON THE DRAWINGS SHALL BE CLEARLY DOCUMENTED IN THE FIELD.CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS TO CLEARLY SHOW THELOCATION OF THE EQUIPMENT BEFORE COMPLETION OF THE PROJECT. ALL EXPENSERELATING TO VERIFY THE AS-BUILT DRAWINGS BY THE CLIENT OR ITSREPRESENTATIVE(S) DUE TO INACCURATE OR INCOMPLETE RECORDS SHALL BE BORNBY THE CONTRACTOR.12. ALL FIXTURES SHALL BE PROTECTED DURING CONSTRUCTION FROM ANY DAMAGE.REFINISHED FIXTURES WILL NOT BE ACCEPTABLE UNDER ANY CONDITIONS.13. MAINTAIN CLEAR ACCESS TO SERVICE EQUIPMENT AND OTHER ACCESSORIESREQUIRING SERVICE, VISUAL INSPECTION OR HAND OPERATION. WHERE INDICATEDOR REQUIRED, PROVIDE ACCESS PANELS OF THE TYPE SELECTED TO SUIT MATERIALSIN WHICH INSTALLED.14. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED. FIRE STOPPINGSHALL BE AN APPROVED MATERIAL AS PRESCRIBED IN CSFM STANDARD 43-1 ANDSHALL BE U.L. LISTED.15. PROVIDE FLASHING AND/OR COUNTER FLASHING AT ALL EXTERIOR PENETRATIONS.16. ALL OPENINGS IN WALLS, CEILINGS, AND FLOORS RESULTING FROM DEMOLITIONSHALL BE CLOSED AND FINISHED TO MATCH THE SURROUNDING.17. ALL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCEACTING IN ANY DIRECTION CONFORMING TO ASCE 7-16 SECTION 13.3.1 AND TABLE13.6-1.18. THE SEISMIC BRACING OF DUCTS AND PIPING SHALL BE IN ACCORDANCE WITH THE"GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBINGPIPING SYSTEMS" AS PUBLISHED BY SMACNA, LATEST EDITION.19. A COPY OF THE LATEST EDITION OF "GUIDELINES FOR SEISMIC RESTRAINTS OFMECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS" AS PUBLISHED BY SMACNASHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON THE JOB SITE AT ALL TIMES.20. ALL CEILING AND WALL PENETRATIONS SHALL BE COORDINATED WITH STRUCTURALJOISTS AND BEAMS. PROVIDE OFFSETS IN PIPES AND DUCTS TO AVOID CUTTING OFBEAMS AND JOISTS.21. MAINTAIN MINIMUM SEPARATION BETWEEN OUTSIDE AIR INTAKES OR OTHEROPENINGS INTO THE BUILDING AND OTHER ELEMENTS AS REQUIRED AND ASFOLLOWS:22. CONTRACTOR SHALL PROVIDE EXTERNAL TRAPS FOR CONDENSATE DRAIN LINES FORALL COOLING COILS.GENERAL NOTESPLUMBING SHEET INDEXPLUMBING LEGENDEMPGEMPGEXISTING MEDIUM PRESSURE FUEL GAS PIPINGECDECDEXISTING CONDENSATE DRAINSTEEL PIPE,NOMINAL SIZE OFPIPE (INCHES)SUPPORT OF PIPING1/2SPACONG OFSUPPORTS(FEET)NOMINAL SIZEOF TUBINGSMOOTH-WALL(INCHES O.D.)SPACONG OFSUPPORTS(FEET)61/243/4 OR 185/8 OR 3/461-1/4 OR LARGER(HORIZONTAL)1087/8 OR 1(HORIZONTAL)1-1/4 OR LARGER(VERTICAL)EVERY FLOORLEVEL1 OR LARGER(VERTICAL)EVERY FLOORLEVEL2019 CPC TABLE 1210.2.4.1SCALE: NONE2CONDENSATE CONNECTION MECHANICAL EQUIPMENTSEE MECH. DWGS.RIGHT AND LEFT NIPPLES ANDCOUPLING OR GROUND UNIONSAS REQ'D. PER 2016 CPCSTAINLESS STEEL METAL BRAIDED FLEXIBLECONNECTION ARE REQUIRED PER CPC U.S.FLEX. #USFWSS- 3T-STAINLESS STEEL WIDTH#3104 THREADED ENDS 10" O.A. LENGTH MIN.GAS SERVICE STOP VALVE (SGV-2) IRONBODY WITH BRONZE PLUG AND WASHERUNIONS FOR OUTDOOR INSTALLATIONFOR PIPE SIZE SEE PLUMBING DRAWINGSMECHANICAL EQUIPMENT3" MIN.12"2"(TYP.)CD 'TEE'MECHANICAL EQUIPMENTCONDENSATE DRAINCLEANOUT PLUGCD VENTCD TRAPCLEANOUT PLUGCONNECTIONDEPTH OF SEAL TO OVERCOMEOPERATING STATIC PRESS SHALL BEUNIT PRESSURE (VERIFY IN FIELD) BUTNOT LESS THAN 3" MINCD FOR CONT. SEE ROOF PLAN10" LONG FLEXIBLE NEOPRENE U.V.PROTECTION HOSE CONNECTIONWITH STAINLESS STEEL CLAMPSUNION (TYP) (DIELECTRIC WHERESTEEL MEETS COPPER)NOTES1. PROVIDE CD PIPING PER SPECIFICATION DRAIN MECHANICAL EQUIPMENT CONNECTION ASREQUIRED.2. MANUALLY PRIME TRAP TO PREVENT SAG.3. SUPPORT DRAIN LINE TO PREVENT SAG AND TERMINATE TO AN APPROVED RECEPTORLAVATORY TAILPIECE, SERVICE SINK, FLOOR SINK, OR ROOF CEPTOR.4. PROVIDE CONDENSATE CONNECTION TO HVAC UNITS ON ROOF.5. REFER TO MECHANICAL DRAWINGS FOR SECONDARY CONDENSATE CONNECTIONS.PROVIDE GAS DRIP TRAPSCALE: NONE1GAS CONNECTION DIAGRAM LENGTH "A"PIPEDIMENSION "A"SIZEFLEXIBLE CONNECTORSCHEDULELENGTH "A"LENGTH "A"SCALE: NONE3SEISMIC JOINT DETAILNOTES1. FLEXIBLE SEISMIC JOINT CONSISTS OF AN INNER CORRUGATED STAINLESS STEEL METALHOSE WITH OUTER STAINLESS STEEL BRAID.2. MOVEMENT CAPABILITIES OF ASSEMBLY IS BASED ON LIVE LENGTH "A".PIPING TO BE ANCHORED ON THESIDE OF THE BUILDINGSEPARATIONTO TRANSMIT MOVEMENT TO THEFLEX ASSEMBLY (TYP.)FLEXIBLE METAL HOSEASSEMBLY (TYP.)BUILDING SEISMICSEPARATION JOINTLENGTH "A"19.50'' LONG19.50'' LONG19.50'' LONG17.50'' LONG16.50'' LONG15.25'' LONG14.50'' LONG3''2a8''2''1a8''1a4''1''3/4''SEE PLUMBING PLANS FOR CONTINUATIONPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG ASSOCIATES INC. NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION CONSENT FROM BUDLONG ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BY12/06/201918-090CITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA930211JRE NR. 18-090 DQG 18-090.C1BUDLONG ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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112233445566778899101011111212AABBCCDDEEFFGGHHLNMSTORAGE31CONFERENCEROOM32MULTIPURPOSEROOM33EPRESCHOOLROOM38STORAGE63STORAGE48KITCHEN47STORAGE60STORAGE51DATA50MULTIPURPOSEROOM46WOMEN'SRESTROOM33IMEN'SRESTROOM33JSTAFF OFFICE41STAFF OFFICE42GYMNASIUM--OFFICE61OFFICE62HALLWAY33NEMPGCUT AND CAP GAS PIPING ABOVE GRADE AND PREPARE FOR NEWCONNECTION. CONTRACTOR TO VERIFY EXACT LOCATION AT THE FIELD.TEMPORARILY CUT AND CAP ECD DRAIN AND PREPARE FOR NEWCONNECTION. CONTRACTOR TO VERIFY EXACT LOCATION AT THE FIELD.1CONSTRUCTION NOTESTHERE SHALL BE NO SERVICE INTERRUPTION.PRIOR TO COMMENCING WORK CONTRACTOR SHALL VERIFY EXACTDEPTH AND LOCATION OF EXISTING GAS PIPING LINES AT THE FIELD.ALL PIPING ON THIS PLAN SHALL BE CONCEALED INSIDE THE WALL,FLOOR OR CEILING UNLESS NOTED OTHERWISE.REPAIR PAVING AFTER INSTALLATION AND INSPECTION OF UTILITIESINSTALLED. PAINT FLOOR TO MATCH PREVIOUS CONDITIONS.DGENERAL NOTESEFEG1ECDEGECD
EGECDEG AND ECD IN CEILINGTO REMAIN.EGEC
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CAP ECD ABOVE GRADE PREPARE FOR NEWCAP EG BELOW GRADE ABANDON EG BELOWCONNECTION.GRADE.ECDECD2222" EG2-1/2" EG2" EG1-1/4" EGEGEG 1-1/4" EGPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG ASSOCIATES INC. NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION CONSENT FROM BUDLONG ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021JRE NR. 18-090 DQG 18-090.C1BUDLONG ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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CNHAEMCBACKCHECK PC SUBMITTAL 05/20/2020P-2PLUMBINGDEMOLITIONFLOOR PLAN1/8" = 1'-0"ALWGSCALE:1PLUMBING DEMOLITION FLOOR PLAN1/8"=1'-0"Page 110 of 130426
112233445566778899101011111212AABBCCDDEEFFGGHHLNMEGECDTEMPORARILY CUT AND CAP 1-1/4" EG AND 3/4" ECD PIPING ON THEROOF. PREPARE FOR NEW CONNECTION. CONTRACTOR TO VERIFYEXACT LOCATION AT THE FIELD.TEMPORARILY CUT AND CAP 1-1/2" EG AND 3/4" ECD PIPING ON THEROOF. PREPARE FOR NEW CONNECTION. CONTRACTOR TO VERIFYEXACT LOCATION AT THE FIELD.TEMPORARILY CUT AND CAP 3/4" ECD PIPING ON THE ROOF. PREPAREFOR NEW CONNECTION. CONTRACTOR TO VERIFY EXACT LOCATION ATTHE FIELD.1CONSTRUCTION NOTES11FOR SITE PLAN REFER TO CIVIL DRAWINGS.THERE SHALL BE NO SERVICE INTERRUPTION.PRIOR TO COMMENCING WORK CONTRACTOR SHALL VERIFY EXACTDEPTH AND LOCATION OF EXISTING GAS PIPING LINES AT THE FIELD.ALL PIPING ON THIS PLAN SHALL BE CONCEALED INSIDE THE WALL,FLOOR OR CEILING UNLESS NOTED OTHERWISE.REPAIR PAVING AFTER INSTALLATION AND INSPECTION OF UTILITIESINSTALLED. PAINT FLOOR TO MATCH PREVIOUS CONDITIONS.DGENERAL NOTESEFGEGECDEGECDNOT PART OF SCOPE22ECD333PROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG ASSOCIATES INC. NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION CONSENT FROM BUDLONG ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021JRE NR. 18-090 DQG 18-090.C1BUDLONG ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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CNHAEMCBACKCHECK PC SUBMITTAL 05/20/2020P-3PLUMBINGDEMOLITION ROOFPLAN1/8" = 1'-0"ALWGSCALE:1PLUMBING DEMOLITION ROOF PLAN1/8"=1'-0"Page 111 of 130427
112233445566778899101011111212AABBCCDDEEFFGGHHLNMSTORAGE31CONFERENCEROOM32MULTIPURPOSEROOM33EPRESCHOOLROOM38STORAGE63STORAGE48KITCHEN47STORAGE60STORAGE51DATA50MULTIPURPOSEROOM46WOMEN'SRESTROOM33IMEN'SRESTROOM33JSTAFF OFFICE41STAFF OFFICE42GYMNASIUM--OFFICE61OFFICE62HALLWAY33NGAS SIZING CHART2"2-1/2"1-1/4"1-1/2"300' TDL # 8" W.C.PIPE3"1"22133163810201800108MAX. CFHLOW PRESSURE3/4" 571/2" 27SUITE: B7EMPGGGG
GGGCD 1RUN NEW 1-1/2" GAS PIPING UPAS HIGH AS POSSIBLE.RUN NEW 1-1/2" GAS PIPING DOWN AND PENETRATE WALL.RUN NEW GAS PIPING IN CANOPY. INSTALL WITH SEISMIC JOINTS.CONNECT NEW 1-1/2" GAS PIPING TO NEW HVAC UNIT WITH ALLRELATED ACCESSORIES. INSTALL WITH SHUT-OFF AND SEISMIC UNION.CONNECT NEW 1-1/2" GAS PIPING TO EG HEADER AFTER EXISTING GASMETER.RUN NEW 1-1/2" GAS PIPING BELOW GRADE AND INTO THE BUILDING.RUN NEW 1-1/2" GAS PIPING UP TO CEILING SPACE.RECONNECT AND EXTEND 3/4" ECD TO NEW HVAC EQUIPMENT.CONTRACTOR TO VERIFY EXACT LOCATION AT THE FIELD.12CONSTRUCTION NOTES345543SEISMIC JOINTCONNECT NEW CD PIPING TO ECD PIPING.2" EGTHERE SHALL BE NO SERVICE INTERRUPTION.PRIOR TO COMMENCING WORK CONTRACTOR SHALL VERIFY EXACTDEPTH AND LOCATION OF EXISTING GAS PIPING LINES AT THE FIELD.ALL PIPING ON THIS PLAN SHALL BE CONCEALED INSIDE THE WALL,FLOOR OR CEILING UNLESS NOTED OTHERWISE.REPAIR PAVING AFTER INSTALLATION AND INSPECTION OF UTILITIESINSTALLED. PAINT FLOOR TO MATCH PREVIOUS CONDITIONS.DGENERAL NOTESEFSEISMIC JOINTAC4NEW GAS PIPINGIN CEILING SPACEWALL PENETRATION2RUN NEW CD PIPING AT 1 SLOPE6ECD6ECD3EGEG 2-1/2" EG2" EGEGEG
EG AND ECD IN CEILINGTO REMAIN.1-1/4" EGRUN NEW 1-1/2" GAS EG 1" EGNEW 1-1/2" GNEW 1-1/2" GPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG ASSOCIATES INC. NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION CONSENT FROM BUDLONG ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021JRE NR. 18-090 DQG 18-090.C1BUDLONG ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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CNHAEMCBACKCHECK PC SUBMITTAL 05/20/2020P-4PLUMBINGCONSTRUCTIONFLOOR PLAN1/8" = 1'-0"ALWGSCALE:1PLUMBING CONSTRUCTION FLOOR PLAN1/8"=1'-0"Page 112 of 130428
112233445566778899101011111212AABBCCDDEEFFGGHHLNMEXTEND AND CONNECT NEW 1-1/4" GAS (120 CFH) PIPING TO 1-1/4 EG ONROOF. INSTALL WITH ALL RELATED ACCESSORIES. PROVIDE SHUT-OFFVALVE, DIRT LEG AND SEISMIC UNION.EXTEND AND CONNECT NEW 3/4" CD TO 3/4" ECD ON ROOF. INSTALLWITH ALL RELATED ACCESSORIES.EXTEND AND CONNECT NEW 1-1/4" GAS (150 CFH) PIPING TO 1-1/2 EG ONROOF. INSTALL WITH ALL RELATED ACCESSORIES. PROVIDE SHUT-OFFVALVE, DIRT LEG AND SEISMIC UNION.EXTEND AND CONNECT NEW 1-1/4" GAS (150 CFH) PIPING TO 1-1/4 EG ONROOF. INSTALL WITH ALL RELATED ACCESSORIES. PROVIDE SHUT-OFFVALVE, DIRT LEG AND SEISMIC UNION.12CONSTRUCTION NOTES2NOT IN SCOPEFOR SITE PLAN REFER TO CIVIL DRAWINGS.THERE SHALL BE NO SERVICE INTERRUPTION.PRIOR TO COMMENCING WORK CONTRACTOR SHALL VERIFY EXACTDEPTH AND LOCATION OF EXISTING GAS PIPING LINES AT THE FIELD.ALL PIPING ON THIS PLAN SHALL BE CONCEALED INSIDE THE WALL,FLOOR OR CEILING UNLESS NOTED OTHERWISE.REPAIR PAVING AFTER INSTALLATION AND INSPECTION OF UTILITIESINSTALLED. PAINT FLOOR TO MATCH PREVIOUS CONDITIONS.DGENERAL NOTESEFGAC1AC2AC312324GAS SIZING CHART2"2-1/2"1-1/4"1-1/2"300' TDL # 8" W.C.PIPE3"1"22133163810201800108MAX. CFHLOW PRESSURE3/4" 571/2" 2734ECD22PROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG ASSOCIATES INC. NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION CONSENT FROM BUDLONG ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021JRE NR. 18-090 DQG 18-090.C1BUDLONG ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780IN
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CNHAEMCBACKCHECK PC SUBMITTAL 05/20/2020P-5PLUMBINGCONSTRUCTIONROOF PLAN1/8" = 1'-0"ALWGSCALE:1PLUMBING CONSTRUCTION ROOF PLAN1/8"=1'-0"Page 113 of 130429
(NOT ALL SYMBOLS ARE USED ON PLANS)1. CONSULT WITH THE OAR BEFORE STARTING WORK.2. NO CONDUITS ARE TO BE INSTALLED ON ARCADES OR ROOF U.O.N. ALL E;POSEDCONDUITS, SUPPORTS AND -UNCTION BO;ES SHALL BE PAINTED TO MATCH THEPREDOMINANT COLOR OF THE BUILDING, AS APPROVED BY ARCHITECT AND ENGINEEROF RECORD, E;CEPT WIREMOLD.3. WIREMOLD SHALL BE WITH THE FACTORY FINISH MOST CLOSELY MATCHING THECOLOR OF WALL ON WHICH WIREMOLD IS TO BE INSTALLED. DO NOT PAINT WIREMOLD.4. COORDINATE THE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES.5. THE CONTRACTOR SHALL USE SUFFICIENT BARRICADES AND TEMPORARY PROTECTIONDEVICES TO PREVENT PEDESTRIANS OR NON-AUTHORI=ED PERSONNEL ACCESS TOANY OPEN TRENCHES OR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ERECT ASAFETY BARRICADE AT ALL OPEN TRENCHES, DITCHES, PITS, SUMPS, ETC FOR THEPROTECTION AND SAFETY OF THE PUBLIC. ALL TRENCHES OUTSIDE OF THE BARRICADELIMITS SHALL BE BACKFILLED AND PAVED NOT LATER THAN 72 HOURS AFTER BEINGOPENED. DURING THE TIME THE TRENCHES ARE OPEN IN TRAFFIC AREAS, THECONTRACTOR SHALL PROVIDE TRAFFIC PLATES. SAFETY BARRICADES SHALL BEPANELI=ED CHAIN LINK FENCE. EACH FENCE PANEL SHALL BE 6FT TALL ; 10FT WIDEWITH STAND AND TIED TOGETHER END TO END WITH A MINIMUM 8-GAUGE WIRE. NOTRENCHES SHALL BE LOCATED OUTSIDE BARRICADES.6. WHERE STRUCTURAL WALLS ARE CORED FOR NEW CONDUIT RUNS, SEPARATIONBETWEEN CORED HOLES SHALL BE THREE INCHES FROM NEW HOLES, UNLESSDIRECTED OTHERWISE BY THE ARCHITECT. PROVIDE ;-RAY TO PROTECT REBAR.STRUCTURAL ENGINEER APPROVAL IS RE4UIRED FOR REBAR CUTTING OR REMOVAL.7. THE REPRESENTATION OF PHYSICAL PLACEMENT OF E;ISTING UNDERGROUND UTILITYCONDUITS HAS BEEN DEVELOPED FROM THE BEST INFORMATION AVAILABLE TO THEOWNER AT THE TIME THE DRAWINGS WERE PREPARED. THE OWNER PROVIDES THISONLY AS A GENERAL GUIDELINE FOR THE CONVENIENCE OF BIDDERS/CONTRACTORSAND DOES NOT PROVIDE A GUARANTEE OR WARRANTY IN ANY WAY E;PRESS ORIMPLIED, AS TO THE ACCURACY OF THESE REPRESENTATIONS. NOTHING IN THISDISCLAIMER AFFECTS IN ANY WAY THE DUTY OF THE CONTRACTOR TO FURNISHACCURATE "AS BUILT" DRAWINGS AFTER THE COMPLETION OF THE CONTRACT.8. ALL FEEDERS AND BRANCH CIRCUITS SHALL CARRY A GROUND WIRE, SI=ED AS PERN.E.C. ARTICLE 250. . REFER TO THE SPECIFICATIONS FOR ADDITIONAL RE4UIREMENTS AND E4UIPMENTAND MATERIAL APPROVED FOR USE UNDER THIS CONTRACT.10. PRIOR TO PULLING ANY CONDUCTORS, CLEAN AND MANDREL ALL CONDUITS.11. CONTRACTOR SHALL INSTALL E4UIPMENT PER ADA (AMERICAN DISABILITIES ACT)RE4UIREMENTS.12. E;TERIOR E4UIPMENT, -UNCTION BO;ES, ENCLOSURES AND CONNECTIONS SHALL BEWEATHERPROOF TYPE SUITABLE FOR E;TERIOR INSTALLATION.13. COORDINATION A.IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLYSHOWN ON THE CONSTRUCTION DOCUMENTS, THE FEATURES SHALL BE OF THESAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN.14. ALL DIMENSIONS, ELEVATIONS AND E;ISTING CONDUITS SHALL BE VERIFIED ON THESITE BY GENERAL CONTRACTOR, AND EACH SUB-CONTRACTOR BEFORE THE WORKBEGINS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT
S ATTENTIONBEFORE CONSTRUCTION BEGINS.15. THE ENGINEER HAS PREPARED THESE DOCUMENTS ONLY FOR IMPROVEMENTSSPECIFIED, DETAILED OR SHOWN AS NEW WORK, AND ASSUMES NO RESPONSIBILITYFOR OTHER CONSTRUCTION, MATERIAL OR E4UIPMENT NOTED AS "PROVIDED BYOTHERS".16. PROVIDE NYLON PULL CORD OR STRINGS IN ALL EMPTY CONDUITS.17. ALL -UNCTION BO; COVER PLATES FOR BRANCH CIRCUIT SYSTEM SHALL BE CLEARLYMARKED WITH PERMANENT INK FELT PEN IDENTIFYING THE BRANCH CIRCUIT (BOTHPANEL NUMBER AND CIRCUIT NUMBER) CONTAINED IN THE BO;.18. THE CONTRACTOR SHALL MAINTAIN THE UNIFORMITY AND CONTINUITY OF THEGROUNDING SYSTEM IN ALL CONDUITS/RACEWAYS.1 . TEST THE ENTIRE SYSTEM TO DEMONSTRATE TO THE ARCHITECT THAT THEELECTRICAL COMPONENTS AND SPECIAL SYSTEMS ARE COMPLETE AND FUNCTIONPROPERLY. MAKE NECESSARY CORRECTIONS AND LEAVE SYSTEMS READY FOROPERATION.20. E;POSED CONDUITS SHALL BE INSTALLED ALONG MECHANICAL PIPES. INSIDE BUILDINGTHE E;POSED CONDUITS UP TO 7
-0" SHALL BE RIGID STEEL AND ABOVE 7
-0" MAY BEEMT. ALL E;POSED E;TERIOR CONDUITS SHALL BE GALVANI=ED RIGID CONDUITS.THREADLESS CONNECTORS COUPLINGS SHALL NOT BE USED. CONDUIT LARGERTHAN 1 1/4" SHALL BE GALVANI=ED RIGID CONDUIT. ALL E;POSED CONDUITS,RACEWAYS, AND BO;ES SHALL BE PAINTED TO MATCH THE SURFACE WHEREINSTALLED. DO NOT PAINT THE WIREMOLD.21. DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND THE SI=E AND LOCATION OFE4UIPMENT IS INDICATED TO SCALE WHENEVER POSSIBLE. COORDINATE LOCATIONAND LAYOUT WITH OTHER WORK. CONTRACTOR SHALL PROVIDE TO THE ENGINEER A14" 1
-0" SCALED DRAWING OF ELECTRICAL E4UIPMENT ROOMS SHOWING LOCATIONAND CLEARANCES OF SUBMITTED E4UIPMENT FOR REVIEW AND APPROVAL PRIOR TOORDERING OF ELECTRICAL E4UIPMENT.22. THE SEISMIC BRACING AND ANCHORAGE OF ELECTRICAL CONDUITS AND WIREWAYSHALL BE IN ACCORDANCE WITH THE "GUIDELINE FOR SEISMIC RESTRAINTS OFMECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS", PUBLISH BY SMACNA ANDPPIC23. PROVIDE HANGERS, SUPPORTS, SEISMIC RESTRAINTS AND/ OR BRACING FOR ALL4UIPMENT, CONDUIT, AND LIGHTING FI;TURES TO SUSTAIN VERTICAL LOADS ANDRESIST HORI=ONTAL FORCES IN ANY DIRECTION TO COMPLY WITH 2001 EDITION OFTITLE 24, PART 2, CALIFORNIA BUILDING CODE, CHAPTER 16, TABLE 16A ANDASSOCIATED NOTES.24. PER CEC 300-21, "OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGHFIRE-RESISTANT-RATED WALLS, PARTITIONS, FLOORS, CEILINGS SHALL BEFIRESTOPPED USING APPROVED METHODS TO MAINTAIN THE FIRE RESISTANCERATING."25. ALL OUTLETS SHALL BE OFFSET BY A MINIMUM OF 24".26. ALL CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER, TYPETHWN/THHN, RATED FOR 75C. SI=ES #12 AWG MAY BE SOLID OR STRANDED, #10 ANDLARGER SHALL BE STRANDED. PROVIDE 75C RATED AND APPROVED TERMINATIONFOR ALL CONDUCTORS.27. ALL ELECTRICAL WORK SHALL BE PER THE APPLICABLE NECCODE. CONTRACTOR SHALL INCLUDE IN HIS BID ALL RE4UIRED LABOR, MATERIAL,E;PERTISE AND 4UALIFIED PERSONNEL TO COMPLETELY INSTALL IN A CODECOMPLIANT MANNER, ALL WORK SHOWN ON THE PLANS OR REFERRED TO IN THESPECIFICATIONS.28. WHEN THERE ARE DISCREPANCIES BETWEEN CONTRACT DOCUMENTS (DRAWINGSAND/OR SPECIFICATIONS), OBTAIN CLARIFICATION FROM THE ENGINEER PRIOR TO BID.FOR BIDDING PURPOSES THE MORE STRINGENT OR MORE E;PENSIVERE4UIREMENT(S) SHALL APPLY.2 . DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN A DAILY RECORD OF ALLDEVIATIONS FROM THE BID DRAWINGS. ALL DIMENSIONS AND OTHER INFORMATIONNECESSARY TO COMPLETELY E;PLAIN AND LOCATE ALL ELEMENTS OF THESEDEVIATIONS SHALL BE RECORDED. UPON COMPLETION OF WORK, THE CONTRACTORSHALL SUBMIT TO THE OWNER, ONE COMPLETE SET OF REPRODUCIBLE DRAWINGSCORRECTED TO REFLECT "AS-BUILT" CONDITIONS OF THE WORK.30. ANY SUBMITTALS FOR E4UIPMENT DIFFERENT FROM THE SPECIFIED ITEMS SHOWN ONTHE PLANS SHALL BE ACCOMPANIED BY CUT SHEETS FOR THE ORIGINAL SPECIFIEDITEM(S). SUBMITTALS WITHOUT THE SPECIFIED CUT SHEETS WILL BE RE-ECTED ASINCOMPLETE.31. CONDUIT INSTALLED BELOW E;ISTING SLAB-ON-GRADE SHALL BE LOCATED BELOWBOTTOM OF E;ISTING SLAB.32. "PROVIDE" SHALL BE DEFINED AS FURNISH AND INSTALL.33. ALL MATERIALS, E4UIPMENT, CONDUIT AND WIRING SHALL BE NEW AND PROVIDED BYTHE CONTRACTOR. REFER TO THE SPECIFICATIONS FOR ADDITIONAL RE4UIREMENTSFOR E4UIPMENT AND MATERIAL APPROVED FOR USE UNDER THIS CONTRACT.34. WIRING FOR ALL LOW VOLTAGE SYSTEMS SHALL BE ENCLOSED IN CONDUIT AND/ORRACEWAY.35. ALL DIMENSIONS AND ELEVATIONS SHALL BE CHECKED AND VERIFIED ON THE SITE BYTHE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR BEFORE THE WORK BEGINS.ALL PERCEIVED ERRORS, OMISSIONS AND DISCREPANCIES SHALL BE BROUGHT TO THEENGINEER
S ATTENTION BEFORE CONSTRUCTION BEGINS.36. ALL RACEWAYS INSIDE OF BUILDING SHALL BE CONCEALED. INCLUDE ALL RE4UIREDDEMOLITION, CUTTING, PATCHING AND FINISH TO MATCH E;ISTING INSTALLATION ASRE4UIRED TO INSTALL NEW CONDUIT AND RACEWAYS IN E;ISTING BUILDING.37. ALL CONDUIT PENETRATIONS THROUGH FIRE-RATED FLOOR SLABS, SHAFTS ANDWALLS SHALL BE SEALED AGAINST THE SPREAD OF FIRE OR SMOKE WITH APPROVEDCABLE CONDUIT FIRE STOPS OR FIRE RESISTANT SEALANT TO GIVE THE E4UIVALENTFIRE RATING OF THE STRUCTURE BEFORE THE PENETRATION. ALL OTHER NON-RATEDPENETRATIONS OF STRUCTURES SHALL BE SEALED.38. E;POSED AND CONDUITS ABOVE T-BAR CEILINGS SHALL BE INSTALLED PARALLEL TOOR AT RIGHT ANGLES TO E;ISTING BEAMS OR WALLS. E;POSED CONDUITS UP TO 7
-0"ABOVE FINISH FLOOR SHALL BE RIGID GALVANI=ED STEEL AND ABOVE 7
-0" MAY BEEMT.3 . PROVIDE ELECTRICAL PANELS WITH TYPEWRITTEN "AS-BUILT" PANEL SCHEDULE.PANEL SCHEDULE SHALL INCLUDE LOCATION, 4UANTITY AND TYPE OF DEVICESSERVED.40. PROVIDE ELECTRICAL PANELS WITH ENGRAVED NAMEPLATE ON OUTSIDE OF PANELABOVE DOOR OPENING.41. SUPPORT CONDUIT 2-1/2 INCH TRADE SI=E OR SMALLER WITH U.L. LISTED CLAMPS ANDHANGERS IN ACCORDANCE WITH SMACNA STANDARDS.42. E4UIPMENT SPECIFIED ON THESE DRAWING ARE BASIS OF DESIGNITEMS. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL ADDITIONAL DESIGN ANDCONSTRUCTION COSTS INCURRED BY THE USE OF ANY PRODUCT OTHER THAN THE BASISOF DESIGN.42. PROVIDE BREAKERS TIES TO BREAKERS FEEDING MULTI WIRE RUNS.43. THESE PLANS ARE DIAGRAMMATIC, CONDUIT E;ACT ROUTING, BO;ES, FASTENERS, ETC. ARECONSIDERED AS PART OF THE MEANS AND METHODS THAT THE CONTRACTOR IS USING TOPROVIDE AN OPERABLE AND APPROVED INSTALLATION201 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.201 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.201 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.201 CALIFORNIA FIRE CODE, PART , TITLE 24 C.C.R201 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.201 CALIFORNIA ENERGY CODE.TITLE 1 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.CONDUIT E;POSED IN UNFINISHED AREA CONCEALED ABOVE CEILING OR INWALL IN FINISHED AREAS.CONDUIT IN OR BELOW FLOOR OR BELOW GRADE. SI=E NUMBER OFCONDUCTORS AS NOTED.HOMERUN TO PANEL "A", CIRCUITS 1,3,5. E4UIPMENT GROUNDINGCONDUCTOR IS NOT REPRESENTED IN THE CROSS MARKS BUT IS TO BEINCLUDED IN ALL RACEWAYS.PANELBOARDREFERENCE NOTE TAG.GROUND FAULT CIRCUIT INTERRUPTOR 4UAD RECEPTACLE.MANUAL HP RATED SWITCH, WEATHER PROOF ENCLOSURE AND LOCKABLE,INCLUDE NUMBER OF POLES AND MOTOR OVERLOAD RELAYS WHERERE4UIRED.1A-1,3,5SM E - 1.1 ELECTRICAL FRONT SHEETE - 1.2 PARTIAL SINGLE LINE DIAGRAM AND PANEL SCHEDULESE - 2.1 ELECTRICAL DEMOLITION FLOOR PLANE - 2.2 ELECTRICAL DEMOLITION ROOF PLANE - 3.1 ELECTRICAL CONSTRUCTION FLOOR PLANE - 3.2 ELECTRICAL CONSTRUCTION ROOF PLANALL ELECTRICAL E4UIPMENT SHALL BE LABELED, LISTED ORCERTIFIED BY A NATIONALLY RECOGNI=ED TESTING LABORATORYACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETYHEALTH ADMINISTRATION.ELECTRICAL FOR HVAC REPLACEMENT UNITS.1"C. 6 #10 + #10 GND.1"C. 7 #8 + #8 GND.1"C. 8 #8 + #8 GND.3/4"C. 3#12, + #12 GND.3/4"C. 5 #10 + #10 GND.3/4"C. 2 #12 + #12 GND.3/4"C. 4#12, + #12 GND.D,T3/4"C. RACEWAY WITH ONE CAT6 DATA CABLE AND
FOR ALL COMPUTER RECEPTACLE BRANCHCIRCUITS PROVIDE SEPARATE NEUTRAL WIREAND PROVIDE A GROUND WIRE IN ALLCONDUITS AND WIREMOLD RACEWAYS. ALLOTHER BRANCH CIRCUITS SHALL SHARENEUTRAL AS SHOWN ON DRAWINGS.ONE CAT3 TELEPHONE CABLE.HEAVY DUTY DISCONNECT SWITCH, "F" INDICATES FUSEDAPPLICABLE CODESSHEET INDE;CONDUIT/CONDUCTOR TYPESCOPE OF WORKSYMBOL LISTGENERAL NOTESSTANDARD ABBREVIATIONSA OR AMPAMPEREBKR.BREAKERCCONDUITCKT.CIRCUITEE;ISTINGGFI, G.F.I.GROUND FAULT INTERRUPTER-.BO;-UNCTION BO;PH OR PHASE;FMRTRANSFORMERTYP.TYPICALU.O.N.UNLESS OTHERWISE NOTEDW.PWEATERPROOFPRO-ECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE E;PRESSEDWRITTEN PERMISSION OF BUDLONG ASSOCIATES INC. NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION CONSENT FROM BUDLONG ASSOCIATES INC.PRO-ECT TITLE AND ADDRESS ENGINEER
S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT
S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021-RE NR. 18-0 0 DQG 18-0 0.C1BUDLONG ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 3010TEL (805) 87-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 1203TEL (818)638-8780E 22441R EGISTER
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MAIN SWITCHBOARD , (NEMA 3R), 480Y/277V, 3, 4W, 65000SCR 800A3PM150A3P(N) 70A3P200A3P400AMPS, DISTRIBUTION PANEL
DPA
480/277V,3, 4W 14000SCR(N)AC-4PACKAGEDUNIT PNL
L1
METER SECTION800AMPS BUS400A3P400A3PE;ISTINGLOADNEW CIRCUIT BREAKER SHALL MATCH AIC RATING AND TYPE OF E;ISTINGBREAKERS AT (E) DISTRIBUTION PANEL.CONSTRUCTION NOTES1GENERAL NOTES1. ALL ITEMS SHOWN ON SINGLE LINE DIAGRAM ARE E;ISTING UNLESSNOTED AS (N) FOR NEW.2. LENGTH OF FEEDERS SHOWN ON SINGLE LINE DIAGRAM ARE NOT TO BEUSED FOR CONSTRUCTION OR BIDDING PURPOSE.3. THE E;ISTING INFORMATION PRESENTED ON THIS DRAWING IS BASEDON THE E;ISTING AS-BUILT INFORMATION AVAILABLE. CONTRACTORSHALL VERIFY THIS INFORMATION PRIOR TO BID SUBMITTAL. PNL
P1
400A3P;FMR-A 112.5KVA480-208Y/120V, 3 SCALE 1PARTIAL SINGLE LINE DIAGRAM--SCALE 2PANEL SCHEDULE AND LOAD CALCULATIONS-- PNL
P1A
PNL
P2
PNL
P3
1(N) 15A3P1(N)AC-4POWERE;HAUST3/4" C - 3#12 + 1#12G
1 1/2"C,3#4 1#8G
PRO-ECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE E;PRESSEDWRITTEN PERMISSION OF BUDLONG ASSOCIATES INC. NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION CONSENT FROM BUDLONG ASSOCIATES INC.PRO-ECT TITLE AND ADDRESS ENGINEER
S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT
S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021-RE NR. 18-0 0 DQG 18-0 0.C1BUDLONG ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 3010TEL (805) 87-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 1203TEL (818)638-8780E 22441R EGISTER
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1122334455667788 101011111212AABBCCDDEEFFGGHHLNMSTORAGE31CONFERENCEROOM32MULTIPURPOSEROOM33EPRESCHOOLROOM38STORAGE63STORAGE48KITCHEN47STORAGE60STORAGE51DATA50MULTIPURPOSEROOM46WOMEN'SRESTROOM33IMEN'SRESTROOM33JSTAFF OFFICE41STAFF OFFICE42GYMNASIUM--OFFICE61OFFICE62HALLWAY33NDISCONNECT AND REMOVE ALL ELECTRICAL COMPONENTS AND ALLASSOCIATED EXISTING WIRING AND CONTROL ACCESSORIES.ACCESSORIES RELATED TO (E) MECHANICAL EQUIPMENT TO BEDEMOLISHED. REFER TO MECHANICAL DEMO PLAN FOR EXACTLOCATION AND DETAILS.1. ALL ELECTRICAL DEMOED E4UIPMENT AND COMPONENTSSHOWN ON ALL DRAWINGS, TO BE THE RESPONSIBILITY OFTHE CONTRACTOR, THE CONTRACTOR IS TO HAVE ALLSALVAGE RIGHTS TO ALL COMPONENTS SHOWN TO DEMOTHROUGHOUT THE CONTRACT DOCUMENTS AND SAIDRIGHTS ARE TO BE REFLECTED IN THEIR AWARDED BIDPROPOSAL.2. CONTRACTOR TO CONSULT OAR AND OTHER TRADES FORSCHEDULE AND SE4UENCE OF DEMOLITION.3. NOT ALL DEVICES, RACEWAYS, ETC. FOR REMOVAL ARESHOWN. CONTRACTOR TO SURVEY SITE FOR COMPLETEDEMOLITION SCOPE.4. AS A RESULT OF ANY DEMOLITION, ALLOW NO
ORPHANED
OR ISOLATED DEVICES OUTSIDE OF WORK SCOPE AREA TOREMAIN DISCONNECTED. PROTECT AND RE-CONNECT ALLE;ISTING DEVICES TO REMAIN TO THE ORIGINAL CIRCUIT OFORIGIN AND LABEL ACCORDINGLY. PROVIDE TERMINATIONOF E;ISTING CONDUCTORS, NEW --BO;ES, CONDUIT, ETC. ASNECESSARY.5. MARK ALL E;POSED -UNCTION BO;ES WITH THE PANEL ANDCIRCUIT NUMBERS OF THE CIRCUITS ENCLOSED WITHIN THE-UNCTION BO; USING A PERMANENT, FELT TIP MARKER.6. REMOVE ENTIRE INSTALLATION OF ITEMS TO BEDEMOLISHED. REMOVE CONDUIT, BO;ES, CONDUCTORS,SUPPORTS FROM WALLS AND FROM ABOVE CEILINGS FORCOMPLETE REMOVAL. REMOVE DATA -ACKS, BO;ES,CONDUITS AND DATA CABLING BACK TO POINT OF ORIGINAND DISCONNECT FROM PATCH PANELS.7. TRACE CIRCUIT ORIGIN FOR ALL RECEPTACLES TO BEREMOVED AND NOTE FOR CONNECTION OF ADDED LOADS.UTILI=E IDENTIFIED CIRCUITS FOR THE NEW RECEPTACLESAND LOADS TO BE INSTALLED.GENERAL NOTESDEMOLITION KEY NOTES11FC1AC4FC1EF4EF3EF6FC2EF5EF11111111PRO-ECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE E;PRESSEDWRITTEN PERMISSION OF BUDLONG ASSOCIATES INC. NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION CONSENT FROM BUDLONG ASSOCIATES INC.PRO-ECT TITLE AND ADDRESS ENGINEER
S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT
S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021-RE NR. 18-0 0 DQG 18-0 0.C1BUDLONG ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 3010TEL (805) 87-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 1203TEL (818)638-8780E 22441R EGISTER
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1122334455667788 101011111212AABBCCDDEEFFGGHHLNMAC1AC2AC31. ALL ELECTRICAL DEMOED E4UIPMENT AND COMPONENTSSHOWN ON ALL DRAWINGS, TO BE THE RESPONSIBILITY OFTHE CONTRACTOR, THE CONTRACTOR IS TO HAVE ALLSALVAGE RIGHTS TO ALL COMPONENTS SHOWN TO DEMOTHROUGHOUT THE CONTRACT DOCUMENTS AND SAIDRIGHTS ARE TO BE REFLECTED IN THEIR AWARDED BIDPROPOSAL.2. CONTRACTOR TO CONSULT OAR AND OTHER TRADES FORSCHEDULE AND SE4UENCE OF DEMOLITION.3. NOT ALL DEVICES, RACEWAYS, ETC. FOR REMOVAL ARESHOWN. CONTRACTOR TO SURVEY SITE FOR COMPLETEDEMOLITION SCOPE.4. AS A RESULT OF ANY DEMOLITION, ALLOW NO
ORPHANED
OR ISOLATED DEVICES OUTSIDE OF WORK SCOPE AREA TOREMAIN DISCONNECTED. PROTECT AND RE-CONNECT ALLE;ISTING DEVICES TO REMAIN TO THE ORIGINAL CIRCUIT OFORIGIN AND LABEL ACCORDINGLY. PROVIDE TERMINATIONOF E;ISTING CONDUCTORS, NEW --BO;ES, CONDUIT, ETC. ASNECESSARY.5. MARK ALL E;POSED -UNCTION BO;ES WITH THE PANEL ANDCIRCUIT NUMBERS OF THE CIRCUITS ENCLOSED WITHIN THE-UNCTION BO; USING A PERMANENT, FELT TIP MARKER.6. REMOVE ENTIRE INSTALLATION OF ITEMS TO BEDEMOLISHED. REMOVE CONDUIT, BO;ES, CONDUCTORS,SUPPORTS FROM WALLS AND FROM ABOVE CEILINGS FORCOMPLETE REMOVAL. REMOVE DATA -ACKS, BO;ES,CONDUITS AND DATA CABLING BACK TO POINT OF ORIGINAND DISCONNECT FROM PATCH PANELS.7. TRACE CIRCUIT ORIGIN FOR ALL RECEPTACLES TO BEREMOVED AND NOTE FOR CONNECTION OF ADDED LOADS.UTILI=E IDENTIFIED CIRCUITS FOR THE NEW RECEPTACLESAND LOADS TO BE INSTALLED.GENERAL NOTESDEMOLITION KEY NOTES1111HP1CU2SF1EF1EF2DISCONNECT AND REMOVE ALL ELECTRICAL EQUIPMENT AND ALLASSOCIATED EXISTING WIRING AND CONTROL ACCESSORIES.ACCESSORIES RELATED TO (E) MECHANICAL EQUIPMENT TO BEDEMOLISHED. REFER TO MECHANICAL DEMO PLAN FOR EXACTLOCATION AND DETAILS.1PRO-ECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE E;PRESSEDWRITTEN PERMISSION OF BUDLONG ASSOCIATES INC. NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION CONSENT FROM BUDLONG ASSOCIATES INC.PRO-ECT TITLE AND ADDRESS ENGINEER
S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT
S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021-RE NR. 18-0 0 DQG 18-0 0.C1BUDLONG ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 3010TEL (805) 87-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 1203TEL (818)638-8780E 22441R EGISTER
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1122334455667788 101011111212AABBCCDDEEFFGGHHLNMSTORAGE31CONFERENCEROOM32MULTIPURPOSEROOM33EPRESCHOOLROOM38STORAGE63STORAGE48KITCHEN47STORAGE60STORAGE51DATA50MULTIPURPOSEROOM46WOMEN'SRESTROOM33IMEN'SRESTROOM33JSTAFF OFFICE41STAFF OFFICE42GYMNASIUM--OFFICE61OFFICE62HALLWAY33N(E) PANEL
DPA
(E) ;FMR
A
(E) PANEL
L1
(E) PANEL
P1
(E) PANEL
P2
(E) PANEL
P3
AC4NO HVAC SCOPE INTHIS AREA.FC1100AS70AF3PW.PFF30AS15AF3PW.PS2MCONSTRUCTION NOTESPROVIDE NEW HEAVY DUTY FUSED DISCONNECTSWITCHES, SI=ED AS SHOWN. PROVIDE CONDUITS,CONDUCTORS, BO;ES, INDEPENDENT SUPPORT FROMTHE UNITS, ETC AS RE4UIRED TO PROVIDE POWER TOTHE UNITS.PROVIDE 3/4" CONDUIT BETWEEN THERMOSTAT ANDCORRESPONDING UNIT. CONDUCTORS ANDTERMINATIONS BY MECHANICAL.1212FC1EF4EF3EF6FC2EF5SMSMS2MSMSMEXISTING W.P/W.RRECEPTACLE TO REMAIN.TTTTTTDPA-2,4,6DPA-8,10,12P1-14P1-28,30P1-28,30P1-14P1-14P1-143/4" C - 3#12 + 1#12GND1 1/2" C - 3#4 +1#8GND22222PRO-ECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE E;PRESSEDWRITTEN PERMISSION OF BUDLONG ASSOCIATES INC. NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION CONSENT FROM BUDLONG ASSOCIATES INC.PRO-ECT TITLE AND ADDRESS ENGINEER
S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT
S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021-RE NR. 18-0 0 DQG 18-0 0.C1BUDLONG ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 3010TEL (805) 87-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 1203TEL (818)638-8780E 22441R EGISTER
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1122334455667788 101011111212AABBCCDDEEFFGGHHLNMNO HVAC SCOPE INTHIS AREA.AC1AC2AC3W.P W.RP1-35W.PW.RFFL1 - 20,22,24L1 - 14,16,18FL1 - 32,34,36(TYP.)PROVIDE NEW HEAVY DUTY FUSED DISCONNECTSWITCHES, SI=ED AS SHOWN. PROVIDE CONDUITS,CONDUCTORS, BO;ES, INDEPENDENT SUPPORT FROMTHE UNITS, ETC AS RE4UIRED TO PROVIDE POWER TOTHE UNITS.PROVIDE 3/4" CONDUIT FROM UNIT TOCORRESPONDING THERMOSTAT. CONDUCTORS ANDTERMINATIONS BY MECHANICAL CONTRACTOR.PROVIDE WEATHER RESISTANT, GFI PROTECTEDWEATHERPROOF RECEPTACLE WHILE IN USE COVER.12FL1 - 38,40,4230AS25AF3P30AS15AF3PF30AS15AF3PL1 - ,11,13F30AS20AF3PL1 - 26,28,3060AS40AF3P30AS25AF3PW.PSF1FF30AS15AF3PHP1L1 - 21,23,25CU2EF1EF2S2MS2M3(TYP.)3P1 - 23P1 - 3 ,41L1 - 15,17,1 30AS15AF3PF30AS15AF3PCONSTRUCTION NOTESW.PW.PW.PW.PW.PW.PW.PW.P3/4" C - 3#12+ 1#12GND3/4" C - 3#12+ 1#12GND3/4" C - 2#12 +1#12GND3/4" C - 3#12+ 1#12GNDL1 - 27,2 ,311" C - 3#8 + 1#10GND3/4" C - 3#12 + 1#12GND3/4" C - 3#12 +1#12GND1" C - 3#10 +1#10GND1" C - 3#10 +1#10GND3/4" C - 2#12 +1#12GND3/4" C - 3#12 +1#12GND(TYP.)PRO-ECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE E;PRESSEDWRITTEN PERMISSION OF BUDLONG ASSOCIATES INC. NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION CONSENT FROM BUDLONG ASSOCIATES INC.PRO-ECT TITLE AND ADDRESS ENGINEER
S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT
S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021-RE NR. 18-0 0 DQG 18-0 0.C1BUDLONG ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 3010TEL (805) 87-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 1203TEL (818)638-8780E 22441R EGISTER
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FIRE ALARM SYMBOL LISTSYMBOLDESCRIPTIONMODEL #C.S.F.M #FACPFIRE ALARM CONTROL PANEL7165-0026:1544002-8001H7165-0026:1547257-0569:1327300-0026:1907300-0026:190 / 7135-0026:1397150-0854:1757270-0026:1647300-0026:1504903-9501 / 2901-98402081-92752901-98384904-91052099-9754F.B.O---------------------------F.B.O---------------------------F.B.O------------------------------------------------------------------------------------------------------------SDLFHHDHDFSTSRPIVPIV18 AH BATTERIESHORNSMOKE DETECTOR /BASESTROBEPULL STATIONHORN/STROBEHEAT DETECTOR/BASE(SURFACE)CEILING MOUNTEDREMOTE INDICATING LAMPWATERFLOW SWITCHTAMPER SWITCHPIV VALVE2098-92012098-94462098-94392098-98087270-0026:1647135-0026:139HEAT DETECTOR/BASE(CONCEALED)ABOVE CEILING / ATTICMANUFACTURERMOUNTINGREMARKSSURFACESIMPLEXGENTEXSURFACEWALL MTD.SIMPLEXSURFACESURFACEWALL MTD.SURFACESURFACEWALL MTD.SURFACECONCEALEDCEILING ACCESS PANELFLUSHELMDORAPPLICABLE CODESSCOPE OF WORKMAXIMUM NUMBER OF CONDUCTORSIN TRADE SIZES OF TUBINGV2400 RACEWAY WIRE FILL CAPACITIES FOR POWERNUMBER OF CONDUCTORS (40% FILL)WIRE SIZETHHN/THWNWITHOUTDEVICESO.D.Inches(mm)0.111(2.8)5714 AWG0.130(3.3)4112 AWG0.164(4.2)2610 AWGCONDUCTORSMetric Designator (Trade Size)CONDUCTORSIZE(AWG/kcmil)TYPETHHN,THWN,THWN-2141210816(1/2)1295321(3/4)221610627(1)352616935(1 1/4)6145281641(1 1/2)8461382253(2)1381016336WITH 2427RECEPTACLE129-1 D1 DCABLE TYPEQUANTITY OF CABLEDEVICE DESIGNATIONCABLE CALLOUT NOTESDEVICE NUMBERNOTIFICATION CIRCUITA1 - 2V1 - 2DEVICE ADDRESSLOOP NUMBERL3 - 03INITIATINGNOTIFICATIONELECTRICAL SYMBOL LISTJJUNCTION BOX: CEILING MOUNTED, WALL MOUNTED OR IN ACCESSIBLE CEILING SPACEBRANCH CIRCUIT FLUSH PANELBOARDCONDUIT: UNDERGROUND OR BELOW GRADE. SIZE & NUMBER OF CONDUCTORS AS NOTED.CONDUIT: CONCEALED ABOVE CEILING OR IN WALL IN FINISHED AREAS; EXPOSED IN UNFINISHEDAREA, 3/4"C. U.O.N.3/4"C, 2#12 & 1#12 GROUND U.O.N.E"E" INDICATES EXISTING DEVICE TO REMAINR"R" INDICATES EXISTING DEVICE TO BE REMOVED1FA-201SEE DIAGRAM 1, SHEET FA-201WWIREMOLD: EXPOSED 2400 WIREMOLD IN EXPOSED FINISHED AREA, WITH ALLREQUIRED FITTINGS AND ACCESSORIESWNOTE:EXISTING FIRE ALARM SYSTEM SHALL REMAIN FULLYIN SERVICE, UNIMPAIRED, UNTIL NEW SYSTEM HASBEEN ACCEPTED. FIRE WATCH REQUIRED FORIMPAIRMENT OF SYSTEM.WIRE SCHEDULECABLETYPEWIRE/CABLE DESCRIPTIONCIRCUIT TYPEA 2#12 WEST PENN 60994BAUDIBLEVVISUALD2#16 WEST PENN D990 INDOOR DATA LOOP2#12 WEST PENN 60994BPROVIDE FIRE ALARM COVERAGE TO NEW CONSTRUCTION AREA VIA HORNS, HORN/STROBES, SMOKE DETECTORS, AND HEATDETECTORS.FIRE ALARM SHEET INDEXNUMBERSHEET TITLEFA-1.1FIRE ALARM FRONT SHEETFA-2.1FA-3.1FIRE ALARM CONSTRUCTION PLANFIRE ALARM RISER DIAGRAM & CALCULATIONSAUTOMATIC FIRE ALARM SYSTEMS SHALL TRANSMIT THE ALARM, SUPERVISORY AND TROUBLE SIGNALS TO AN APPROVED SUPERVISINGSTATION AS REQUIRED BY NFPA 72 AS AMENDED BY ARTICLE 91. THE SUPERVISION STATION SHALL BE LISTED AS EITHER UUFX OR UUJSBY UNDERWRITERS LABORATORY OR SHALL MEET THE REQUIREMENTS OF FACTORY MUTUAL RESEARCH APPROVAL STANDARD 3011.TELEPHONE LINES FOR FACP UNDER ELECTRICAL CONTRACT.FIRE ALARM MONITORING: SERVICEPRO FIRE PROTECTION, INC.805-487-1477C-16# 917889 & E-1375FIRE ALARM MONITORING NOTECONSTRUCTION SHALL COMPLY WITH THE FOLLOWING PARTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR):PART 1 2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, TITLE 24 C.C.R.PART 2 2019 CALIFORNIA BUILDING CODE (CBC), TITLE 24 C.C.R(2018 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL WITH CALIFORNIA AMENDMENTS).PART 3 2019 CALIFORNIA ELECTRICAL CODE (CEC), TITLE 24 C.C.R.(2017 NATIONAL ELECTRIC CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA)PART 4 2019 CALIFORNIA MECHANICAL CODE (CMC), TITLE 24 C.C.R.(2018 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS IAPMO).PART 5 2019 CALIFORNIA PLUMBING CODE (CPC), TITLE 24 C.C.R.(2018 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS IAPMO).PART 6 2019 CALIFORNIA ENERGY CODE (CEC), TITLE 24 C.C.R.PART 9 2019 CALIFORNIA FIRE CODE (CFC), TITLE 24(2018 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL).PART 10 2019 CALIFORNIA EXISTING BUILDING CODE, TITLE 24 C.C.R.(2018 INTERNATIONAL EXISTING BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL WITH CALIFORNIA AMENDMENTS).PART 11 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE), TITLE 24 C.C.R.PART 12 2019 CALIFORNIA REFERENCED STANDARDS, TITLE 24 C.C.R.PARTIAL LIST OF APPLICABLE STANDARDS:NFPA 13 AUTOMATIC SPRINKLER SYSTEMS (CALIFORNIA AMENDED)2016 EDITIONNFPA 72, NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED)2016 EDITION(NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES")NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITIONNFPA 17a WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITIONTITLE 19 C.C.R. SFM REGULATIONSUL 464 AUDIBLE SIGNAL APPLIANCES2016 EDITIONUL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS 2016 EDITIONXFIRE ALARM SYSTEM SEQUENCE OF OPERATIONSNotes[1][3][2][1] Indicate trouble on wiring fault or device as required.[2] Shut down only air handler equipment in the building or area where alarm condition occurs.[3] Close only smoke and fire dampers in the building or area where alarm condition occurs.NOTES:Fire Alarm Low
Battery System
PullStationsManualAreaSmokeDetectorsDetectorsArea HeatHeat LinearDetectorsCombinationCO/SmokeDetectorsFlow WaterSprinklerBell SwitchTamperSprinklerPower Failure
Fire Alarm ac
Power Failure
Open Circuit
Fault Ground
Short Circuit
Appliance
Notification
Kitchen
Suppression
Room Smoke
Elevator Machine
Detector
Lobby Smoke
Elevator Detector
Heat Room
Elevator Machine
Detector
Heat Detector
Hoistway
Controller Fire
PumpX XXXXXXXXXXXXXXXXXXXXXXX X X X X XX X X X X XDEVICE / ACTIONAnnunciate alarm at FACP and Remote AnnunciatorAnnunciate supervisory condition at FACP and RemoteAnnunciatorAnnunciate trouble at FACP and Remote AnnunciatorActivate Audible/Visual Signal Thoughout School (Alarm)Contact Central Station (UDACT)Mute Local Public Address SystemDisable Passing SignalsShut down Air Handling EquipmentClose Smoke/Fire DampersClose Smoke and Fire DoorsTurn on general house lightingElevator Power Shunt TripElevator RecallSound Sprinkler BellXXXXXXXXXXXXCode approved local alarm tone at affected area(s) onlyCOSMKXXXXXX XXXXXXXXXXRMRELAY MODULEGAMEWELL-FCIAOM-27300-1703:0102SURFACEAPCRHVAC CONTROL RELAY MODULEAIR PRODUCTSAND CONTROLSMR-1017300-1004:0101SURFACEGENTEXSIMPLEXGENTEXSIMPLEXSIMPLEXPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780E 22441R EGISTER
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FIRE ALARM RISER DIAGRAM(E) FACPZ1-01HDHDHD(E)(E)(E)Z1-02Z1-03EOLZ1A-01HDHD(E)(E)Z1A-02Z2-01Z2-02SDSD(E)(E)Z3-01SD(E)Z3-02HD(E)HDZ3-03(E)HDZ3-04(E)HDZ3-05(E)HDZ3-06(E)HDZ3-07(E)HDZ3-08(E)HDZ3-09(E)HDZ3-10(E)HDZ3-11(E)HDZ3-12(E)HDZ3-13(E)HDZ3-14(E)HDZ3-15(E)EOLEOLZ5-01SD(E)Z5-02SD(E)Z5-03SD(E)F(E)Z6-01F(E)Z6-02TSFS(E)(E)EOLEOLEOLZ7-01EOLZ8-01 PIV PIV PIVEOL(E)(E)(E)Z9-01Z9-02Z9-03HDZ10-01(E)HDZ10-02(E)HDZ10-03(E)HDZ10-04(E)HDZ10-05(E)HDZ10-06(E)HDZ10-07(E)HDZ10-08(E)HDZ10-09(E)HDZ10-10(E)HDZ10-11(E)HDZ10-12(E)HDZ10-13(E)HDZ10-14(E)EOLF(E)Z11-01F(E)Z11-02F(E)Z11-03F(E)Z11-04EOLF(E)Z12-01EOLL(E)S1-01L(E)L(E)L(E)Z1Z1AZ2Z3Z5Z6Z7Z8Z9Z10Z11Z12H(E)S1-02 S1-03 S1-04 S1-05EOLS1HH(E)S2-02H(E)S2-05WPWPS2-01S2-03 S2-04L(E)L(E)S2HS3-01HS3-02S3EOLEOLEOLRMAPCRL1-M01FORAC-3L1RMAPCRL1-M02RMAPCRL1-M03RMAPCRL1-M04RMAPCRL1-M05RMAPCRL1-M06FORAC-2FOREF-2FORSF-1FORAC-1FORAC-4(E)(E) (E)PROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780E 22441R EGISTER
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112233445566778899101011111212AABBCCDDEEFFGGHHLNMSTORAGE31CONFERENCEROOM32MULTIPURPOSEROOM33bPRESCHOOLROOM38STORAGE63STORAGE48KITCHEN47STORAGE60STORAGE51DATA50MULTIPURPOSEROOM46WOMEN'SRESTROOM33fMEN'SRESTROOM33gSTAFF OFFICE41STAFF OFFICE42GYMNASIUM--OFFICE61OFFICE62HALLWAY33k(E) PANEL 'DPA'(E) XFMR 'A'(E) PANEL 'L1'(E) PANEL 'P1'(E) PANEL 'P2'(E) PANEL 'P3'NO HVAC SCOPE INTHIS AREA.FZ11-02FZ11-01HDZ10-03HDHDZ10-02HDZ10-01Z10-04HS3-01FZ11-03HDZ10-08HDZ10-07HDZ10-06FZ11-04EOLHS3-02EOLHDZ10-05HDZ10-09HDZ10-10HDZ10-11HDZ10-14EOLHDZ10-13HDZ10-12TO FACPHS2-02WPFZ6-01HDSDZ1-01Z5-01HDSDZ1-02Z5-02HDSDZ1-03EOLZ5-03EOLFZ6-02EOLHS2-01HDHDZ3-14Z3-15EOLHDZ3-10HDZ3-11HDZ3-12HDZ3-13HDZ3-09LS2-03SDZ2-02EOLHDZ1A-02EOLHWPS2-05EOLFZ12-01EOLSDZ2-01HDZ1A-01LS1-02LS1-03HDZ3-05HDZ3-04LS1-01HDZ3-03FACPHDSDZ3-01Z3-02HDZ3-08HDZ3-07LS1-05EOLHS1-04HDZ3-06PIVPIVPIVZ9-03EOLZ9-02Z9-01TSZ8-01EOLFSZ7-01EOLRRRRRRLS2-04RMAPCRTO ROOF FORSHTDOWN OFEF-02L1-MO3RMAPCRL1-MO4RMAPCRRMAPCRRMAPCRTO ROOF FORSHTDOWN OFSF-01TO ROOFFORSHTDOWNOF AC-01TO ROOF FORSHTDOWN OF AC-02TO ROOF FORSHTDOWN OF AC-03L1-M01L1-MO2L1-MO5RMAPCRL1-M06TO GRADE FORSHTDOWN OF AC-04(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)PROVIDE 24VDC POWER FROM FCPS TO RELAY MODULE.1111111GENERAL NOTES1. CONTRACTOR SHALL RUN 3/4" CONDUIT FOR RUNS IN ATTIC SPACE U.O.N.CONTRACTOR SHALL RUN WIREMOLD V2400 FOR ALL RUNS ALONG WALLINSIDE CLASSROOMS, OFFICES, WORK AREAS AND CORRIDORS.CONTRACTOR SHALL RUN WIREMOLD V700 ON CEILINGS TO SMOKE ANDHEAT DETECTORS FOR EXPOSED INTERIOR RUNS. PAINT ALL CONDUIT FOREXPOSED RUNS TO MATCH EXISTING WALL/CEILING. PROVIDE ALLNECESSARY CONNECTORS AND FITTINGS FOR A COMPLETE SYSTEM.2. CONTRACTOR SHALL RUN MINIMUM 3/4"C FOR EXPOSED EXTERIOR RUNS.GENERAL NOTESPROJECT NO.DRAWN BYSCALEDATESHEET TITLEREVISIONSBUDLONG & ASSOCIATES INC. CONSULTING ENGINEERS. THESE DOCUMENTSARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF BUDLONG & ASSOCIATES INC.; NOR ARE THESEDOCUMENTS TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAININGSAID WRITTEN PERMISSION & CONSENT FROM BUDLONG & ASSOCIATES INC.PROJECT TITLE AND ADDRESS ENGINEER'S STAMP ENGINEERCITY OF MOORPARK799 MOORPARK ROAD,MOORPARK, CA 93021CONSULTANTCONSULTANT'S STAMP SHEET NUMBERCHECKED BYCITY OF MOORPARK -ARROYO VISTACOMMUNITY PARK GAS& HVAC UPGRADES4550 TIERRA REJADARD., MOORPARK, CA93021Job No. 18-090 and 18-090.C1BUDLONG & ASSOCIATES, INCE N G I N E E R S- C O N S U L T A N T SCAMARILLO OFFICE400 W VENTURA BLVD, STE 240CAMARILLO, CA 93010TEL: (805)987-4001GLENDALE OFFICE315 ARDEN AVE, STE 23GLENDALE, CA 91203TEL: (818)638-8780E 22441R EGISTER
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Appendix III
APPENDIX III
CITY HOLIDAYS – 2021
Friday, January 1 – New Year’s Day
Monday, January 18 – Martin Luther King, Jr. Day
Monday, February 15 – Presidents Day
Monday, March 29 – Cesar Chavez Day
Monday, May 31 – Memorial Day
Monday, July 5 – Independence Day Holiday
Monday, September 6 – Labor Day
Thursday, November 11 – Veterans Day
Thursday, November 25 – Thanksgiving Day
Friday, November 26 – Extended Thanksgiving Holiday
Friday, December 24 – Four Hours – Christmas Eve
Monday, December 27 Christmas Day Holiday- observed
Page 123 of 130 439
CITY OF MOORPARK
JANICE S. PARVIN
Mayor
DR. ANTONIO CASTRO
Councilmember
CHRIS ENEGREN
Councilmember
DANIEL GROFF
Councilmember
DAVID POLLOCK
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, 2021
ADDENDUM NO. 1
for
ARROYO VISTA RECREATION CENTER GAS LINE
AND HVAC REPLACEMENT
Identification No. P&R-2021-03
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:
CLARIFICATIONS:
• The gas line is not to be exposed in the conference room at the northwest corner of the
Recreation Center, but is to be routed within the ceiling space of the building . An
alternative route is identified in the Attachment to take advantage of existing ceiling space
and avoid the conference room. Contractor would be responsible for replacing the
existing 12” x 12” access in the lobby entry way with a 24” x 24” access panel. This roughly
aligns with an existing 24” x 24” access panel in the office south of the entry way beneath
the clock tower, in alignment with the A-frame breezeway that connects to the Gym. If
Contractor determines it is necessary to open other areas along the gas route to facilitate
placement of the line, then Contractor will be responsible for repairing and restoring any
such access areas.
• Contractor is to remove and replace existing fan coil unit and related accessories above the
kitchen as noted on Sheet M-2.1 (see Demolition Key Note C). Specifications for the new
replacement fan coil unit can be found on Sheet M-1.2. See Sheets M-3.1, M-4.1, and M-
4.5 for applicable construction plans, mounting detail and anchoring detail.
• Contractor shall install and/or enlarge any access panels necessary to complete the work,
with prior approval of the City representative. New panel installations/renovations shall be
finished in a professional manner and painted to match the ceiling.
• Time for completion is revised as follows: The Contractor shall complete all work related to
the Gas Line Replacement within twenty (20) Working Days from the Notice to Proceed.
All work related to the HVAC Replacement, including testing and final punch-list items, shall
be completed within twenty (20) Working Days of the new HVAC unit delivery.
• Virtual Bid Opening: Interested parties can access the online public bid o pening beginning
at 2:00 p.m. local time on Thursday, October 7, 2021 at the following link:
https://us02web.zoom.us/webinar/register/WN_wwx9DC9fQx-LG7RSoqPLtg
Page 124 of 130 440
Addendum No. 1
Arroyo Vista Recreation Center Gas Line and HVAC Replacement Project
Page 2
QUESTIONS:
1. Q: Is there an Engineers Estimate for the project?
A: There is no Engineers Estimate. The City has budgeted $195,000 for the project.
2. Q: Are there Liquidated Damages?
A: Yes, Liquidated Damages will be $150 per day, as shown in the Sample
Agreement included in the bid package.
3. Q: What is the contact information for Bay Alarm?
A: The service representative for Bay Alarm Company is James Staniland.
Email: James.Staniland@bayalarm.com, Phone: (805) 662-2715
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
proposal and no additional compensation will be allowed therefore.
__________________________________________
Jeremy Laurentowski, Parks and Recreation Director
Questions regarding this addendum may be directed to the City’s Project Representative Chris Ball,
cball@moorparkca.gov no later than September 30, 2021.
PLEASE EMAIL A SIGNED COPY OF ADDENDUM TO CHRIS BALL AT
CBALL@MOORPARKCA.GOV AND INCLUDE WITH PROPOSAL.
RECEIPT OF THIS ADDENDUM IS HEREBY ACKNOWLEDGED.
Company Name:
Authorized Representative:
Signature of Authorized Representative:
Page 125 of 130 441
Page 126 of 130 442
Page 127 of 130 443
Page 128 of 130 444
CITY OF MOORPARK
JANICE S. PARVIN
Mayor
DR. ANTONIO CASTRO
Councilmember
CHRIS ENEGREN
Councilmember
DANIEL GROFF
Councilmember
DAVID POLLOCK
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 6, 2021
ADDENDUM NO. 2
for
ARROYO VISTA RECREATION CENTER GAS LINE
AND HVAC REPLACEMENT
Identification No. P&R-2021-03
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:
CLARIFICATIONS:
FIRE ALARM CONSTRUCTION (Construction Documents: Sheets FA-1.1 – FA-3.1):
• Contractor to install all conduit and wiremold per Fire Alarm Construction Floor Plan (Sheet
FA-3.1)
• Fire alarm wiring and alarm panel hookups/relay module connections to be performed by
others.
• Existing fire alarm system to remain in service, unimpaired, until new system is accepted.
BID OPENING:
• Bid opening will be conducted online via Zoom. Interested parties can access the online
public bid opening beginning at 2:00 p.m. local time on Thursday, October 7, 2021 at the
following link: https://us02web.zoom.us/webinar/register/WN_wwx9DC9fQx-LG7RSoqPLtg
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
proposal and no additional compensation will be allowed therefore.
__________________________________________
Jeremy Laurentowski, Parks and Recreation Director
PLEASE INCLUDE A SIGNED COPY OF ADDENDUM ACKNOWLEDGEMENT (PAGE 2)
WITH PROPOSAL.
Page 129 of 130 445
Addendum No. 2
Arroyo Vista Recreation Center Gas Line and HVAC Replacement Project
Page 2
RECEIPT OF THIS ADDENDUM NO. 2 IS HEREBY ACKNOWLEDGED.
Company Name:
Authorized Representative:
Signature of Authorized Representative:
Page 130 of 130 446
ATTACHMENT 2
RESOLUTION NO. 2021-_____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
MOORPARK, CALIFORNIA, AMENDING THE FISCAL YEAR
2021/22 BUDGET BY APPROPRIATING $253,050 FROM THE
EQUIPMENT REPLACEMENT FUND (3003) TO FUND THE
ARROYO VISTA RECREATION CENTER HVAC REPLACEMENT
PROJECT (M0024)
WHEREAS, on June 16, 2021 the City Council adopted the Operating and
Capital Improvement Projects budget for Fiscal Year (FY) 2021/22, appropriating
$95,000 from the Endowment Fund (2018) and $100,000 from the Equipment
Replacement Fund (3003) for the Arroyo Vista Recreation Center HVAC Replacement
project (M0024); and
WHEREAS, a staff report has been presented to the City Council describing total
project costs associated with M0024 in the amount of $467,300; and
WHEREAS, an additional $253,050 is required to finance the HVAC equipment
replacement and a budget amendment of $253,050 from the Equipment Replacement
Fund (3003) is requested; 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:
SECTION 1. A budget amendment in the amount of $253,050 from the
Equipment Replacement Fund (3003), as more particularly described in Exhibit “A”,
attached hereto, is hereby approved.
SECTION 2. The City Clerk shall certify to the adoption of this resolution and
shall cause a certified resolution to be filed in the book of original resolutions.
PASSED AND ADOPTED this 3rd day of November, 2021.
_____________________________
Janice S. Parvin, Mayor
ATTEST:
___________________________________
Ky Spangler, City Clerk
Exhibit A – Budget Amendment
447
Resolution No. 2021-_____
Page 2
FUND BALANCE ALLOCATION:
Fund-Account Number Amount
3003-000-00000-33990 253,050.00$
Total 253,050.00$
EXPENDITURE APPROPRIATION:
Account Number Current Budget Revision Amended Budget
2018-171-M0024-55300 13,613.00$ -$ 13,613.00$
2018-171-M0024-55500 95,000.00$ -$ 95,000.00$
3003-171-M0024-55500 100,000.00$ 253,050.00$ 353,050.00$
-$ -$ -$
Total 208,613.00$ 253,050.00$ 461,663.00$
EQUIPMENT REPLACEMENT FUND
EXHIBIT A
BUDGET AMENDMENT FOR
FOR ARROYO VISTA RECREATION CENTER
FY 2021/22
Fund Title
HVAC REPLACEMENT PROJECT (M0024)
EQUIPMENT REPLACEMENT FUND (3003)
448