Item 06 2024-01095 Contract - Southside Park Pool Renovation (L19706500)

City of Sacramento
City Council - 5PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2024-01095 5/28/2024 Consent Item 6.

Contract: Southside Park Pool Renovation (L19706500)
File ID: 2024-01095
Location: 2115 6th Street, District 4, Represented by Councilmember Valenzuela Recommendation: Pass a Motion: 1) awarding a construction contract to Dave Gross Enterprises Inc. dba Adams Pool Specialties in an amount not to exceed $594,921 for Southside Park Pool Renovation (L19706500); and 2) authorizing the City Manager or the City Manager’s designee to execute the contract specified above.

Contact: Richard Parks, Senior Architect, (916) 808-8427, [email protected]; David Avilla, Supervising Architect, (916) 808-7501, [email protected] ; James Christensen, Facilities Manager, (916) 808-5863, [email protected], Department of Public Works
Presenter: None.

Attachments:
1-Description/Analysis
2-Contract- Dave Gross Enterprises Inc. dba Adams Pool Specialties Description/Analysis
Issue Detail: The Department of Public Works Facilities and Real Property Management Division is seeking approval to award a construction contract to Adams Pool Specialties in an amount not to exceed $594,921 for Southside Park Pool Renovation.

The Southside Park Pool currently has a fiberglass finish that has deteriorated beyond its useful life, leading to the closure of the pool during the critical summer swim months. The degraded finish allows fibers to leach into the pool water, posing potential health risks to users.

To address these issues, the planned improvements involve removing the existing fiberglass finish, tiles, and other surfaces. The renovation will include installing new tiles, pool markings, depth markers, rope anchors, main drain covers, wall inlets and other fitting covers. All surfaces will be prepared for a new white plaster finish to ensure safety and functionality.

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File ID: 2024-01095 5/28/2024 Consent Item 6.

Policy Considerations: The recommendations in this report are in accordance with the provisions of City Code Chapter 3.60. which requires City Council approval of contracts of $250,000 or more.

Economic Impacts: The recommended contract is expected to create 4.40 total jobs (2.80 direct jobs and 1.61 jobs through indirect and induced actives) and create $580,953 in total economic output ($372,406 of direct output and another $208,547 of output through indirect and induced activities).

The indicated economic impacts are estimates calculated using a calculation tool developed by the Center for Strategic Economic Research (CSER). CSER utilized the IMPLAN input-output model (2009 coefficients) to quantify the economic impacts of a hypothetical $1 million of spending in various construction categories within the City of Sacramento in an average one-year period. Actual impacts could differ significantly from the estimates and neither the City of Sacramento nor CSER shall be held responsible for consequences resulting from such differences.

Environmental Considerations:

California Environmental Quality Act (CEQA): The action is exempt from review under the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15302.

The action consists of the replacement or reconstruction of existing structures and facilities where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced. The action involves replacement or reconstruction of existing improvements and/or facilities involving negligible or no expansion of capacity.

Sustainability: None.

Commission/Committee Action: Not applicable.

Rationale for Recommendation: The Southside Park Pool Renovation project will replace the deteriorating fiberglass pool surface with a new white plaster finish. These repairs will eliminate the potential health risks to patrons and staff and return the facility to an operational status.

On April 1, 2024, the Department of Public Works Facilities and Real Property Management Division issued Invitation for Bid (IFB) No. B24014541001 for Southside Park Pool Renovation. One bid was received. Dave Gross Enterprises Inc. dba Adams Pool Specialties met the LBE participation and is the lowest responsive and responsible bidder. The results of IFB No. B24014541001 are listed in the table below.

CONTRACTOR BID AMOUNT LBE %
Dave Gross Enterprises Inc. dba Adams Pool
Specialties.
$594,921 Yes

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File ID: 2024-01095 5/28/2024 Consent Item 6.CONTRACTOR BID AMOUNT LBE % Dave Gross Enterprises Inc. dba Adams Pool
Specialties.
$594,921 Yes
Construction is anticipated to begin in June of 2024
Financial Considerations: There is sufficient funding in the Southside Park Pool Repairs project (L19706500) (Fund 2401, Measure U and Fund 3204, Park Development) to award the contract to Dave Gross Enterprises Inc. dba Adams Pool Specialties, in the amount of $594,921 and cover the remaining project costs.

Due to the forecasted structural budget gap, the City Manager has directed City departments to minimize costs and for all new contracts to receive an additional level of scrutiny to ensure they are necessary for the operation of the City. This contract has been reviewed and approved by the City Manager’s Office to advance to Council for approval.

Local Business Enterprise (LBE): Dave Gross Enterprises Inc. dba Adams Pool Specialties is an LBE.

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( ill' iif
SACRAMENTO BidProposal
TO THE HONORABLE CITY COUNCIL, SACRAMENTO, CALIFORNIA: In compliance with the Contract Documents, theundersigned hereby proposes to furnish all required labor, materials, supervision, transportation, equipment,services, taxes and incidentals required for:

SOUTHSIDE PARK POOL RENOV ATIONS
L19706512
Bid # B24014S41001
in the City and County of Sacramento, California. The Work is to be done in strict conformity with the ContractDocuments now on file in the Office of the City Clerk, for the following sum:

Itm
NO, Ttem

I SOUTHSIDEPARKPOOLRENOVATTONS
QTY }Jnit unit Price Tota
1 LS LUMP SUM $ 594,921 .00
BASEBIDTOTAL $594,921.00
CONT ,,CToR NAMF,: Dave Gross Enteprises Inc, dba. Adams Pool Specialties GRAND TOTAL $ 594,921.00 The undersigned agrees to execute theAgreement and provide City the executedAgreement, the required insurance certificates, endorsements, and waivers of subrogation, and the requiredsureffl bonds within ten(10) calendar days after the undersigned's receipt of the Ciff's notice that the undersigned will berecommended for Contract award and prior to award of the Contract by the Ciff Council. It is understood thatthis Bid Proposal is based upon completion of the Work within a period of 90 (NINETY) Calendar days from theNotice to Proceed for substantial completion and, commencing on the date set forth in the written Notice toProceed issued by the City to the Contractor. The Contractor is hereby notified and reminded that per CityContract requirements, the City will issue a Notice to Proceed within 15 calendar days of execution of contract byCity. Contract workdays will start immediately on the date of the Notice to Proceed. Attached is a sample of aNotice to Proceed. The amount of liquidated damages to be paid by the Contractor for failure to complete the workbythe completion date (as extended, ifapplicable) shall be One Thousand Dollars ($1,000) for each calendar day,continuing to the time at which the work is completed. Such amount is the actual cash value agreed upon as theloss to the City resulting from the default of the Contractor. By signing, it is also understood that all laborcompliance requirements must be met by all contractors, sub-contractors, and sub-tier contractorsbefore any payment can be made. Failure to meet the labor compliance requirements will result in yourpay request or invoice being rejected.

No payment shall be made by the City until full compliance has been met. Parttal payments/partialwithholdings will not be authorized. Work under these Special Provisions shall be performed by qualified personnel experienced in work described herein. The Contractor and/or its subcontractor shall possess currentand active licenses issued by the California Contractors State License Board at the time of the bidsubmittal and throughout the construction period. Any cited violations or pending violation investigations by the California Contractors State Licensing Board within three years prior to the date ofthe bid submittal shall be fully disclosed in the bid. 767721LICENSE #
Namp: Dave Gross Enteprises Inc. dba Adams Pool Specialties AddrPlSs, 7 Wayne Court, Sacramento, CA 95829
Issue Date' 08/23/1 999 08/31 /2025Expiration Date:
(.'ill' {l/
SACRAMENTO Bid Proposal

DETERMINATION OF LOW BIDDER
The determination of the low bidder will be based on the base bid and all additives, if any. However, the contract award may not include any of the additives. The City reserves the right to select which additives, if any, to include in the contract award in addition to the base bid work. If an additive is an alternative to a bid item and the additive is to be awarded, the contract amount will be based on the additive price instead of the base bid item price. In determining the amount bid by each bidder, the City may disregard mathematical errors in addition, subtraction, multiplication, and division that appear obvious on the face of the Proposal. When such a mathematical error appears on the face of the Proposal, the City shall have the right to correct such error and to compute the total amount bid by said bidder on the basis of the corrected figure or figures. The City Council may reject any and all bids and waive any informalities or minor irregularities in the bids. When an item price is required to be set forth in the Proposal, and the total for the item set forth separately does not agree with a figure which is derived by multiplying the item price times the Engineer's estimate of the quantity of work to be performed for said item, the item price shall prevail over the sum set forth as the total for the item unless, in the sole discretion of the City, such a procedure would be inconsistent with the policy of the bidding procedure. The total paid for each such item of work shall be based upon the item price and not the total price. Should the Proposal contain only total price for the item and the item price is omitted, the City shall determine the item price by dividing the total price for the item by the Engineer's estimate of the estimated quantities of work to be performed as items of work. If the Proposal contains neither the item price nor the total price for the item, then it shall be deemed incomplete, and the Proposal shall be deemed non-responsive. The undersigned has examined the location of the proposed Work, the local conditions at the place where the Work is to be done, is familiar with the Contract Documents and is familiar and expressly agrees to the liquidated damages provision of the Contract Documents. The undersigned has carefully checked all of the foregoing figures and understands that the City of Sacramento will not be responsible for any errors or omissions on the part of the undersigned in making up this Bid Proposal.

Oh' tij
SACRAMENTO Bid Proposal
tONTRACTORTOCOMPl,HTE ANDSI(!d

BID BOND ADDENDUM ACKNOXVLEDGEMENT
NOT REQUIRED FORTHIS SOIjCITATION The undersigned agrees that all addenda received and acknowledged herein shall become a part of and be included in this Bid Proposal. This Bid Proposal includes the following addenda:

Addendum 1 Addendum 2 Addendum 3
Addendum Addendum
Contracmr Signature:

PRIME CONTRACTOR INFORMATION
BuSl,ness Name: Dave Gross Enterprises Inc., dba Adams Pool Specialties BusinessAddre.s.s:7 Wayne Court, Sacramento, CA 95829

PRIME CONTRACTOR - TYPE OF BUSINESS
Ifthe Bidder is a corporation, the Bid Proposal must be executed in the name of the corporation and must be signed by a duly authorized officer of the corporation. Ifthe Bidder is a partnership, the Bid Proposal must be executed in the name ofthe parhiership and one ofthe partners must subscribe their signature thereto as the authorized representative of the partnership. Check one:
glndividual g Partnership
[OCorporation []Limited Liability Company
gather

PRIME CONTRACTOR LICENSES & TAX INFORMATION
. 767721 . . 08/31/2025Contractors State Licensp #: Exnirahon:
(mustbe valid at time of bid)
. . 1000008388 . . 06/30/2025DIRRegistrahon#: Expirahon:
(must be valid at time of bid)
. . . 145493City of Sacramento Business Operation Tax #:
(mustbe valid priorto award of contracl) . . 06/30/2024BOTC Expiration:
443-5475-1 68-0427720State Tax TT)# Fedpral Tax m # ';(msnoxPon cmusgorc4

TO F(LL QUJ
Bid Bond Security Received:

NOTREQUIRED FORTHIS SOLICITATION
David Gross
Print or Type Signers Name
President 5/1 /2024
Signers Title Date
Rev9-8-21

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

INSURER(S) AFFORDING COVERAGE
INSURER F :

INSURER E :

INSURER D :

INSURER C :

INSURER B :

INSURER A :

NAIC #
NAME:

CONTACT
(A/C, No):

FAX
E-MAIL
ADDRESS:

PRODUCER
(A/C, No, Ext):

PHONE

INSURED
REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $
$
$PROPERTY DAMAGE
BODILY INJURY (Per accident)
BODILY INJURY (Per person)

COMBINED SINGLE LIMIT

AUTOS ONLY

AUTOSAUTOS ONLY

NON-OWNED

SCHEDULEDOWNED

ANY AUTO

AUTOMOBILE LIABILITY
Y / N

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under

ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-

STATUTE
PER

LIMITS(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY)

POLICY EFF

POLICY NUMBERTYPE OF INSURANCELTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

EXCESS LIAB
UMBRELLA LIAB $EACH OCCURRENCE
$AGGREGATE
$
OCCUR

CLAIMS-MADE
DED RETENTION $
$PRODUCTS - COMP/OP AGG
$GENERAL AGGREGATE
$PERSONAL & ADV INJURY
$MED EXP (Any one person)
$EACH OCCURRENCE

DAMAGE TO RENTED
$PREMISES (Ea occurrence)

COMMERCIAL GENERAL LIABILITY

CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY PRO-

JECT LOC

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)

CANCELLATION

AUTHORIZED REPRESENTATIVE
ACORD 25 (2016/03)
© 1988-2015 ACORD CORPORATION. All rights reserved.

CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED

AUTOS ONLY
5/9/2024
InterWest Insurance Services, LLC
P.O. Box 8110
Chico CA 95927-8110
Kerri Van Maren
916-797-4436
916-784-8116
[email protected]
License#: 0B01094
Zurich American Insurance Company
16535
ADAMS12
Crum & Forster Specialty InsCo
44520
dba Adams Pool Specialties
Dave Gross Enterprises, Inc.
#7 Wayne Court
Sacramento CA 95828
Gemini Insurance Company
10833
962045063
C
X
1,000,000
X
50,000
5,000
1,000,000
2,000,000
X
Y
Y
VCGP030467
10/1/2023
10/1/2024
2,000,000
A
1,000,000
X
X
X
Y
Y
BAP551376907
10/1/2023
10/1/2024
B
X
3,000,000
X
SEO126333
10/1/2023
10/1/2024
X
0 A
X
Y
WC373638520
10/1/2023
10/1/2024
1,000,000
1,000,000
1,000,000
General Liability additional insured with primary wording, completed operations, and waiver of subrogation status applies to requested entities if required by written contract per the attached endorsement(s). Automobile additional insured with waiver of subrogation status applies to requested entities if required by written contract per the attached endorsement. Workers compensation waiver of subrogation status applies to requested entities if required by written contract per the attached endorsement.

Re: L19706512 - Southside Park Pool Renovation, 2115 6th Street, Sacramento, CA 95818.

The City of Sacramento, its officials, agents, employees and volunteers City of Sacramento
New City Hall
915 I Street
Sacramento CA 95814

WC124 (4-84) Page 1 of 1
WC 00 03 13 Uniform FormsCopyright 1983 National Council on Compensation Insurance, Inc. TM WC 00 03 13WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY (Ed. 04-84)

WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will no t enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule.

Schedule
All persons and/or organizations that are required by written contract or agreement with the insured, executed prior to the accident or loss, that waiver of subrogation be provided under this policy for work performed by you for that person and/or organization.

This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement No.

Premium $ INCL
Insurance Company: Zurich American Insurance Company Countersigned by

Endorsement Effective: 10/1/2023
Insured: Adams Pool Specialties
Policy No. WC 373638520
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THI
S ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADD
ITIONAL INSURED – OWNERS, LESSEES OR
CONTRACTORS – SCHEDULED PERSON OR

ORGANIZATION
Thi
s endorsement modifies insurance provided under the following:

Commercial General Liability Coverage Part
Sch
edule
Name Of Add
itional Insured Person(s)
Or
Organization(s) Location(s
) Of Covered Operations
Any person o
r organization when you have agreed in
a written and executed contract, prior to an
"occurrence", that such person or organization be
added as an additional insured on your policy.

All locations for which you have agreed in a
written and executed contract prior to an
"occurrence".

Infor
mation required to complete this Schedule, if not shown above, will be shown in the Declarations.

1. Your acts or omissions; or

2. The acts or omissions of those acting on
your behalf;
in the performance of your ongoing operations
for the additional insured(s) at the location(s)
designated above.

However:

1. The insurance afforded to such additional
insured only applies to the extent permitted
by law; and

2. If coverage provided to the additional
insured is required by a contract or
agreement, the insurance afforded to such
additional insured will not be broader than
that which you are required by the contract
or agreement to provide for such additional
insured.

B. With respect to the insurance afforded to these
additional insureds, the following additional
exclusions apply:

This insurance does not apply to "bodily injury"
or "property damage" occurring after:

1. All work, including materials, parts or
equipment furnished in connection with such
work, on the project (other than service,
maintenance or repairs) to be performed by
or on behalf of the additional insured(s) at
the location of the covered operations has
been completed; or

2. That portion of "your work" out of which the
injury or damage arises has been put to its
intended use by any person or organization
other than another contractor or
subcontractor engaged in performing
operations for a principal as a part of the
same project.

Policy Number:VCGP030467
Insured Name: Dave Gross Enterprises Inc.

Number: 31 Effective Date:10/01/2023
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C. W
ith respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most
we will pay on behalf of the additional insured is
the amount of insurance:

1. Required by the contract or agreement; or

2. Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.

All other terms and conditions of this Policy remain unchanged.

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THI
S ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADD
ITIONAL INSURED – OWNERS, LESSEES OR
CONTRACTORS – COMPLETED OPERATIONS
Thi
s endorsement modifies insurance provided under the following:

Commercial General Liability Coverage Part
Sch
edule
Name Of Add
itional Insured Person(s)
Or
Organization(s)
Locati
on And Description Of
Com
pleted Operations
Any person o
r organization when you have agreed in
a written and executed contract, prior to an
“occurrence”, that such person or organization be
added as an additional insured on your policy.

All locations and completed operations for
which you have agreed in a written and
executed contract prior to an “occurrence.”
Infor
mation required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. S
ection II – Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury" or
"property damage" caused, in whole or in part,
by "your work" at the location designated and
described in the Schedule of this endorsement
performed for that additional insured and
included in the "products-completed operations
hazard".

However:

1. The insurance afforded to such additional
insured only applies to the extent permitted
by law; and

B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most
we will pay on behalf of the additional insured is
the amount of insurance:

1. Required by the contract or agreement; or

2. Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.

All other terms and conditions of this Policy remain unchanged.

Policy Number:VCGP030467
Insured Name: Dave Gross Enterprises Inc.

Number: 32 Effective Date: 10/01/2023
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THI
S ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

WAI

VER OF TRANSFER OF RIGHTS OF RECOVERY

AGAINST OTHERS TO US (WAIVER OF SUBROGATION)
Thi
s endorsement modifies insurance provided under the following:

Commercial General Liability Coverage Part
Sch
edule
Name
Of Person(s) Or Organization(s):

Any person or organization you have agreed in a written and executed contract, prior to an “occurrence”, that you would provide such person or organization a waiver of transfer of rights of recovery against others to us on your policy.

Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

The
following is added to Paragraph 8. Transfer
Of Rights Of Recovery Against Others To Us
of Section IV – Conditions:

We waive any right of recovery against the
person(s) or organization(s) shown in the
Schedule above because of payments we make
under this Coverage Part. Such waiver by us
applies only to the extent that the insured has
waived its right of recovery against such
person(s) or organization(s) prior to loss. This
endorsement applies only to the person(s) or
organization(s) shown in the Schedule above.

All other terms and conditions of this Policy remain unchanged.

Policy Number:VCGP030467
Insured Name: Dave Gross Enterprises Inc.

Number: 33 Effective Date: 10/01/2023
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THI
S ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

DESIGN

ATED CONSTRUCTION PROJECTS(S)
GENERAL AGGREGATE LIMIT – SUBJECT TO A

MAXIMUM AGGREGATE
Thi
s endorsement modifies insurance provided under the following:

Commercial General Liability Coverage Part

SCHEDULE
Desig
nated Construction Project(s): All c
onstruction projects for which you have agreed in writing in a contract, prior to an occurrence that causes "bodily injury", "property damage" or "personal and advertising injury", to provide project specific limits.

A. For
all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I – Coverage A, and for all medical expenses caused by accidents under Section I – Coverage C, which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above:

1. A separate Designated Construction Project General Aggregate Limit applies to each designated construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations.

2. The Designated Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard", and for medical expenses under Coverage C regardless of the number of:
a. Insureds;
b. Claims made or "suits" brought; or
c. Persons or organizations making claims or bringing "suits".

3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Designated Construction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated Construction Project General Aggregate Limit for any other designated construction project shown in the Schedule above.

Policy Number:VCGP030467
Insured Name: Dave Gross Enterprises Inc.

Number: 17 Effective Date: 10/01/2023
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4. T
he limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Construction Project General Aggregate Limit.

5. All payments under this endorsement are subject to the Maximum Aggregate Limit of:
$ 5,000,000
The Maximum Aggregate Limit is the most we will pay under this endorsement regardless of the number of Designated Construction Project General Aggregate Limits. The Maximum Aggregate Limit is not available to pay for damages or expenses other than as set forth in the endorsement.

B. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I – Coverage A, and for all medical expenses caused by accidents under Section I – Coverage C, which cannot be attributed only to ongoing operations at a single designated construction project shown in the Schedule above:

1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-completed Operations Aggregate Limit, whichever is applicable; and

2. Such payments shall not reduce any Designated Construction Project General Aggregate Limit.

C. When coverage for liability arising out of the "products-completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard" will reduce the Products-completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction Project General Aggregate Limit.

D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project.

E. The provisions of Section III – Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated.

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s permission
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THI
S ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

PRIM
ARY AND NONCONTRIBUTORY –

OTHER INSURANCE CONDITION
Thi
s endorsement modifies insurance provided under the following:

Commercial General Liability Coverage Part
The
following is added to the Other Insurance Condition and supersedes any provision to the contrary:

Primary And Noncontributory Insurance
This insurance is primary to and will not seek contribution from any other Commercial General Liability insurance available to an additional insured under your policy, but only if:
(1) The additional insured is a Named Insured under such other Commercial General Liability insurance; and
(2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other Commercial General Liability insurance available to the additional insured.

Coverage granted to an additional insured remains subject to all terms, conditions, limitations, and exclusions set forth in the endorsement form that conferred the additional insured status. In the event of conflict between this endorsement and an endorsement conferring additional insured status, then the endorsement conferring additional insured status shall govern the scope of coverage available to the additional insured.

All other terms and conditions of this Policy remain unchanged.

Policy Number:VCGP030467
Insured Name: Dave Gross Enterprises Inc.

Number: 39 Effective Date: 10/01/2023
Coverage Extension Endorsement
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Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add’l. Prem Return Prem.

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

This endorsement modifies insurance provided under the:

Business Auto Coverage Form
Motor Carrier Coverage Form
A. Amended Who Is An Insured

1. The following is added to the Who Is An Insured Provision in Section II – Covered Autos Liability Coverage:

The following are also "insureds":
a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. Any “employee” of yours is also an “insured” while operating an “auto” hired or rented under a contract or agreement in an “employee’s” name, with your permission, while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don’t own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations, whichever is less.

2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance – Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form:

Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form.

B. Amendment – Supplementary Payments
Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II – Covered Autos Liability Coverage are replaced by the following:
(2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work.

BAP551376907
10/01/2023
10/01/2024

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C. Fellow Employee Coverage
The Fellow Employee Exclusion contained in Section II – Covered Autos Liability Coverage does not apply.

D. Driver Safety Program Liability and Physical Damage Coverage

1. The following is added to the Racing Exclusion in Section II – Covered Autos Liability Coverage:

This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations.

2. The following is added to Paragraph 2. in the Exclusions of Section III – Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV – Physical Damage Coverage of the Motor Carrier Coverage Form:

This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations.

E. Lease or Loan Gap Coverage
The following is added to the Coverage Provision of the Physical Damage Coverage Section:

Lease Or Loan Gap Coverage
In the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a covered "auto", less:
a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and b. Any:
(1) Overdue lease or loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor;
(4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and
(5) Carry-over balances from previous leases or loans.

F. Towing and Labor
Paragraph A.2. of the Physical Damage Coverage Section is replaced by the following:

We will pay up to $75 for towing and labor costs incurred each time a covered "auto" of the private passenger type is disabled. However, the labor must be performed at the place of disablement.

Extended Glass Coverage
The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section:

If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced.

H. Hired Auto Physical Damage – Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following:

Loss Of Use Expenses
For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by:

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Includes copyrighted material of Insurance Services Office, Inc., with its permission. (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto";
(2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto"; or
(3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto".

However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000.

I. Personal Effects Coverage
The following is added to the Coverage Provision of the Physical Damage Coverage Section:

Personal Effects Coverage
a. We will pay up to $750 for "loss" to personal effects which are:
(1) Personal property owned by an "insured"; and
(2) In or on a covered "auto".
b. Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of:
(1) The reasonable cost to replace; or
(2) The actual cash value.
c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of the following:
(1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value.
(2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones.
(3) Paintings, statuary and other works of art.
(4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment.

Any coverage provided by this Provision is excess over any other insurance coverage available for the same "loss".

J. Tapes, Records and Discs Coverage

1. The Exclusion in Paragraph B.4.a. of Section
III – Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.2.c. of Section IV – Physical Damage Coverage in the Motor Carrier Coverage Form does not apply.

2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section:

We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices:
(a) Are the property of an "insured"; and
(b) Are in a covered "auto" at the time of "loss".

The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such "loss".

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K. Airbag Coverage
The Exclusion in Paragraph B.3.a. of Section III – Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.4.a. of Section IV – Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag.

L. Two or More Deductibles
The following is added to the Deductible Provision of the Physical Damage Coverage Section:

If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us, the following applies for each covered "auto" on a per vehicle basis:

1. If the deductible on this policy or Coverage Form is the smaller (or smallest) deductible, it will be waived; or

2. If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible.

M. Physical Damage – Comprehensive Coverage – Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section:

Regardless of the number of covered "autos" damaged or stolen, the maximum deductible that will be applied to Comprehensive Coverage for all "loss" from any one cause is $5,000 or the deductible shown in the Declarations, whichever is greater.

N. Temporary Substitute Autos – Physical Damage

1. The following is added to Section I – Covered Autos:

Temporary Substitute Autos – Physical Damage
If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos" for Physical Damage Coverage:

Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto" you do own but is out of service because of its:

1. Breakdown;

2. Repair;

3. Servicing;

4. "Loss"; or

5. Destruction.

2. The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section:

Temporary Substitute Autos – Physical Damage
We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party.

The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces.

Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following:
a. In the event of "accident", claim, "suit " or "loss", you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or "loss ". However, these duties only apply when the "accident", claim, "suit" or "loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any

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Includes copyrighted material of Insurance Services Office, Inc., with its permission. agent, servant or employee of the "insured" to notify us of any "accident", claim, "suit " or "loss" shall not invalidate the insurance afforded by this policy.

Include, as soon as practicable:
(1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written notice of the claim or "suit" including, but not limited to, the date and details of such claim or "suit"; (2) The "insured’s" name and address; and
(3) To the extent possible, the names and addresses of any injured persons and witnesses.

If you report an "accident", claim, "suit
" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you.

P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition:

This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss", provided that the "accident" or "loss " arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract.

Q. Employee Hired Autos – Physical Damage
Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance – Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following:

For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own:
(1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointed official’s duties as respect their obligations to you.

However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto".

R. Unintentional Failure to Disclose Hazards
The following is added to the Concealment, Misrepresentation Or Fraud Condition :

However, we will not deny coverage under this Coverage Form if you unintentionally:
(1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, omission, improper description of "autos" or other misstatement of information.

You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy.

S. Hired Auto – World Wide Coverage
Paragraph 7a.(5) of the Policy Period, Coverage Territory Condition is replaced by the following:
(5) Anywhere in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less, T. Bodily Injury Redefined
The definition of "bodily injury" in the Definitions Section is replaced by the following:
"Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease.

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U. Expected Or Intended Injury
The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II – Covered Auto Liability Coverage is replaced by the following:

Expected Or Intended Injury
"Bodily injury" or "property damage" expected or intended from the standpoint of the "insured". This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property.

V. Physical Damage – Additional Temporary Transportation Expense Coverage Paragraph A.4.a. of Section III – Physical Damage Coverage is replaced by the following:

4. Coverage Extensions
a. Transportation Expenses
We will pay up to $50 per day to a maximum of $1,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss".

W. Replacement of a Private Passenger Auto with a
Hybrid or Alternative Fuel Source Auto
The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section:

In the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or "auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement.

To qualify as a hybrid "auto"
, the "auto" must be powered by a conventional gasoline engine and another source of propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any
blend thereof is not an "auto" powered by an alternative fuel source.

X. Return of Stolen Automobile
The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section:

If a covered “auto” is stolen and recovered, we will pay the cost of transport to return the “auto” to you. We will pay only for those covered “autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage.

All other terms, conditions, provisions and exclusions of this policy remain the same.

LOCAL BUSINESS ENTERPRISE (LBE)

PARTICIPATION PROGRAM
NOTE: Proposers must provide responses to the following items. Failure to provide a response to each ofthe items in this section may be grounds for rejection of the proposal.

1. LBE FIVE PERCENT (5%) PARTICIPATION
On April 3, 2012, the Sacramento City Council adopted a Local Business Enterprise (LBE) Preference Program toprovide enhanced opportunities for the participation of local business enterprises (LBEs) in the City's contracting andprocurement activities. On November 19, 2013, City Council increased the LBE preference and authorized Citydepartments to require minimum LBE participation levels in individual contracts. Under City Code section 3.60.270,when the bid specifications for a City contract establish a minimum participation level for LBEs, no bidder on thecontract shall be considered responsive unless its bid meets the minimum LBE participation level required by the bidspecifications.

The City has established a minimum 5% participation level for LBEs on this contract. Pursuant to City Code Section3.60.270, no bidder on this contract shall be considered responsive unless its bid meets or exceeds thisminimum participation level. To qualify for this requirement, bidders must either (a) be an LBE, or (b) subcontractwith a qualified LBE.

Detailed information about this program can be found at http://www.cityofsacramento.org/Finance/Procurement/Contract-Ordinances Local Business Enterprise means a business enterprise, including but not limited to, a soleproprietorship, partnership, limited liability company, corporation, or other business entity that has a legitimatebusiness presence in the city or unincorporated county of Sacramento. Evidence of legitimate businesspresence in the city or unincorporated county of Sacramento shall include:

4. Having a current City of Sacramento Business Operation Tax or County of Sacramento Business License forat least twelve (12) consecutive months prior to submission of bid; and2. Having either of the following types of offices or workspace operating legally within the city orunincorporatedcountyofSacramento foratleasttwelve(12)consecutivemonthspriortosubmissionofbid:
a. The LBE's principle business office or workspace; orb. The LBE's regional, branch or satellite office with at least one full time employee located in the cityor unincorporated county of Sacramento.

A. LOCAL BUSINESS ENTERPRISE (LBE)
Is the firm submitting the bid qualified as a local business enterprise? Check the appropriate box below:
@§ YES - the firm submitting the bid is qualified aS a local business enterprise. € SsuUbBcCon0trNaTctRoArsCaTnldN/Gor/SslJupPpPrlLe:EsRWSho- Tquhea%itrmassuiobcmaiittbinug,intheessbiednitseqrpuraisliefised by utilizing€ NO - the firm submitting the bid is not qualified as a local business enterprise.

If the response to the above is YES, provide the City of Sacramento Business Operations Tax Certificate Numberand/or County of Sacramento Business License Number:
145493
If the response to the above is YES, provide a current copy of the City of Sacramento Business Operations TaxCertificate and/or County of Sacramento Business License.

If the response to the above is YES, provide business office or workspace address":
7 Wayne Court
Sacramento, CA 95829
" Address must be a physical address for the basis of location, this excludes p.o. Box addresses.

Fonn Updated 6/11/2020
Ci0of
SACR/"'\MENTO

SUBCONTRACTOR AND LOCAL BUSINESS ENTERPRISE PARTICIPATION FORM FOR PUBuC PROJECTS UNDER 250,000

THIS FORM MUST BE SUBMITTED WITH THE SEALED BID PROPOSAL To be eligible for award of this contract, the bidder shall list the business entities used to attain the 5oA LBE requirement. Additionally, the bidder shall list all other subcontractors who perform work, render service, or provide materials in an amount in excess of one-half of I percent of the total bid amount. In the case of bids for the construction of streets and highways, including bridges, subcontractors whose subcontract value exceeds one-half of I percent of the total bid or ten thousand dollars ($10,000iwhicheverisgreater,shallbelisted. Estimateddollarvaluesshallbeprovidedfor__allwork,servicesormaterialslisted. Nocontractororsubcontractormaybe listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. The failure to attain the 5o/o LBE participation or the inclusion of false information or the omission of re:luired information will renaer the bid non-responsive. :op'va6oTnoxaisscersu xta_ssan)
Prime Contractor Name DAVE GROSS ENTERPRISES INC., dba. Adams Pool Specialties (REQUIRED) Prime Contractor DI Registration # 1000008388 Business Name none Subcontrador or Supplier? (Concrete delivery companies, temp fence companies that perfom laborofinstalling or removing fencing andsurveyors require DIRRegistration) € Subcontractor
€ Supplier
(.SLB/Professional License # Dm Registraffon # (10 digits) Address Does this subcontractor or supplier qualify as an 4BE? City, State, Zip Estimated dollar value ofwork, semces ormaterials to be performed of provided $ Contad Person Type of Work, Seces, or Materials to be provided to complete contract.

EmailAddress
Phone
Business Name none Subcontador or Supplier? (Concrete delivery companies, temp fence companies that perfom labor of installing or removing fencing and surveyors require DLR R_egistration) € Subcontractor
€ Supplier
(.SLB/Professional License # DIR Registration # (10 digits) Address Does this subcontractor or supplier qualify as an LBE? City, State, Zip Estimated dollar value ofwork, senrices or materials to be performed ofprovided $ ContactPerson Type of Work, Semces, or Materials to be provided to complete contract.

EmailAddress
Phone
lnereoyCertitytnateacnSutiCOntractOrllSteaOntrilSLtibPartiC1pati0nttOrmriaS5eennOti'ledthatlttiaS5eenliStedandtiaSCOnSented}nWritingtOitsname5elngSubmittedtOrthlSCOntraCt l'hePnme(:ontractoralso certifies that it will notify each subcontractor listed on this Form in writing if the contr;ict award is made to the Prime Contractor, and w'll make all documentation relevant to the subcontractor and LBEparticipation available to City of Sacramento upon request. The Prime Contractor further certifies that all of the information contained in thts Form is true and correct and acknowledges that the City wig} rely on theaccuracy of this iJormation in4warding the contract. ( [', President 5/1 /24 $594,921.00
l,/
Signahire (Principal ofFirm) Title Date Total BidAmount (including additive alternates if applicable) City Of Sacramento
B24014541 001 Bid Proposal Guarantee

Page 5 of 1 ends

KNOW ALL MEN BY THE5sE PRESENTS,
That wB, Dave Gross Enterprises, Inc., dba Adams Pool and Landscape Specialties .as Principal, and . Merchan(s Bonding Company (Mutual) aa:irporationdulyorganizedunderthelawsoftheStateof
!,9Wa and duly Ilcensed tobeayme sole surety on bonds required or authorized by the State of Caltfornta, as Surety, are held and firmlybound unto the Ctty of Sacramento, hereinafter called the City, in the penal sum of ten percent (10%) of the(BASE OR IJJMP SUM) Proposal of the Prtndpal above named,or other amount as set forth in the Invitation toBidders, submitted by said Prindpal to the City for the Work described below, for the payment of which sumin lawful money of the United States, well and truly to be made, we bid ourselves, our heirs, executors,administrators and successors, joindy and severally, firmly by these presents.

THH CONDITtON OFTHfSOBuGATION IS SUCH
That WhereaS the PrinCipal haS SubTnttted the above-mentioned PrOpOSal to the Cit3r, far Whieh PrOpOSalS areto be opened at the Departmerit of Ctty Clerk, City of Sacramento, loaited at 915 I Sb'tm, Saa'amento, G!l95814.

SOUTHSJDE PARKPOOL RENOVATION
119706512
In the event Suit iS brought upon thiS band by the Obligee and judgtnent iS reaxvered,the Surety shall pay nilaists incurred.by the Obltgee insuch suit, includinga reasonable attorney's fee to be fixed by the axurt, whichsums shall be additional to the principal amount ofthJs bond. !I;- !,- X-
City Attorney
Agent 877-222-0000
Surety Phone @ 800-678-8171
California Ltcense # 2428-8
fVthacp
BONDING COuPANY-

POWER OF ATTORNEY
Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.,both being corporations of the State of lowa, d/b/a Merchants National Indemni(y Company (in California only) (herein collectively called the"Companies") do hereby make, constitute and appoint, individually, Carol B Henry; Chelsea Nielson; Erin Johnson; Jonathan Russell; Robin L Amstutz; Sandra R Black; Stella Winterbourne their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings,contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity ofpersons, guaranteeing the peformance of contracts and executing or guarameeing bonds and undertakings required or permitted in any actionsor proceedings allowed by law.

This Power-or-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Boardof Directors of Merchants Bonding Company (Mutual) on April 23, 20'l 1 and amended August 14, 20"l5 and adopted by the Board of Directors ofMerchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power andauthority ko appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto,bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorneyor Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of theCompany, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to theAttorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and constructioncontracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State ofFlorida DepartmentofTransportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any ofits obligations under its bond.

In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby givento the Attorney-in-Fac) cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner-Departmem of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation.In Witness !/Vhereof, the Companies have caused this insfrumem to be signed and sealed this 3rd day of February , 2024

MERCHANTS BONDING COMPANY (MUTUAL)
MERCHANTS NATIONAL BONDING, INC.
d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY

ST ATE OF IOWA
COUNTY OF DALLAS ss.

By
Presrdent
On this 3rd day of February 2024 , before me appeared Larry Taylor, to me personally known, who being by me duly sworndid say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that theseals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalfof the Companies by authority of their respective Boards of Directors. >RlAL.5i Penni Miller'Ar..
zo ,. ? CommtsstonNumber787952
ii k4FFh * My Commission Expires
IOWA January 20, 2027
(Expiriition of notary's commission does not invalidate this instr. ment) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do herebycertify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in Fullforce and effect and has not been amended or revoked.

In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this a2-'1 day of '. , '2-s"' aa' "s i' "' y - * ' ! '* o ':! ii 'I
:
i
I
i
:i
l

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

STATE OF CALIFORNIA
Countyof Sacr;mento } I
On 4 Iq ', '2@a2,, l-l before me, E. Joh_ nson , Notary Public, i
' , %te - ' Insert Name of Notary exactly as it appears on the official seal personally appeared Sandra R. Black
!a
Name(s) of Signer(s)
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who proved to me on the basis of satisfactory evidence tobe the person(s) whose name(s) is/are subscribed to thewithin instrument and acknowledged to me that he/she/theyexecuted the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s) on the instrument the I
:) - '- -- --5. JOHNSON A person(s), Or tne entlJ upon DenaiT OT WnlCn !ne person(s),_ COMM, #24641 5g 2 acted, executed the tnstrument.o,8 NotaryPublic-California "o . .z Sacramento County -" I certify under PENALTY OF PERJURY under the laws of i,7,=Comm,.e4==Ct:,22Q2!7[ theStateofCaliforruathattheforegoingparagraphistrue iandcorrect.

Witness my hand and ' seal. I
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Description of Attached Document
Title or Type of Document:

I DocumentDate:

NumberofPages: 11! Signer(s) Other Than Named Above:

If
i
Capacity(ies) Claimed by Signer(s)
Siqner'sName: Signer'sName: Ifii
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CALIFORNIA ALL-PURPOSE ACKNOWLEtXaMENT CML CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

StateofCalifornia )
SacramentoCountyof )
On May 1, 2024 beforeme, Barbara Hall, Notary Public Date
personally appeared David Gross
Here Insert Name and Title of the Officer
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. =@,';73j=7p,36i9;H,17=
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

Signature of Notary Public
Place Notary Seal Above

OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title Or Type of Document: Bid Bond - City of Sacramento B24014541001 Document Date: 5/1/2024 Number of Pages: 2
Signer(s) Other Than Named Above:

Capacity(ies) Claimed by Signer(s)
Signer's Name: DaVid GrOSS
16Corporate Officer - Title(s): P'a'den'
€ Partner - € Limited € General
[1 Individual € Attorney in Fact
[lTrustee € Guardian or Conservator
€ Other:

Signer Is Representinq:

Dave Gross Enterprises Inc., dba. Adams Pool Speciatties Signer's Name:
€ Corporate Officer - Title(sl:
€ Partner - € Limited € General
€ Individual
[1] Trustee
€ Other:

Signer Is Representinq:
€ Attorney in Fact
€ Guardian or Conservator
@2015NationalNotaryAssociationaww.NationalNotary.orga1-800-USNOTARY(1-800-876-6827) ltem#5907

MINIMUM QUALIFICATIONS QUESTIONNAIRE
Sacramento City Code Section 3.60.020 authorizes the Sacramento City Council to adopt standard minimum qualifications for bidders on competitively bid public works construction projects, and requires, among other provisions, that a bidder meet such minimum qualifications at the time of bid opening in order to bid. On July 31, 2007, the City Council adopted Resolution No. 2007-574 establishing these standard minimum qualifications. Pursuant to City Code section 3.60.020, a bidder failing to meet these minimum qualifications at the time of bid opening shall not be considered a responsible bidder for purposes of bidding on the subject project.

All bidders must demonstrate compliance with the minimum qualifications established by Resolution No. 2007-574 by completing all of the questions contained in this questionnaire. Bidder responses shall be limited to those operating business units, offices, branches and/or subsidiary divisions of the bidder that will be involved with the peformance of any project work if awarded the contract. If a bidder answers "yes" to any single question, fails to submit a fully completed questionnaire, or submits false information, this will result in a determination that the minimum qualifications are not met, and the bidder shall not be considered a qualified bidder for purposes of bidding on this contract. If two or more entities submit a bid on a contract as a Joint Venture, each entity within the Joint Venture must separately meet these minimum qualifications For the Joint Venture to be considered a qualified bidder.

The City of Sacramento ("City") shall make its determination on the basis of the submitted questionnaire, as well as any relevant information that is obtained from others or as a result of investigation by the City.

While it is the intent of this questionnaire to assist the City in determining whether bidders possess the minimum qualifications necessary to submit bids on the City's competitively bid public works construction contracts, the fact that a bidder submits a questionnaire demonstrating that it meets these minimum qualifications shall not in any way limit or affectthe City's ability to: (1 )review other information contained in the bid submitted by the bidder, and additional relevant information, and determine whether the contractor is a responsive and/or responsible bidder; or (2) establish pre-qualification requirements for a specific contract or contracts.

By submitting this questionnaire, the bidder consents to the disclosure of its questionnaire answers: (i) to third parties for purposes of verification and investigation; (ii) in connection with any protest, challenge or appeal of any action taken by the City; and (iii) as required by any law or regulation, including without limitation the California Public Records Act (Calif. Gov't Code sections 6250 et seq.). Each questionnaire must be signed under penalty of perjury in the manner designated atthe end ofthe form, by an individual who has the legal authority to bind the bidder submitting the questionnaire. If any information provided by a bidder becomes inaccurate, the bidder shall immediately notify the City and provide updated accurate information in writing, under penalty of perjury.

FOR CITY CLERK USE ONLY
RESOLUTION NO.: 2007-57 4
DATE ADOPTED: July 31, 2007
Minimum Qualificotions Questionnaire
Page l of 10

QUESTIONNAIRE
NOTICE: For firms that maintain other operating business units, offices, branches and/orsubsidiary divisions that will not be involved with the performance of any projectwork if the firm is awarded the contract, references hereafter to "your firm" shallmean only those operating business units, offices, branches and/or subsidiarydivisions that will be involved with the performance of any project work.

All of the following questions regarding "your firm" refer to the firm (corporation,partnership or sole proprietor) submitting this questionnaire, as well as any firm(s)with which any of your firm's owners, officers, or partners are or have beenassociated as an owner, officer, partner or similar position within the last five years The firm submitting this questionnaire shall not be considered a responsible bidderif the answer to any of these questions is "yes", or if the firm submits aquestionnaire that is not fully completed or contains false information.

Classification & Expiration Date(s) of California Contractor's License Number(s) held by firm:

License 767721; Classifications C53 & C27, exp 08/31/2025 Has a contractor's license held by your firm and/or any owner, officer or partner of your firm beenrevoked at anytime in the last five years? [ Yes [ZINO
Within the last five years, has a surety firm completed a contract on your firm's behalf, or paid forcompletion of a contract to which yourfirm was a party, because yourfirm was considered to be indefault or was terminated for cause by the project owner? € Yes [21No
At the time of submitting this minimum qualifications questionnaire, is your firm ineligible to bid onor be awarded a public works contract, or perform as a subcontractor on a public works contract,pursuant to either California Labor Code section 4777."l (prevailing wage violations) or LaborCode section 4777.7 (apprenticeship violations)? € Yes [ZINO
At any time during the last five years, has your firm, or any of its owners, officers or partners beenconvicted of a crime involving the awarding of a contract for a government construction project, orthe bidding or performance of a government contract? € Yes [;INO

FOR CITY CLERK USE ONLY
RESOLUTIONNO.: 2007-574
DATE ADOPTED: July 31, 2007
Minimum Qualifications Questionnaire

Page 2 of 10 ends

Answer either subsection A or B, as applicable:

A. Your firm has completed three or more government construction contracts in Sacramento Countywithin the last five years: Within those five years, has your firm been assessed liquidated damages on three or more government construction contracts in Sacramento County for failure to complete contract work on time? NOTE: If there is a pending administrative or court action challenging the assessment of liquidated damages on a government contract within the last five years, you need not include that contract in responding to this question. € Yes [ZINO € Not applicable
OR
B. YourfirmhasnotcompletedatleastthreegovernmentconstructioncontractsinSacramento County within the last five years: Within the last three years, has your firm been assessed liquidated damages on three or more government construction contracts forfailure to complete contract work on time?
NOTE: Ifthereisapendingadministrativeorcourtactionchallenginganassessmentof liquidated damages on a government contract within the last three years, you need not include that contract in responding to this question. € Yes [ No € Not applicable
In the last three years has your firm been debarred from bidding on, or completing, any government agency or public works construction contract for any reason? NOTE: If there is a pending administrative or court action challenging a debarment, you need not include that debarment in responding to this question. € Yes [ZINO
Has CAL OSHA assessed a total of three or more penalties against your firm for any "serious" or "willful" violation occurring on construction projects performed in Sacramento County at any time within the last three years?
NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.
€ Yes [ZI NO

FOR CITY CLERK USE ONLY
RESOLUTIONNO.: 2007-574
Minimum Qualifications Questionnaire

Page 3 of 10 ends

DATE ADOPTED: July 31, 2007
Minimum Qualifications Questionnoire

Page 4 of 10 ends

Answer either subsection A or B, as preferred:

A. In the last three years has your firm had a three year average Workers' Compensationexperience modification rate exceeding 1.1? € Yes € NO
OR
B. In the last three years has your firm had a three-year average incident rate for total lostworkday cases exceeding 'l O? NOTE: Incident rates represent the number of lost workday cases per 100 full-timeworkers and is to be calculated as: (N/EH) x 200,000, where N
EH
200,000
= number of lost workday cases (as defined by the u.s. Dept. ofLabor, Bureau of Labor Statistics) = total hours worked by all employees during the calendar year= base for 100 equivalent full-time working (working 40 hours perweek, 50 weeks per year)
€ Yes [/NO

10. In the past three years, has the federal EPA, Region IX or a California Air Quality ManagementDistrict or Regional Water Quality Control Board assessed penalties three or more times, eitheragainst your firm, or against the project owner for a violation resulting in whole or in part from anyaction or omission by your firm on a project on which your firm was a contractor in SacramentoCounty? NOTE: If there is a pending administrative or court action appealing a penaltyassessment, you need not include that penalty assessment in responding tothis question. € Yes [ZINO

FOR CITY CLERK USE ONLY
RESOLUTION NO.: 2007 -574
DATE ADOPTED: July 31, 2007
Minimum Qualifications Questionnaire

Page 5 of 10 ends

11. In the past three years, has the federal EPA, Region IX or a California Air Quality ManagementDistrict or Regional Water Quality Control Board assessed a single penalty of $100,000 or more,either against your firm, or against the project owner for a violation resulting in whole or in partfrom any action or omission by your firm on a project on which your firm was the contractor inSacramento County? NOTE: If there is a pending administrative or court action appealing a penaltyassessment, you need not include that penalty assessment in responding tothis question. € Yes [aNO

12. Inthepastthreeyears,havecivilpenaltiesbeenassessedagainstyourfirmpursuanttoCalifornia Labor Code 1 777.7 for violation of California public works apprenticeship requirements, three ormore times? NOTE: If there is a pending administrative or court action appealing a penaltyassessment, you need not include that penalty assessment in responding tothis question. € Yes [Z]NO

13. Inthepastthreeyears,hasapublicagencyinCaliforniawithheldcontractpaymentsorassessed penalties against your firm for violation of public works prevailing wage requirements, three ormore times? NOTE: If there is a pending administrative or court action appealing a withhoJding orpenalty assessment, you need not include that withholding or penaltyassessment in responding to this question. € Yes [UNO

14. Hasyourfirmbeenassessedpenaltiesforviolationofpublicworksprevailingwagerequirements in California, in an aggregate amount for the past three years of $50,000 or more? NOTE: If there is a pending administrative or court action appealing a penaltyassessment, you need not include that penalty assessment in responding tothis question. € Yes [ZINO

FOR CITY CLERK USE ONLY
RESOLUTION NO.: 2007-57 4
DATE ADOPTED: July 31, 2007
Minimum Qualifications Questionnaire

Page 6 of 10 ends

VERIFICATION AND SIGNATURE
1, the undersigned, certify and declare thatl have read all the foregoing answers to this MinimumQualifications Questionnaire, and know their contents. The matters stated in these Questionnaireanswers are true of my own knowledge and belief, except as to those matters stated on information andbelief,andastothosematterslbelievethemtobetrue. ldeclareunderpenaltyofperjuryunderthelawsof the State of California that the foregoing is true and correct.

Signed at Sacramento
(Location)
Signature:

Print name:
5/1 /2024
Title: President
NOTE: If two or more entities submit a bid on a contract as a Joint Venture, each entity within theJoint Venture must submit a separate Minimum Qualifications Questionnaire.

FOR CITY CLERK USE ONLY
RESOLUTIONNO.: 2007-574
Minimum Qualifico+ions Questionnaire

Page 7 of 10 ends

DATE ADOPTED: July 31, 2007
Minimum Qualificotions Questionnaire

Page 8 of 10 ends

CITY OF SACRAMENTO
Drug-Free Policy and Affidavit
Page I of 1

DRUG-FREE WORKPLACE POLICY AND AFFIDAVIT
BID PROPOSAL HAY BE DECLAREDNONRESPONSIVEIF TH/S FORM8 /S NOT ATTACHED.Pursuant to Ciffl Council Resolution CC90-498 dated 6/26/90 the following is required.

The undersigned contractor certifies that it and all subcontractors performing under this Agreement will provide a drug-freeworkplace by:

1. Publishing a "Drug-Free Workplace" statement notif5ring employees that the unlawful manufacture, distribution, dispensing,possession or use of a controlled substance is prohibited in the contractor's workplace and specifying the actions that will be takenagainst employees for violations of such prohibition.

2. Establishing a Drug-Free Awareness Program to inform employees about:
a. The dangers of drug abuse in the workplace.
b. The contractor's policy of maintaining a drug-free workplace. c. Any available drug counseling, rehabilitation, and employee assistance program.d. The penalties that may be imposed upon employees for drug abuse violations occurring in the workplace.

3. Notify employees that as a condition of employment under this Agreement, employees will be expected to:
a. Abide by the terms of the statement.
b. Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace.

4. Making it a requirement that each employee to be engaged in the performance of the Agreement be given a copy on the "Drug-FreeWorkplace" statement.

S. Taking one of the followtng appropriate actions, within thirty (30) days of receiving notice from an employee or otherwtsereceiving such notice, that said employee has received a drug conviction for a violation occurring in the workplace:
a. Taking appropriate disciplinary action against such an employee, up to and including termination; orb. Requiring such employee to participate satisfactorily in a drug abuse assistance or rehabilitation program approved for suchpurposes by a federal, state, or local health, law enforcement or other appropriate agency. " I certify that no person employed by this company, corporation, or business has been convicted of any criminal drug statute violationon any job site or project where this company, corporation or bustness was performing was wRhin three years of the date of mysignature below.

EXCEPTION:

Date Violation Type Place of Occurrence
If additional space is required use back of this form. * The above statement will also be incorporated as a part of each subcontract agreement an4 gll subcontractorsselected for performance on this project.

IN THE EVENT THIS COMPANY, CORPORATION, OR BUSINESS IS AWARDED THIS CONSTRUCTION AGREEMENT, AS A RESULT OFTHIS BID; THE CONTRACTOR WITH HIS/HER SIGNATURE REPRESENTS TO THE CITY THAT THE INFORMATION DISCLOSED INTHIS DOCUMENT IS COMPLETE AND ACCURATE. IT IS UNDERSTOOD AND AGREED THAT FALSE CERallFICATION IS SUBJECT TOIMMEDJ ATE TERMINATION BY THE CITY.

The Representations Made Herein On This DocumentAre Made Under Penalty Of Perjury.

Title
Effects of violations: a. Suspension of payments under the Agreement. b. Suspension or termination of the Agreement. c. Suspensionor debarment of the contractor from receiving any Agreement from the City of Sacramento for a period not to exceed five years.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

TABLE OF CONTENTS 000000 - 1

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS
01 10 00 Summary
01 25 00 Substitution Procedures
01 26 00 Contract Modification Procedures/EZ-PCO
01 29 00 Payment Procedures
01 31 00 Project Management and Coordination
01 32 00 Construction Progress Documentation
01 33 00 Submittal Procedures
01 40 00 Quality Requirements
01 42 00 References
01 60 00 Product Requirements
01 73 00 Execution
01 74 19 Construction Waste Management and Disposal
01 77 00 Closeout Procedures
01 78 39 Project Record Documents

DIVISION 13 – SPECIAL CONSTRUCTION
13 11 00 Swimming Pool General Requirements
13 11 02 Swimming Pool Concrete
13 11 04 Swimming Pool Ceramic Tiles
13 11 05 Swimming Pool Plaster
13 11 06 Swimming Pool Equipment

END OF SECTION
2023.090 SOUTHSIDE PARK POOL

RENOVATION
JANUARY 2024 SACRA

MENTO, CA

AQUATIC DESIGN GROUP SWIMMING

POOL GENERAL REQUIREMENTS
13 11 00
- 1
SECTION 13 11 00

SWIMMING POOL GENERAL REQUIREMENTS
PART 1 GENERAL

1.01 WORK INCLUDED
A. The scope of the work included under this Section of the Specifications shall include swimming pool(s) as illustrated on the Drawings and specified herein. The General and Supplementary Conditions of the Specifications shall form a part and be included under this Section of the Specifications. The Swimming Pool Subcontractor shall provide all supervision, labor, material, equipment, machinery, plant and any and all other items necessary to complete the work. ALL OF THE WORK IN SECTIONS 13 11 00 - 13 11 06 IS TO BE THE

RESPONSIBILITY OF ONE EXPERIENCED SWIMMING POOL SUBCONTRACTOR

PRIMARILY ENGAGED IN THE CONSTRUCTION OF COMMERCIAL PUBLIC-USE SWIMMING POOLS. A SWIMMING POOL SUBCONTRACTOR SHALL BE CONSIDERED

PRIMARILY ENGAGED AS REQUIRED HEREIN IF THE SUBCONTRACTOR DERIVED 50% OF ITS ANNUAL REVENUE FROM PUBLIC-USE SWIMMING POOL CONSTRUCTION FOR EACH OF THE LAST FIVE YEARS. THE SUBCONTRACTOR MUST HAVE ALSO, IN THE LAST FIVE YEARS CONSTRUCTED AT LEAST FIVE (5) COMMERCIALLY

DESIGNED MUNICIPAL AND PUBLIC-USE SWIMMING POOLS, EACH OF WHICH SHALL HAVE INCORPORATED A MINIMUM SIZE OF 6,000 SQUARE FEET OF WATER

SURFACE AREA WITH A CONCRETE AND CERAMIC TILE PERIMETER OVERFLOW GUTTER AND SELF-MODULATING BALANCE TANK. The Swimming Pool Subcontractor shall furnish and install the swimming pool structures, finishes, cantilever forming, swimming pool mechanical and electrical systems, and all accessories necessary for a complete, functional swimming pool system, as herein described. Work shall include start-up, instruction of Owner’s personnel, as-built drawings and warranties as required.

1.02 CODES, RULES, PERMITS, FEES
A. The swimming pools shall be constructed in strict accordance with the applicable provisions set forth by authorities having jurisdiction over swimming pool construction and operation in the State of California.

B. The Swimming Pool Subcontractor shall give all necessary notices, obtain all permits, and pay all government sales taxes, fees, and other costs in connection with their work; file all necessary plans, prepare all documents and obtain all necessary approvals of governmental departments having jurisdiction; obtain all required certificates of inspection for their work and deliver same to the Designated Representative before request for acceptance and final payment for the work.

C. The Swimming Pool Subcontractor shall include in the work any labor, materials, services, apparatus, or drawings in order to comply with all applicable laws, ordinances, rules and regulations, whether or not shown on Drawings and/or specified. 2023.090 SOUTHSIDE PARK POOL

RENOVATION
JANUARY 2024 SACRA

MENTO, CA

AQUATIC DESIGN GROUP SWIMMING

POOL GENERAL REQUIREMENTS
13 11 00
- 2
D. The Contractor shall submit all required documents and materials to all Governmental Departments having jurisdiction for any deferred approval items or substituted materials or products to obtain final approval to installation.

1.03 DESCRIPTION OF WORK
A. Furnish and perform supervision, coordination, all layout, formwork, excavation, hand trim, disposing off-site of all unused material or debris to complete the swimming pool excavation to the dimensions shown on the plans.

B. Furnish and install complete swimming pool structures, including reinforcing steel and cast-in- place or pneumatically placed concrete walls and floors.

C. Furnish and install swimming pool finishes, including ceramic tile and marble plaster or other waterproof finishes.

D. Furnish and install complete swimming pool mechanical system(s), including, but not limited to, circulation systems, filtration systems, pool water heating systems, water chemistry control systems, domestic water fill line systems, booster pump and special effects systems, and all pumps, piping, valves, and connections between system(s) and swimming pool(s).

E. Furnish and install complete swimming pool electrical system(s) from P.O.C. in Mechanical Room, including, but not limited to, underwater lighting systems, water level control systems, timing systems, scoreboards, special effects systems, control circuitry, motor starters, time clocks, bonding, and all conduits, conductors, contactors, and switches between the system(s) and swimming pool(s).

F. Furnish and install all swimming pool cantilever forming, deck equipment and required anchors and inserts for the specified equipment as required by code, shown on the Drawings and specified herein.

G. After the initial filling of the swimming pool system(s), should any repairs, continuing work, or other Subcontractor responsibility require drainage or partial drainage of the swimming pool systems, the Swimming Pool Subcontractor shall be responsible for any subsequent refilling and shall complete the project with the swimming pool system(s) full of water, water in chemical balance, complete in every way, and in full operation.

1.04 ASSIGNED RESPONSIBILITIES AND RELATED WORK
A. It is the intent of this section of the Specifications to clarify Work responsibilities of the trades directly and indirectly involved in construction of the pool systems. All labor, equipment, materials and supplies furnished by the Swimming Pool Subcontractor and other Subcontractors per the contractual agreement with the General Contractor and Owner and shall be as directed by the Owner through their Designated Representative.

B. THE SWIMMING POOL SUBCONTRACTOR SHALL NOT SUBCONTRACT ANY PORTION

OF THE SWIMMING POOL CONSTRUCTION OR SWIMMING POOL EQUIPMENT

INSTALLATION TO ANYONE OTHER THAN A SUBCONTRACTOR THAT SATISFIES THE REQUIREMENTS OF SECTION 13 11 00
2023.090 SOUTHSIDE PARK POOL

RENOVATION
JANUARY 2024 SACRA

MENTO, CA

AQUATIC DESIGN GROUP SWIMMING

POOL GENERAL REQUIREMENTS
13 11 00
- 3
C. References to “swimming pool systems” shall include the swimming pools, equipment, and accessories.

D. The Owner will provide one complete water filling of the swimming pool(s), but will not assume any responsibility for the swimming pool system(s) until they have been proved fully operational, complete in every way and accepted by the Designated Representative.

1.05 RESPONSIBILITIES OF THE CONTRACTOR
A. The Contractor shall grade the swimming pool site(s), establish benchmarks, cut and fill as necessary to provide as level an area as possible at swimming pool deck elevation before swimming pool layout.

B. The Contractor shall be responsible for horizontal dimensions and grade elevations accurately from established lines and benchmarks (as indicated on the Drawings) and be responsible for those grades.

C. The Contractor shall provide adequate temporary light, electric power, heat and ventilation per Federal and State OSHA requirements to construct the swimming pool system(s).

D. The Contractor shall not permit any heavy equipment activity over any area or within five (5) feet of any area under which swimming pool piping is buried. There shall be no exceptions to this requirement.

E. The Contractor shall keep the swimming pool excavation(s) and swimming pool structure(s) free of construction residue and waste materials of their workmen or Subcontractors, removing said material from the swimming pools as required.

F. The Contractor shall protect the swimming pool(s) from damage caused by their construction equipment and /or workmen and Subcontractors.

G. The Contractor shall provide a representative at time of swimming pool start-up to coordinate all trades related to swimming pool system(s).

1.06 RESPONSIBILITIES OF THE MECHANICAL SUBCONTRACTOR
A. The Mechanical Subcontractor shall be licensed in the State of California and provide written notifications to Swimming Pool Subcontractor and contractor when necessary to excavate and backfill within the swimming pool construction site.

B. The Mechanical Subcontractor shall not utilize any swimming pool piping trench for installation of any sanitary sewer, storm sewer, domestic water, hot water, chilled water or natural gas line.

C. The Mechanical Subcontractor shall furnish and install all sanitary sewer piping, including vent stacks (if necessary), for backwash pits, floor drains and floor sinks as required by code, shown on Drawings, and herein specified.

D. The Mechanical Subcontractor shall furnish and install all storm sewer piping and site drainage systems as required by code, shown on the Drawings, and herein specified. 2023.090 SOUTHSIDE PARK POOL

RENOVATION
JANUARY 2024 SACRA

MENTO, CA

AQUATIC DESIGN GROUP SWIMMING

POOL GENERAL REQUIREMENTS
13 11 00
- 4
E. The Mechanical Subcontractor shall provide a minimum 75 psi water supply for swimming pool construction work within fifty (50) feet of the swimming pool construction site(s).

F. The Mechanical Subcontractor shall furnish and install reduced pressure backflow protected domestic water lines to P.O.C. within swimming pool Mechanical Room as required by code, shown on the Drawings, and herein specified.

G. The Mechanical Subcontractor shall furnish and install natural gas piping, pressure regulation and valving to P.O.C. within swimming pool Mechanical Room as required by code, shown on the drawings, and herein specified.

H. The Mechanical Subcontractor shall furnish and install all ductwork, louvers, and all HVAC equipment within swimming pool Mechanical Room as required by code, shown on the Drawings, and herein specified.

I. The Mechanical Subcontractor shall provide a representative at time of swimming pool start-up to coordinate work related to swimming pool system(s).

1.07 RESPONSIBILITIES OF THE ELECTRICAL SUBCONTRACTOR
A. The Electrical Subcontractor shall be licensed in the State of California and shall furnish and install electrical service to swimming pool Mechanical Room sized to accommodate all necessary swimming pool equipment as shown on the Drawings and herein specified.

B. The Electrical Subcontractor shall furnish any temporary power needed by the Swimming Pool Subcontractor within fifty (50) feet of the swimming pool construction site(s).

C. The Electrical Subcontractor shall furnish and install all conduits, conductors, starters/disconnects, panels, circuits, switches and equipment as required for lighting, ventilation and HVAC equipment within swimming pool Mechanical Room as required by code, shown on the Drawings, and herein specified.

D. The Electrical Subcontractor shall furnish and install all conduits, conductors, panels, circuits, switches and equipment for area lighting as required by code, shown on the Drawings, and herein specified.

E. All equipment, material and installation shall be as required under Division 16 of the Specifications and shall conform to NEC Article 680 (latest revision), State and Local Codes, and as may be required by all authorities having jurisdiction over swimming pool construction within the State of California.

F. The Electrical Subcontractor shall provide a representative at time of swimming pool start-up to coordinate work related to swimming pool system(s).

1.08 INTENT
A. It is the intention of these specifications and Drawings to call for finished work, tested and ready for operation. Wherever the work “provide” is used, it shall mean “furnish and install complete and ready for use.”
2023.090 SOUTHSIDE PARK POOL

RENOVATION
JANUARY 2024 SACRA

MENTO, CA

AQUATIC DESIGN GROUP SWIMMING

POOL GENERAL REQUIREMENTS
13 11 00
- 5
B. Minor details not usually shown or specified, but necessary for proper installation and operation, shall be included in the work, the same as if herein specified or shown.

1.09 SCHEDULE OF VALUES
A. Provide a Schedule of Values for all work specified in each of the technical specifications listed in the table below, regardless of whether the work is performed by the swimming pool contractor or others. Values listed shall be fully burdened, with contractor general conditions, overhead, profit and bonds included. Payments for swimming pool work completed shall not be approved until Schedule of Values has been submitted to and approved by Architect.

SWIMMING POOL SCHEDULE OF VALUES
No. Section # Description Value

1. 131102 Swimming Pool Concrete

2. 131104 Swimming Pool Ceramic Tile

3. 131105 Swimming Pool Plaster

4. 131106 Swimming Pool Equipment
Total

1.10 SUBMITTAL PROCEDURES
A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Architect for Subcontractor's use in preparing submittals.

B. Coordination: Coordinate preparation and processing submittals with performance construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation" for list of submittals and time requirements for schedules performance of related construction activities.

D. Processing Time: Allow enough time for submittal review, including time for re-submittals as follows. Time for review shall commence on Architect's receipt of submittal. 2023.090 SOUTHSIDE PARK POOL

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1. Initial Review: Allow fifteen (15) days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Architect will advise Contract when a submittal being processed must be delayed for coordination.

2. Concurrent Review: Where concurrent review of submittals by Architect's consultants, Owner, or other parties is required, allow twenty-one (21) days for initial review of each submittal.

3. Direct Transmittal to Consultant: Where the Contract Documents indicate that submittals may be transmitted directly to Architect's consultants, provide duplicate copy of transmittal to Architect. Submittal will be returned to Architect before being returned to Subcontractor.

4. If intermediate submittal is necessary, process it in same manner as initial submittal.

5. Allow fifteen (15) days for processing each submittal.

6. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

E. Identification: Place a title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on title block.

2. Provide a space on title block to record Subcontractor's review and approval markings and action take by Architect.

3. Include the following information on title block for processing and recording action taken:
(See Attached Sample)
a. Project name.
b. Date.
c. Name and address of Subcontractor.
d. Name of Subcontractor.
e. Name of Supplier.
f. Name of Manufacturer.
g. Unique identifier, including revision number.
h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. j. Other necessary identification.
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SUBMITTAL FOR: SUBMITTAL TO: SUBCONTRACTOR:

Item Number:

Section Number:

Section Description:

Subcontractor:

Supplier:

Manufacturer:

Product Code:

Quantity:

Subcontractor Certification: Contractor's Submittal Stamp:

It is hereby certified that the equipment or
material designated in this submittal is
proposed to be incorporated in the above
named project and is in compliance with the
contract drawings and / or specifications and is
submitted for approval.

Certified by:

Date:

Job
Superintendent:

Revisions:

Architect's Review Stamp and Comments
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F. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract documents on submittal.

G. On all catalogue or cut sheets identify which model or type is being submitted.

H. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Product data and shop drawings shall be packaged within a three ring binder and colored samples shall be packaged on a heavy cardboard. Transmit each submittal using a transmittal form.

1. On an attached separate sheet, prepared on Subcontractor's letterhead, record relevant information, request for data, revisions other than those requested by Architect on previous submittals and deviations from requirements of the Contract documents, including minor variations and limitations. Include the same label information as the related submittal.

2. Include Subcontractor's certification stating that information submitted complies with requires of the Contract Documents.

3. Transmittal Form: Provide locations on form for the following information:
a. Project name.
b. Date.
c. Destination (To:).
d. Source (From:).
e. Names of Subcontractor, manufacturer, and supplier.
f. Category and type of submittal.
g. Submittal purpose and description.
h. Remarks.

I. Distribution: Furnish copies of final submittals to manufacturers, Subcontractors, suppliers, fabricators, installers, authorities having jurisdiction and others as necessary for performance of construction activities. Show distribution on transmittal forms.

J. Use for Construction: Use only final submittals with mark indicating action taken by Architect in connection with construction.

1.11 SUBSTITUTIONS
A. To obtain approval to use unspecified products, bidders shall submit requests for substitution at least ten (10) days prior to bid date. Requests shall only be considered if they clearly describe the product for which approval is asked, including all data necessary to demonstrate acceptability. All unspecified products and equipment will be considered on an “or equal” basis at the discretion of the Designated Representative. Requests for substitution received after the specified deadline will not be considered. Where a conflict exists between the requirements of the General Conditions / Special Conditions / Division 1 concerning substitutions and the requirements of this Article, this Article (Section 13 11 00, Article 1.10) shall govern.

B. Where the Swimming Pool Subcontractor proposes to use an item of equipment other than that specified or detailed on the Drawings which requires any redesign of the structure, 2023.090 SOUTHSIDE PARK POOL

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partitions, foundations, piping, wiring, or any other part of the architectural, mechanical, or electrical layout, all such redesign and all new drawings (stamped by California Licensed Engineer) and detailing required shall be prepared by the Swimming Pool Subcontractor, at their own expense, submitted for review and approval by the Designated Representative prior to bid.

C. Where such approved deviation requires a different quantity and arrangement of piping, supports and anchors, wiring, conduit, and equipment from that specified or indicated on the Drawings, the Swimming Pool Subcontractor shall furnish and install any such piping, structural supports, controllers, motors, starters, electrical wiring and conduit, and any other additional equipment required by the system, at no additional cost to the Owner.

1.12 SURVEYS AND MEASUREMENTS
A. The Swimming Pool Subcontractor shall base all measurements, both horizontal and vertical, from benchmarks established by the Contractor. All work shall agree with these established lines and levels. The mechanical Drawings do not give exact details as to elevations of piping, exact locations, etc. and do not show all offsets, control lines, pilot lines and other installation details. Verify all measurements at site and check the correctness of same as related to the work.

1.13 DRAWINGS
A. Drawings are diagrammatic and indicate the general arrangement of the systems and work included in the Subcontractor. Drawings are not to be scaled. The architectural drawings and details shall be examined for exact dimensions. Where they are not definitely shown, this information shall be obtained from the Designated Representative.

1.14 SWIMMING POOL SUBSUBCONTRACTOR
A. The swimming pool construction work as herein described and specified in Division 13 of the Project Manual shall be the complete responsibility of a qualified and specifically licensed (C- 53 license classification within the State of California) Swimming Pool Subcontractor with extensive experience in commercial public use swimming pool installations.

B. The Contractor shall require the Swimming Pool Subcontractor to furnish to the Contractor performance and payment bonds in the amount of 100% of the Swimming Pool Subcontractor’s bid written by a surety Company properly registered in the State of California and listed by the U.S. Treasury. The expense of the bond(s) is to be borne by the Subcontractor. The Contractor shall clearly specify the amount and requirements of the bond(s) in the Contractor’s written or published request for subbids. The Contractor’s written or published request for subbids shall also specify that the bond(s) expense is to be borne by the Subcontractor.

C. Subcontractor certifies that it meets the qualifications and experience requirements established in Swimming Pool General Requirements, Section 13 11 00, as follows:

1. Subcontractor has derived 50% of its annual revenue from public-use swimming pool construction for each of the last five (5) years.
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2. Subcontractor has, in the last five (5) years, constructed at least five (5) commercially designed municipal and public-use swimming pools, each of which have incorporated a minimum size of 6,000 square feet of water surface area with a concrete and ceramic tile perimeter overflow gutter and self-modulating balance tank.

3. The following list of projects meet the requirements of section (b) above and the contact as reference by the Contractor, the Awarding Authority of their agent or designee. a. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
b. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
c. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
d. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
e. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:

D. Swimming Pool Deck Subcontractor other than the swimming pool Subcontractor certifies that it meets the qualifications and experience requirements established in Swimming Pool General Requirements, Section 13 11 00, as follows:

1. Subcontract has, in the last five (5) years, constructed at least five (5) commercially designed cantilevered pool decks over perimeter gutters, each of which have incorporated a minimum size of 6,000 square feet of water surface area of the swimming pool.

2. The following list of projects meet the requirements of section (b) above and the contact as reference by the Contractor, the Awarding Authority of their agent or designee.

SWIMMING POOL DECK SUBCONTRACTOR
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a. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
b. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
c. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
d. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
e. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:

1.15 OPERATING INSTRUCTIONS
A. The Swimming Pool Subcontractor shall determine from actual samples of pool water supplied by the Owner, the proper water management program necessary for maximum operating efficiency and comfort. The Swimming Pool Subcontractor shall provide the services of experienced personnel familiar with this type of pool system operation, in conformance with Section 13 11 05 of the Specifications.

1.16 MAINTENANCE MANUALS
A. The Swimming Pool Subcontractor shall provide six (6) bound sets for delivery to the Designated Representative of instructions for operating and maintaining all systems and equipment included in this Contract. Manufacturer’s advertising literature or catalog pictures will not be acceptable for operating and maintenance instructions.

B. Bound in ring binders shall be all parts lists, periodic maintenance instructions and troubleshooting guidelines for all pool equipment, including but not limited to filters, pumps, controllers, water chemistry control equipment, etc.
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1.17 SECURE FROM THE OWNER
A. A complete Owner-furnished filling of the swimming pools.

B. The Owner’s assistance, as specified herein, from the time of start-up until final written acceptance of the swimming pool system(s).

C. Chemicals as required for swimming pool operation after Swimming Pool Subcontractor completes initial water chemistry balance and water treatment during the maintenance period described in Section 13 11 05 of the Specifications.

1.18 WARRANTY
A. The Swimming Pool Subcontractor shall warrant all swimming pool structures, finishes and systems against defects in material and workmanship for a period of one year after the date of acceptance by the Owner. Any repair or replacement required due to defective material or workmanship will be promptly corrected by the Swimming Pool Subcontractor.

PART 2 PRODUCTS

NOT USED
PART 3 EXECUTION

NOT USED

END OF SECTION
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SECTION 13 11 02

SWIMMING POOL CONCRETE
PART 1 GENERAL

1.01 WORK INCLUDED
A. Forming for cast-in-place concrete and shotcrete associated with swimming pools.

B. Reinforcement for cast-in-place concrete and shotcrete associated with swimming pools.

C. Cast-in-place concrete for swimming pool structures. Do not use waterproofing admixture of any kind.

D. Provide labor, materials and equipment as required to install sealant for all pool deck expansion joints, or any other caulking, as indicated on the aquatic Drawings and herein specified.

1.02 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years’ experience with the materials and methods specified.

3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years’ experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.

B. Standards:

1. In addition to complying with the California Building Code (2022 edition), 1908comply with all pertinent recommendations contained in “Guide to Formwork for Concrete" Publication ACI 347R-14 of the American Concrete Institute.

2. In addition to complying with California Building Code (2022 edition), comply with all pertinent recommendations contained in “Guide to Presenting Reinforcing Steel Design Details,” Publication ACI 315R-18 of the American Concrete Institute.

3. In addition to complying with all local codes and regulations, comply with all pertinent recommendations contained in American Society for Testing and materials (ASTM); ASTM C 920 “Standard Specification for Elastometric Joint Sealants.” C. Tolerances: Construct all swimming pool concrete straight, true, plumb and square within a tolerance horizontally and vertically of 1/8” in total distance.

1.03 SUBMITTAL AND SUBSTITUTIONS
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A. Provide submittals in conformance with the requirements of Division 1 of specifications.

Requests for substitution shall conform to requirements of Article 1.10.A of Section 131100.

B. Samples and Certificates, Concrete Reinforcement:

1. Provide all data and access required for testing as described in Division 1 of specifications

2. All material shall bear mill tags with heat number identification. Mill analysis and report shall be made available upon request.

3. Material not so labeled and identifiable may be required by the Owner to be tested by the testing laboratory selected by the Owner and at no additional cost to the Owner, in which case random samples will be taken for one series of tests from each 2-1/2 tons or fraction thereof of each size and kind of reinforcing steel.

4. Design mix from batch plant demonstrating previous use history and associated strengths at 28 days.

5. The Contractor shall submit a mix design stamped and signed by a licensed engineer for approval by the Owner’s Representative prior to any placement of concrete.

C. Submit proof of qualifications as specified in Article 1.02.A of this Section.

D. Submit reinforcing shop drawings for pool walls, gutters, floors, dike walls and balance tank, etc. as shown on the construction drawing.

1.04 PRODUCT HANDLING
A. Delivery: Deliver materials to the Project Site in the manufacturer's original unopened containers with all labels intact and legible.

B. Storage: Store materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the Project Site.

C. Protection: Use all means necessary to protect the swimming pool concrete before, during, and after installation and to protect the installed Work specified in other Sections.

D. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner.

PART 2 PRODUCTS

2.01 CONCRETE FORMWORK
A. Form Materials:

1. Form Lumber: All form lumber in contact with exposed concrete shall be new except as allowed for reuse of forms in Part 3 of this Section, and all form lumber shall be one of the following, a combination thereof, or an equal approved in advance by the Owner’s Representative.
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a. "Plyform," Class I or II, bearing the label of the Douglas Fir Plywood Association; "Inner-Seal" Form as manufactured by Louisiana-Pacific, or approved equal. b. Douglas Fir-Larch, number two grade, seasoned, surfaced four sides.

2. Form Release Agent: Colorless, non-staining, free from oils; chemically reactive agent that shall not impair bonding of paint or other coatings intended for use.

B. Ties and Spreaders:

1. Type: All form ties shall be a type which do not leave an open hole through the concrete and which permits neat and solid patching at every hole.

2. Design: When forms are removed, all metal reinforcement shall be not less than two (2) inches from the finished concrete surface.

3. Wire Ties and Wood Spreaders: Do not use wire ties or wood spreaders.

C. Alternate Forming Systems: Alternate forming systems may be used subject to the advance approval of the Owner’s Representative.

2.02 CONCRETE REINFORCEMENT
A. Bars: Bars for reinforcement shall conform to “Specifications for Deformed Billet Carbon-Steel Bars for Concrete Reinforcement,” ASTM A-615, Grade 60.

B. Wire Fabric: Wire fabric shall conform to “Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete”, ASTM A1064.

C. Tie Wire: Tie wire for reinforcement shall conform to “Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete”, ASTM A1064 black annealed 16-gauge tie wire.

2.03 CAST-IN-PLACE CONCRETE
A. Concrete:

1. All concrete, unless otherwise specifically permitted by the Owner’s Representative, shall be transit-mixed in accordance with ASTM C94. Concrete for water retaining structures that do not receive a waterproofing finish such as ceramic tile or swimming pool plaster shall receive a topical waterproofing finish.

2. The control of concrete production shall be under the supervision of a recognized testing agency, selected by the Owner in accordance with Section 01 25 00 of the Specifications.

3. Quality: All concrete shall have the following minimum compressive strengths at twenty- eight (28) days and shall be proportioned within the following limits a. 4,000 psi minimum compressive strength for cast-in-place swimming pool structures. b. 1” maximum size aggregate.
c. 6.0 minimum sacks of cement per cubic yard. *
d. Maximum water to cement ratio of 0.40 minimum-0.45 maximum. 2023.090 SOUTHSIDE PARK POOL

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e. 4” maximum slump.
* For estimate only: to be determined by mix design.

4. Cement: All cement shall be Portland Cement conforming to ASTM C-150, Type II or V and shall be the product of one manufacturer.

5. Aggregates:
a. Shall conform to “Standard Specifications for Concrete Aggregates,” ASTM C33, except as modified herein.
b. Coarse Aggregate: Clean sound washed gravel or crushed rock. Crushing may constitute not more than 30% of the total coarse aggregate volume. Not more than 5% flat, thin, elongated or laminated material nor more than 1% deleterious material shall be present. 1" aggregate graded from 1/4” to 1”, fineness modulus 6.90 to 7.40. 1-1/2” graded from ½” to 1-1/2”, fineness modulus 7.80 to 8.20. c. Fine Aggregate: Washed natural sand of hard, strong particles and shall contain not more than 1% of deleterious material, fineness modulus 2.65 to 3.05. d. Aggregate must be certified, non-expansive from a “known” good source.

6. Water: ASTM C1602 Clean, fresh, free from acid, alkali, organic matter or other impurities liable to be detrimental to the concrete (potable).

7. Admixtures: Admixtures shall be used upon approval of the Owner's Representative. a. Air-entraining admixture: Conform to ASTM C260.
b. Water-reducing admixture: Conform to ASTM C494.

B. Construction Joints: Use keyform for slab pour joints. Either preformed galvanized or PVC construction joint forms of a standard manufacturer may be used. Install per manufacturer's recommendations and tool edges of slabs.

C. Waterstops: PVC bulb-type for use between concrete pours / lifts, conforming with ASTM D 570, D 624, and D 638. Provide in configuration(s) as recommended by manufacturer for specific application. Greenstreak, W.R. Meadows, or approved equal.

D. Curing Materials:

1. Liquid Membrane (covered slab): Chlorinated rubber membrane forming, curing-sealing compound conforming to ASTM C309.

2. Liquid Membrane (exposed slab): Clear methyl and butyl methacrylate non-staining, membrane forming, curing-sealing compound conforming to ASTM C309.

E. Cement Grout and Drypack:

1. Cement Grout: Mix 1 part by volume of Portland Cement, 1/2 part by volume of water and fine aggregate enough to make mixture flow under its' own weight.

2. Drypack: Mix 1 part by volume of Portland Cement, 1/2 part by volume of water and fine aggregate enough to make a stiff mix that will mold into a ball. Mix no more than can be used in 30 minutes.
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2.04 JOINT SEALANT MATERIALS
A. Caulking: Multipart, non-sag gun grade polyurethane based sealant meeting the requirements of ASTM C920-02, Type S or M, Mamemco International, Pecora, Sika Corp., Sonneborn Building Products, Tremco or approved equal. Self-leveling caulking materials are not allowed.

B. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

C. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials.

D. Sealant Backer Rod: Provide compressible polyethylene or polyurethane backer rod as recommended by the sealant manufacturer.

E. Bond Breaker Tape: Provide polyethylene tape or other plastic tape as recommended by sealant manufacturer, to be applied to sealant-contact surfaces where bond to substrate or joint filler must be avoided for proper performance of sealant.

F. Sand: Cover the surface of the caulking with #30 silica sand.

2.05 OTHER MATERIALS
A. All other materials, not specifically described but required for proper completion of the work of this Section, shall be as selected by the Contractor subject to the advance review by the Owner’s Representative.

PART 3 EXECUTION

3.01 SURFACE CONDITIONS
A. Inspection:

1. Prior to all Work of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence.

2. Verify that all Work may be constructed in accordance with all applicable codes and regulations, the referenced standards, the original design, and in accordance with site specific Geotechnical Report.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Owner’s Representative.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3. Failure to notify the Owner’s Representative and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive work.
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3.02 CONCRETE FORMWORK
A. Construction of Forms:

1. General: Construct all required forms to be substantial, sufficiently tight to prevent leakage of concrete paste, and able to withstand excessive deflection when filled with wet concrete.

2. Layout:
a. Form for all required cast-in-place concrete to the shapes, sizes, lines and dimensions indicated on the Drawings.
b. Exercise particular care in the layout of forms to avoid necessity for cutting concrete after placement.
c. Make proper provisions for all openings, offsets, recesses, anchorages, blocking and other features of the Work as shown or required.
d. Perform all forming required for Work of other trades and do all cutting and repairing of forms required to permit such installation. e. Carefully examine the Drawings and Specifications and consult with other trades as required relative to providing for pipe and conduit penetrations, reglets, chases and other items in the forms.

3. Imbedded Items: Set all required steel frames, angles, bolts, inserts and other such items required to be anchored in the concrete prior to concrete being placed.

4. Bracings:
a. Properly brace and tie the forms together so as to maintain position and shape and to ensure safety to workmen.
b. Construct all bracing, supporting members and centering of ample size and strength to safely carry, without excessive deflection, all dead and live loads to which they may be subjected.
c. Properly space the forms apart and securely tie them together, using metal spreader ties that give positive tying and accurate spreading.

5. Wetting: Keep forms sufficiently wetted to prevent joints from opening up before concrete is placed.

B. Plywood Forms:

1. Design: Nail the plywood panels directly to studs and apply in a manner to minimize the number of joints.

2. Joints: Make all panel joints tight butt joints with all edges true and square.

C. Footing Forms:

1. Wood Forms: All footing forms shall be wood unless otherwise specifically approved by the Owner’s Representative, or as specified in paragraph 3.02(C)(2).

2. Earth Forms:
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a. Side walls for footings may be of earth provided the soil will stand without caving and the sides of the bank are made with a neat cut to the minimum dimensions indicated on the Drawings.
b. For excavation and backfill of earth forms, conform with applicable provisions of Section 13 11 01.

D. Reuse of Forms:

1. Reuse of forms shall be subject to advance approval of the Owner’s Representative.

2. Except as specifically approved in advance by the Owner’s Representative, reuse of forms shall in no way delay or change the schedule for placement of concrete from the schedule obtainable if all forms were new.

3. Except as specifically approved in advance by the Owner’s Representative, reuse of forms shall in no way impart less structural stability to the forms nor less acceptable appearance to finished concrete.

E. Removal of Forms:

1. General:
a. In general, side forms of footings may be removed seven (7) days after placement of concrete, but time may be extended if deemed necessary by the Owner’s Representative.
b. Forms for footings, foundations, grade beams, slabs, walls, and other formed concrete may be removed fourteen (14) days after placement of concrete.

2. Removal:
a. Use all means necessary to protect workers, passersby, the installed Work of other trades and the complete safety of the structure.
b. Cut nails and tie wires or form ties off flush, and leave all surfaces smooth and clean.
c. Remove metal spreader ties on exposed concrete by removing or snapping off inside the wall surface and pointing up and rubbing the resulting pockets to match the surrounding areas.
d. Flush all holes resulting from the use of spreader ties and sleeve nuts using water, and then solidly pack throughout the wall thickness with cement grout applied under pressure by means of a grouting gun; grout shall be one part Portland Cement to 2-1/2 parts sand; apply grout immediately after removing forms.

3.03 CONCRETE REINFORCEMENT
A. Bending:

1. General:
a. Fabricate all reinforcement in strict accordance with the Drawings. b. Do not use bars with kinks or bends not shown on the Drawings. 2023.090 SOUTHSIDE PARK POOL

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c. Do not bend or straighten steel in a manner that will injure the material. (When opposite end is already encased in concrete.)

2. Design:
a. Bend all bars cold.
b. Make bends for stirrups and ties around a pin having a diameter of not less than two (2) times the minimum thickness of the bar.
c. Make bends for other bars, including hooks, around a pin having a diameter of not less than six (6) times the minimum thickness of the bar.

B. Placing:

1. General: Before the start of concrete placement, accurately place all concrete reinforcement, positively securing and supporting by concrete blocks, metal chairs or spacers, or by metal hangers.

2. Clearance:
a. Preserve clear space between bars of not less than one and one-half (1-1/2) times the nominal diameter of the round bars.
b. In no case let the clear space be less than one and one-half (1-1/2) inches nor less than one and one-third (1-1/3) times the maximum size of the aggregate. c. Provide the following minimum concrete covering of reinforcement:
1) Concrete deposited against earth: three (3) inches minimum. 2) Concrete below grade deposited against forms: two (2) inches minimum. 3) Concrete elsewhere: As indicated on Drawings or otherwise approved by the Owner’s Representative.

3. Splicing:
a. Horizontal Bars:
1) Place bars in horizontal members with minimum lap at splices sufficient to develop the strength of the bars.
2) Bars may be wired together at laps except at points of support of the member, at which points preserve clear space described above. 3) Whenever possible, stagger the splices of adjacent bars. 4) Splice forty (40) bar diameters minimum.
5) Provide non-contact lap slices for shotcrete.
b. Wire Fabric: Make all splices in wire fabric at least one and one-half (1-1/2) meshes wide.
c. Other Splices: Make only those other splices that are indicated on the Drawings or specifically approved by the Owner’s Representative.

4. Dowels: Place all required steel dowels and securely anchor them into position before concrete is placed.
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AQUATIC DESIGN GROUP SWIMMING POOL CONCRETE
13 11 02- 9

5. Obstructions: In the event conduits, piping, inserts, sleeves and other items interfere with placing reinforcement as indicated on the Drawings or otherwise required, immediately consult with the Owner’s Representative and obtain approval of a new procedure prior to placing concrete.

C. Cleaning Reinforcement: Steel reinforcement, at the time concrete is placed around it, shall be free from rust scale, loose mill scale, oil, paint and all other coatings which will destroy or reduce the bond between steel and concrete. Bend down all tie wire away from the top of the pool concrete. Maintain a 2” clear from top of concrete to the tie wire.

3.04 SHOTCRETE REINFORCEMENT
A. Shotcrete reinforcement shall be in accordance with the requirements of CBC 1908A and ACI 318-19, along with the provisions of ACI 506R and ACI 506.2. For parallel nonprestressed reinforcement in shotcrete members, the clear spacing between bars shall be at least the greater of 6 bar diameters and 2-1/2 in. Where two curtains of reinforcement are provided, the clear spacing between bars in the curtain nearer the nozzle shall be at least 12 bar diameters; the clear spacing between bars in the remaining curtain shall be at least the greater of 6 bar diameters and 2-1/2 in. Adequate encasement of bars larger than No. 5 shall be demonstrated by a preconstruction test shotcrete mockup panel.

1. Subject to the approval of the building official, it shall be permitted to use a clear spacing that does not meet the clear spacing provisions listed above provided that shotcrete mockup panels are used to demonstrate the proper reinforcement encasement in accordance with the following:
a. The shotcrete mockup panels shall be representative of the most complex reinforcement configurations to be encountered.
b. The licensed design professional shall specify the shotcrete mockup panel quantity, frequency of shooting per nozzleman and member type, and panel thickness to verify reinforcement encasement.

B. Non-contact lap splices for reinforcement in shotcrete shall have clear spacing in accordance with the following:

1. For No. 6 and smaller bars, the clear spacing between bars shall be at least greater of 6 bar diameters and 2-1/2” in.

2. For No. 7 and larger bars, the clear spacing shall be established using a shotcrete mockup panel to demonstrate that the reinforcement is properly encased.

Subject to the approval of the building official, contact lap splices for reinforcement in shotcrete shall be oriented with the plane of the spliced bars perpendicular to the surface of the shotcrete and approved by the licensed design professional based on a shotcrete mockup panel to demonstrate that the reinforcement is properly encased.

3.05 CAST-IN-PLACE CONCRETE
A. Conveying and Placing Concrete:

1. Before placing concrete, mixing and conveying equipment shall be well cleaned, and the 2023.090 SOUTHSIDE PARK POOL

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JANUARY 2024 SACRA

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AQUATIC DESIGN GROUP SWIMMING POOL CONCRETE
13 11 02- 10
forms and space to be occupied by concrete shall be thoroughly cleaned and wetted.

Ground water shall be removed until the completion of the work.

2. No concrete shall be placed in any unit of work until all formwork has been completely constructed, all reinforcement has been secured in place, all items to be built into concrete are in place, and form ties at construction joints tightened.

3. Concrete shall be conveyed from mixer to place of final deposit in such a way to prevent the separation or loss of ingredients. It shall be placed as nearly as practicable in its’ final position to avoid rehandling or flowing. Concrete shall not be dropped freely where reinforcing bars will cause segregation, nor shall it be dropped freely more than six (6) feet.

Use tremies, spouts and dump boxes in deep sections. Vibrators are not acceptable for facilitating concrete transport.

4. Concrete shall be tamped and spaded to insure proper compaction into all parts of forms and around reinforcement. A mechanical vibrator shall be used to thoroughly compact the concrete. Vibration must be by direct action in the concrete and not against forms or rein- forcement.

5. Mixing and transport time as indicated in ASTM C94 is required. If air temperatures are between 85° and 90° F the delivery time is to be reduced to 75 minutes. When air temperatures are in excess of 90° F the delivery time should be reduced to 60 minutes.

6. Truck mixes without batch certificates will be rejected.

B. Construction Joints / Expansion Joints: Construction joints and expansion joints shall be provided at locations and in the manner shown on the Drawings. With exception of existing concrete / new shotcrete joints, use PVC bulb-type waterstops appropriate for design condition between all concrete pours / lifts to avoid cold joints. Waterstops shall be placed in such a way to protect reinforcing steel from rust and oxidation. All expansion joints must be the full depth of the concrete section in which they are located.

C. Slab Finishes: Concrete slabs shall be compacted and screeded uniformly to grades shown.

Push large aggregates below the surface with a screen tamper, screed and bull float. As soon as the surface becomes workable, it shall be wood floated, then finished as indicated on the Drawings to a uniform smooth, true surface in a neat and workmanlike manner. Carefully coordinate slab finish requirements with other trades (ceramic tile, pool plaster) to insure concrete finish is appropriate substrate for final finish material.

1. Pool Floor Slab: Heavy Wire Broom Finish.

D. Protection and Curing:

1. Concrete shall be protected from injurious action of the elements and defacement of any nature during construction.

2. All forms must be kept wet to prevent drying out of the concrete.

3. All concrete surfaces including footings must be kept wet for at least seven (7) days after concrete is placed.

4. Apply the appropriate curing materials, as specified in 2.03 of this Section, immediately after finishing slabs. Application shall be as specified by the manufacturer.

E. Form Removal:
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AQUATIC DESIGN GROUP SWIMMING POOL CONCRETE
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1. Take care in removing forms so that surfaces are not marred or gouged and that corners are true, sharp and unbroken.

2. No steel spreaders, ties or other metal shall project from or be visible on any concrete surfaces.

F. Defective Work:

1. Should the strength of any concrete for any portion of the work indicated by tests of molded cylinders and core tests fall below minimum 28 days strength specified or indicated, concrete will be deemed defective work and shall be replaced.

2. Concrete work that is not formed as indicated, is not true to intended alignment, not plumb or level where so intended, not true to intended grades or elevations, not true to specified or selected finish, contains sawdust shavings, wood, or embedded debris, which exhibits cracks or contains fine or coarse sulfide particles, or expansive aggregates detrimental to performance or appearance of the concrete shall be deemed defective.

3. Promptly perform work required to replace and properly clean (by sandblasting if necessary) any defective concrete panels (control joint or expansion joint to control joint or expansion joint), at Contractor's expense, including all expense of additional inspection, tests, or supervision made necessary as a result of defective concrete.

3.06 EXPANSION JOINTS
A. Temperatures: Do not install sealants when air temperature is less than 40°F.

B. Tooling: Tool exposed joints to a slightly concave surface using slicking materials recommended by the manufacturer. The tooling procedure shall press sealant against the sides of the joint. No materials shall be left “feathered” out or smeared on the abutting materials. Completed joints shall have a uniform professional appearance.

C. Joint Construction: Sealant joint width, thickness and cross-sectional profile to be constructed in strict accordance with the sealant manufacturer’s recommendations.

D. Sand: At the appropriate time cover the sealant with sand to provide a sanded finish.

3.07 CLEAN-UP
A. Upon completion of the Work of this Section, immediately remove all swimming pool concrete materials, debris and rubbish occasioned by this Work to the approval of the Owner’s Representative.

END OF SECTION
2023.090 SOUTHSIDE PARK POOL

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JANUARY 2024 SACRA

MENTO, CA

AQUATIC DESIGN GROUP SWIMMING

POOL CERAMIC TILE
13 11 04
- 1
SECTION 13 11 04

SWIMMING POOL CERAMIC TILE
PART 1 GENERAL

1.01 WORK INCLUDED
A. Swimming pool ceramic tile detailed on the Drawings, including, but not limited to, the following:

1. Waterline Face Tile

2. Gutter Cap Tile / Handhold Tile.

3. Lane Line / Target Tile

4. 4’-6” Depth Tile.

5. Depth Marker Tile. (at waterline)

6. Depth / Caution Marker Tile. (At Pool Deck)

7. No Diving / No Running Tile

1.02 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.

B. Standards: In addition to complying with all pertinent codes and regulations:

1. Manufacture of all tile shall be in accordance with ANSI A-137.1-1976.

2. Install ceramic tile in accordance with the recommendations contained in the 2023 “Handbook for Ceramic Tile Installation” of the Tile Council of America, Inc.

C. Tolerances: Install all swimming pool ceramic tile straight, true, plumb and square within a tolerance horizontally and vertically of 1/8”. Waterline and gutter bullnose tile shall be level to 1/8” (+/- 1/16”) around entire perimeter of swimming pools.

1.03 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Division 1 of the Specifications.

Requests for substitution shall conform to requirements of Article 1.10.A of Section 13 11 00.

B. Samples: Submit samples of each color and pattern in the specified groups. Character samples can be representative for review prior to screening of actual tile. 2023.090 SOUTHSIDE PARK POOL

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POOL CERAMIC TILE
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- 2
C. Master Grade Certificate: Prior to opening ceramic tile containers, submit a Master Grade Certificate, signed by the manufacturer of the tile used and issued when the shipment is made, stating the grade, kind of tile, identification marks for the tile containers, and the name and location of the Project.

D. Specifications: Submit manufacturer's recommended installation specifications for the Work.

E. Submit proof of qualifications as specified in Article 1.02.A of this Section.

1.04 PRODUCT HANDLING
A. Delivery: Deliver all materials to the Project Site in the manufacturer’s original unopened containers with all labels intact and legible.

B. Storage: Store all materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the Project site.

C. Protection: Use all means necessary to protect swimming pool ceramic tile before, during and after installation and to protect the installed Work specified in other Sections.

D. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner.

PART 2 - PRODUCTS

2.01 TILE
A. Waterline Face Tile:

1. Material: All waterline face tile shall be glazed ceramic tile (Group III standard) as manufactured by Dal-Tile or approved equal.

2. Size: 6 x 6 inches.

3. Color: Dal-Tile # #O-129, 'Sky Blue'. Contact Kylee Midura [email protected] (858) 344-0019.

B. Gutter Cap Tile/Handhold Tile:

1. Material: All gutter cap tile shall be glazed ceramic tile (Group III standard) as manufac- tured by Dal-Tile or approved equal.

2. Size: 2-1/2 x 6 inches (#A-7250).

3. Color: Dal-Tile #D-129, 'Sky Blue'.

C. Lane Line / Target Tile

1. Material: Group 3 quality, frost proof unglazed ceramic mosaic tile with absorption rate of less than 1% as manufactured by Dal-Tile or approved equal.

2. Size: 1 x 1 inches.

3. Color: Dal-Tile #D-311, 'Black’.
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AQUATIC DESIGN GROUP SWIMMING

POOL CERAMIC TILE
13 11 04
- 3
D. 4'-6" Depth Tile:

1. Material: Group 3 quality, frost proof unglazed ceramic mosaic tile with absorption rate of less than 1% as manufactured by Dal-Tile or approved equal.

2. Size: 1 x 1 inches.

3. Color: Dal-Tile #D-621 ‘Nautical Blue’
E. Depth Marker Tile (Waterline):

1. Material: All depth marker tile shall be glazed ceramic tile with absorption rate of less than 20% as manufactured by Dal-Tile or approved equal.

2. Size: 6 x 6 inches.

3. Color: Dal-Tile #D-129, 'Sky Blue' with Black silk screen numbers.

4. Trim: Furnish trim pieces as indicated on the Drawings.

F. Depth / Caution Marker Tile (at pool deck):

1. Material: Group 3 quality, frost proof unglazed ceramic mosaic tile with absorption rate of less than 1% as manufactured by Dal-Tile or approved equal.

2. Size: 1 x 1 inches.

3. Color: Dal-Tile #D-311, 'Black' letters and numbers on #D-617, ' Artic White’ field.

G. “No Diving” and “No Running” Tile (at pool deck):

1. Material: Frost proof unglazed non-slip ceramic mosaic tile with absorption rate of less than 20% as manufactured by Dal-Tile or approved equal.

2. Size: 6 x 6 inches.

3. Color: International “No Diving” and “No Running” symbol over white background. Inlays #C621500, ‘White’ field.

2.02 MORTAR
A. Laticrete 3701 fortified mortar #LCR-37-1017.

B. Site mortar mix shall comply with ASTM C270 standards.

1. Sand for Mortar: Comply with requirements of fine aggregate for concrete.

2. Cement: Type 1 portland cement, conforming to ASTM C150.

3. Hydrated Lime: Conforming to ASTM C206 or 207, Type S.

4. Water: From a potable source.

C. Water: From a potable source.

D. Mortar shall meet ASTM C627.

2.03 THIN SET MORTAR
A. Laticrete 254 Platinum. Laticrete, Custom or equal.
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AQUATIC DESIGN GROUP SWIMMING

POOL CERAMIC TILE
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B. Water from a potable source.

C. Mortar shall meet ASTM C627.

2.04 GROUT
A. All tile grout shall be waterproof grout complying with the recommendations of referenced standards. Grout color shall be grey for dark backgrounds, white for light backgrounds (verify colors with Architect).

2.05 OTHER MATERIALS
A. All other materials, not specifically described but required for a complete and proper installation of ceramic tile as indicated on the Drawings, shall be new, first quality of their respective kinds, and subject to the approval of the Owner’s Representative.

PART 3 - EXECUTION

3.01 SURFACE CONDITIONS
A. Inspection:

1. Prior to all Work of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence.

2. Verify that ceramic tile can be installed in accordance with the original design and all referenced standards.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Owner’s Representative.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3. Failure to notify the Owner’s Representative and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive its Work.

3.02 INSTALLATION
A. Method:

1. Install all ceramic tile in strict accordance with installation method P601-90 of the 2023 Handbook for Ceramic Tile Installation of the Tile Council of America, Inc.

2. Be certain to install all ceramic tile perfectly level, flush, plumb, and to the finish grades and elevations indicated on the Drawings.

B. Interface:

1. Carefully establish and follow the required horizontal and vertical elevations to insure 2023.090 SOUTHSIDE PARK POOL

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JANUARY 2024 SACRA

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AQUATIC DESIGN GROUP SWIMMING

POOL CERAMIC TILE
13 11 04
- 5
proper and adequate space for the work and materials of other trades.

2. Coordinate and cooperate as required with other trades to insure proper and adequate interface of ceramic tile Work with the Work of other trades.

3.03 GROUTING
A. Follow grout manufacturer's recommendations as to grouting procedures and precautions.

B. Remove all grout haze, observing grout manufacturer's recommendations as to use of acid and chemical cleaners.

3.04 EXTRA STOCK
A. Provide one (1) unopened box of extra tile for 2.01,A – 2.01,G for Owners use at a future time.

3.05 CLEAN-UP
A. Upon completion of the swimming pool ceramic tile installation, thoroughly clean and polish the exposed surfaces of tile work. Completely clean work area of debris and rubbish occa- sioned by this Work and dispose of to the approval of the Owner’s Representative.

END OF SECTION
2023.090 SOUTHSIDE PARK POOL RENOVATION
JANUARY 2024 SACRAMENTO, CA

AQUATIC DESIGN GROUP SWIMMING POOL PLASTER
13 11 05 - 1
SECTION 13 11 05

SWIMMING POOL PLASTER
PART 1 GENERAL

1.01 WORK INCLUDED
A. Swimming pool plaster and waterproofing of swimming pool structures as indicated on the Drawings and herein specified.

B. Start-up and operation instructions to Owner’s operations and maintenance personnel and properly balance swimming pool water chemistry until the Owner takes occupancy.

1.02 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

3. Provide
at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.

B. Standards: Swimming pool plaster shall conform with requirements of Chapter 31B of California Building Code, 2022 edition. In addition, meet requirements of applicable portions of most current edition of the “Technical Manual,” National Plasterers Council, Wauconda, Illinois.

C. Start-up:

1. Furnish
a swimming pool water chemistry consultant, with a minimum of five (5) years experience, possessing either AFO (Aquatic Facility Operator) or CPO (Certified Pool Operator) certification(s), to supervise and properly balance swimming pool water chemistry.

2. Demonstrate to the Owner that all systems are fully operational and that calcium hardness, total alkalinity, chlorine residual and pH levels are within specified limits.

3. Standards: Furnish labor and chemicals as required to condition the water properly to the following specifications:
a. Calcium Hardness: 200-400 parts per million (PPM)
b. Total Alkalinity: 80-100 PPM
c. Chlorine Residual: 1.00 to 2.0 PPM
d. pH Factor: 7.2
to 7.6

1.03 SUBMITTALS AND SUBSTITUTIONS
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JANUARY 2024 SACRAMENTO, CA

AQUATIC DESIGN GROUP SWIMMING POOL PLASTER
13 11 05 - 2
A. Provide submittals in conformance with the requirements of Division 1 of the Specifications.

Requests for substitution shall conform with requirements of Article 1.10.A of Section 13 11 00.

B. Submit proof of qualifications as specified in Article 1.02.A and 1.02.C.1 of this Section.

1.04 PRODUCT HANDLING
A. Delivery: Deliver materials to the Project Site in the manufacturer's original unopened containers with all labels intact and legible.

B. Storage: Store materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the Project Site.

C. Protection: Use all means necessary to protect the swimming pool plaster before, during, and after installation and to protect the installed Work specified in other Sections.

D. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner.

1.05 ENVIRONMENTAL CONDITIONS
A. No plastering shall be done under unsuitable conditions of weather or temperature. No plastering shall be done when prevailing temperature is 40 degrees Fahrenheit or less.

B. Do not install plaster during rain and, if rain commences after plastering has begun, immediately protect the plaster from rain by all means necessary until the plaster has set.

C. Do not install plaster during wind greater than 10 mph and, if wind commences after plastering has begun, immediately protect the plaster from wind by all means necessary until the plaster has set.

PART 2 PRODUCTS

2.01 CEMENT / AGGREGATE
A. Luna Quartz®
tiny pebble finish by Wet Edge Technologies. Altima® quartz finish by Wet Edge Technologies. Pebble-Fina® pool finish by Pebble Technologies. Wet Edge Technologies, Pebble Technologies, Commercial Quartz or equal.

2.03 COLOR
A. All swimming pool plaster shall be white in color. Wet Edge Technologies shall be Luna Quartz® “Polar White”. Wet Edge Technologies shall be Altima® “White”. Pebble Technology shall be Pebble-Fina® “Classico”. Commercial Quartz ‘Commercial White’. Contractor to obtain written approval on selected pebble color from the local Health Department prior to installation. Submit cut sheet, color sample and written approval for review by Architect and Owner.”

2.03 WATER
2023.090 SOUTHSIDE PARK POOL RENOVATION
JANUARY 2024 SACRAMENTO, CA

AQUATIC DESIGN GROUP SWIMMING POOL PLASTER
13 11 05 - 3
A. Water for swimming pool plaster shall be clean and free from injurious amounts of acid, alkali, and organics.

2.04 GUTTER & SURGE CHAMBER WATERPROOFING
A. Xypex, Miracote Miraflex Membrane C Hycrete Waterproofing System or approved equal. Mix and apply per manufacturer’s recommendations for specific application. Color shall be Gray.

PART 3 EXECUTION

3.01 SURFACE CONDITIONS
A. Inspection:

1. Prior to Work of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation can properly commence.

2. Verify that swimming pool plaster can be installed in accordance with the original design and all referenced standards, including proprietary application techniques and application training/certifications.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Owner's Representative.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3. Failure to notify the Owner's Representative and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive the Work.

3.02 INSTALLATION OF GUTTER & SURGE CHAMBER WATERPROOFING A. Provide two (2) coats of the specified gutter and surge chamber waterproofing prior to plastering the swimming pool. Prepare surfaces to receive waterproofing and cure in conformance with manufacturer's recommendations. Provide steel trowel application method to ensure uniform smooth, dense surface finish.

3.03 INSTALLATION OF POOL PLASTER
A. Outdoor Pools or Spas:

1. Completion of other work: DO NOT commence plastering of swimming pool(s) or spa(s) until the following conditions have been met:
a. The Health Department and/or other governing agencies have approved the pool(s) and/or spas) for plaster.
b. All concrete pool deck construction is complete and the pool decks have been thoroughly cleaned.
c. All landscaping in areas adjacent to the pool(s) or spa(s) is complete and the 2023.090 SOUTHSIDE PARK POOL RENOVATION
JANUARY 2024 SACRAMENTO, CA

AQUATIC DESIGN GROUP SWIMMING POOL PLASTER
13 11 05 - 4
landscape irrigation system is operable.
d. All painting in the pool area is complete.
e. All welding and grinding in locations adjacent to the pool area are complete. f. The backwash sewer connection is complete.
g. Pool(s) and/or spa(s) area(s) perimeter fencing installation is complete. h. All trash and debris have been removed from areas adjacent to the pool(s) or spa(s), particularly those areas that are normally upwind from the pool(s) or spa(s). i. All dust raising construction and/or activities in areas adjacent to the pool(s) or spa(s) are complete or mitigated.
j. The circulation pump(s) is/are operational.
k. The mechanical system has been flushed sufficiently to remove all dirt and debris from the piping system.
l. All necessary chemicals (Chorine, pH adjuster, Sodium Bicarbonate and Calcium Chloride or any other required chemicals) are on site and ready for use. m. Obtain written approval from the Owner and the Architect.

B. Indoor Pools or Spas:

1. Completion of Other Work: DO NOT commence plastering of swimming pool(s) or spa(s) until the following conditions have been met:
a. The Health Department has approved the pool(s) and/or spa(s) for plaster. b. All work above the pool(s) and/or spa(s) is complete. c. All painting in the pool area is complete.
d. All welding and grinding in locations adjacent to the pool area are complete. e. The backwash sewer connection is complete.
f. All concrete pool deck construction is complete and the pool decks have been thoroughly cleaned.
g. The circulation pump(s) is/are operation.
h. The mechanical system has been flushed sufficiently to remove all dirt and debris from the piping system.
i. All necessary chemicals (Chlorine, Acid, Sodium Bicarbonate and Calcium Chloride) are on site and ready to use.
j. Obtain written approval from the Owner and the Architect.

C. Contractor accepts all liability from damage done to the pool plaster if the pool(s) or spa(s) is (are) plaster before the completion of the above listed items or without the written approval of the Owner and the Architect.

D. POOL PLASTER AUTHORIZATION FORM:

1. The pool(s) and or spa(s) at Southside Park is/are hereby approved for the installation of the pool plaster. Pursuant to the requirements of specification section 13 11 05, paragraph 3.03.

Owner Date
2023.090 SOUTHSIDE PARK POOL RENOVATION
JANUARY 2024 SACRAMENTO, CA

AQUATIC DESIGN GROUP SWIMMING POOL PLASTER
13 11 05 - 5
Architect / Project Manager Date
E. Preparation:

1. Do not apply plaster over dirt, rust, scale, grease, moisture, scuffed surfaces or conditions otherwise detrimental to the formation of a durable plaster finish.

2. Consult with manufacturer on application to specific surfaces being treated. Follow manufacturer's recommendation for curing of cast-in-place concrete or shotcrete surfaces prior to application of plaster.

3. Protect ceramic tile, decking, deck equipment, gratings, fittings and other items by suitable covering or masking.

4. Mask or remove all hardware, hardware accessories, machined surfaces, plates, lighting fixtures and similar items in place not to receive pool plaster. Following completion of plaster for each space or area remove masking. Re-install all removed items utilizing workers skilled in the trades involved.

F. Application:

1. Finish shall be applied to a uniform thickness of 3/8” to ½” over the entire surface. The walls shall be scratch-coated followed by a finish coat. Material applied to the floor after the walls have been applied shall be accelerated to assure uniform setting time throughout the pool surface.

2. Float the plaster to a uniform plane and trowel to a smooth, dense, impervious surface using extreme care to avoid stains.

3. Take special care in finishing around pool fittings, making sure to mask off or plug openings so as not to fill such openings with excess plaster. Be certain to completely enclose pool fittings with plaster to insure a leak-proof seal around pipes, fittings, lights, anchors, etc.

4. Accurately interface with the finish planes of items installed by other trades.

5. Quartz and pebble plaster finish is to be applied by a licensed applicator as approved by the manufacturer, and in accordance with manufacturer’s training.

3.04 CURING
A. Preparation: Anticipate the need for required equipment and have all such equipment immediately available for use upon completion of pool plastering.

B. Pool Filling:

1. After the plaster has sufficiently dried and before drying has proceeded to a damaging point, cure the plaster by gradually filling the pool with water, preventing all damage to finished plaster surfaces.

2. Flow the water continuously until the pool is filled.

3. When the weather is hot and/or water pressure is low, keep the pool walls damp while the pool is filling.

4. Coordinate with Contractor to ensure that the pool is continuously monitored while filling to prevent overfill.
2023.090 SOUTHSIDE PARK POOL RENOVATION
JANUARY 2024 SACRAMENTO, CA

AQUATIC DESIGN GROUP SWIMMING POOL PLASTER
13 11 05 - 6

3.05 EQUIPMENT ACTIVATION
A. All water chemistry and filtration mechanical equipment shall be operational upon filling of pool after plaster. Chemicals and other related support items as supplied by Contractor, shall be in supply at start-up.

B. For the first fourteen (14) calendar days after completion of the pool plaster, brush all plastered surfaces at least twice a day and coordinate with General Contractor to ensure that the plaster is carefully maintained after the initial fourteen day period. In addition, coordinate with the Contractor to ensure that pool filtration equipment is continuously running during the initial fourteen day period.

Contractor shall be responsible for supply of chemicals during this not less than fourteen (14) day period and at time of turnover to Owner, chemical storage tanks shall be full. (Owner's personnel shall be fully trained and capable of assuming swimming pool maintenance tasks, training may begin before Owner takes occupancy).

3.06 CLEAN-UP
A. Upon completion of swimming pool plaster, remove all materials, equipment and debris occasioned by this Work and leave the job site in a clean and presentable condition. Perform all such clean-up to the approval of the Owner’s Representative.

3.07 WARRANTY
A. All applicators must provide a minimum of five (5) year warranty for application and workmanship additional to the manufacturer’s warranty for product.

END OF SECTION
2023.090 SOUTHSIDE PARK POOL

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JANUARY 2024 SACRA

MENTO, CA

AQUATIC DESIGN GROUP SWIMMING POOL EQUIPMENT
13 11 06 - 1
SECTION 13 11 06

SWIMMING POOL EQUIPMENT
PART 1 GENERAL

1.01 WORK INCLUDED
A. Swimming pool equipment items required for this Work as indicated on the Drawings and specified herein.

1.02 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

B. All equipment supplied or work performed shall comply with regulations governing public swimming pools and spas as contained within Chapter 31 of California Building Code, 2022 edition.

1.03 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Division 1 of the Specifications.

Requests for substitution shall conform with requirements of Article 1.10.A of Section 13 11

00. B. Required submittals include:

1. Swimming Pool Fittings as specified in Article 2.01 of this Section.

2. Swimming Pool Deck Equipment as specified in Article 2.02 of this Section.

C. Submit proof of qualifications as specified in Article 1.02.A of this Section.

D. The equipment shown on the plans represent the first listed items in the technical specifications. The Contractor shall be responsible for all required field coordination and installation of any approved equal product to provide a fully working and warranted system.

The Contractor shall submit detailed shop drawings for any products used other than the first listed specified items. Contractor provided shop drawings shall include details and quality equal to the original plans and construction documents. The Contractor shall provide any and all required engineering including but not limited to structural and anchorage requirements for any proposed equipment other than the first listed specified equipment. The Contractor is 2023.090 SOUTHSIDE PARK POOL

RENOVATION
JANUARY 2024 SACRA

MENTO, CA

AQUATIC DESIGN GROUP SWIMMING POOL EQUIPMENT
13 11 06 - 2
responsible to provide a factory certified representative(s) to start-up and provide on-site training for all swimming pool mechanical equipment provided.

1.04 PRODUCT HANDLING
A. Protection: Use all means necessary to protect swimming pool equipment items before, during and after installation and to protect the installed work specified in other Sections.

B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner’s Representative.

PART 2 PRODUCTS

2.01 FITTINGS
A. Main Drain Cover 30” x 30” Neptune Benson AEGIS stainless steel with tamper proof fasteners, three (3) required. Contractor shall provide to the Owner a Certificate of Compliance, signed by a licensed design professional, for main drain sump(s) and frame(s) and grate(s), as required by the Virginia Graeme Baker Act.

B. Gutter Outlet Cover (2” x 4”) Lincoln Aquatics #39-230, thirty (30) required.

2.02 DECK EQUIPMENT
A. Commercial Cup Anchor: KDI-Paragon #70316SE, Spectrum #58316 or equal. Twenty-four (24) required.

B. Cross-Braced Ladder: Paragon #42123 Custom, KDI-Paragon, S.R. Smith, Paddock, or Spectrum. Eight (8) total.

C. Anchor Sockets: KDI-Paragon 28102, KDI-Paragon, S.R. Smith, Paddock, or Spectrum.no known equal. Sixteen (16) required
D. Stainless steel Escutcheon Plates: Spectrum Model #35214, KDI-Paragon, S.R. Smith, Paddock, or Spectrum.no known equal. Sixteen (16) required.

PART 3 EXECUTION

3.01 SURFACE CONDITIONS
A. Inspection:

1. Prior to installing the items of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence.

2. Verify that the swimming pool equipment items may be installed in strict accordance with original design, pertinent codes and regulations, and the manufacturers' recommendations.

B. Discrepancies:
2023.090 SOUTHSIDE PARK POOL

RENOVATION
JANUARY 2024 SACRA

MENTO, CA

AQUATIC DESIGN GROUP SWIMMING POOL EQUIPMENT
13 11 06 - 3

1. In the event of discrepancy, immediately notify the Owner’s Representative.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies are fully resolved.

3. Failure to notify the Owner’s Representative and give written notice of discrepancies shall constitute acceptance by the Installer of existing conditions as fit and proper to receive its Work.

3.02 INSTALLATION
A. Supply and install items of swimming pool equipment in strict accordance with applicable codes and regulations, the original design, and the manufacturer's published recommendations, anchoring firmly and securely for long life under hard use.

B. Coordinate with other trades to insure all imbedded items are set plumb and flush. Railing ends must have anchor sockets and escutcheon plates. Be certain that deck equipment and railings are properly bonded prior to imbedding.

C. All equipment shall be braced and/or anchored to resist a horizontal force acting in any direction using the criteria shown on the Drawings.

3.03 INSTRUCTION
A. The Contractor shall provide a factory certified representative(s) to start-up and certify proper installation, operation and full warranty status of all swimming pool mechanical equipment. The Contractor shall provide not less than two 8-hour days of on-site training for facility staff in the operation and maintenance of the swimming pool mechanical equipment and systems. The two 8-hour days shall be separated by a minimum of seven calendar days and be completed within the 14-day start-up period.

3.04 EQUIPMENT ACTIVATION
A. All water chemistry and filtration mechanical equipment shall be operational upon filling of pool after plaster. Chemicals and other related support items as supplied by Contractor, shall be in supply at start-up.

C. Start-up and provide qualified personnel to operate pool equipment for a period not less than fourteen (14) days after the pool is placed in operation, or until the Owner takes occupancy of the facility or letter of substantial completion. During this time, Contractor shall instruct and supervise the Owner's personnel in the various operating and maintenance techniques in- volved. Contractor shall be responsible for supply of chemicals during this not less than fourteen (14) day period and at time of turnover to Owner, chemical storage tanks shall be full. (Owner's personnel shall be fully trained and capable of assuming swimming pool 2023.090 SOUTHSIDE PARK POOL

RENOVATION
JANUARY 2024 SACRA

MENTO, CA

AQUATIC DESIGN GROUP SWIMMING POOL EQUIPMENT
13 11 06 - 4
maintenance tasks, training may begin before Owner takes occupancy).

3.05 CLEAN-UP
A. Upon completion of swimming pool equipment, remove all debris, materials and equipment occasioned by this Work to the approval of the Owner’s Representative.

END OF SECTION
City of Sacramento SOUTHSIDE PARK POOL RENOVATION
SUMMARY 011000 - 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Work by Owner.

4. Work under separate contracts.

5. Future work.

6. Owner-furnished products.

7. Access to site.

8. Coordination with occupants.

9. Work restrictions.

10. Specification and Drawing conventions.

11. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.3 PROJECT INFORMATION
A. Project Identification: Southside Park Pool Renovation.

1. Project Location: 2115 6th Street, Sacramento, CA.

B. Owner: City of Sacramento, 915 I St. Sacramento, CA 95814

1. Owner's Representative: Richard Parks , Project Manager (916) 808 -8427, [email protected]
C. Aquatic Design Consultant: Aquatic Design Group, Dennis Berkshire, (760) 438-8400, [email protected]
City of Sacramento SOUTHSIDE PARK POOL RENOVATION
SUMMARY 011000 - 2

1.4 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents and consists of the following:

Removal of existing fiberglass finishes, tiles and all other surfaces to prepare and install new tiles, pool markings, depth markers, new rope anchors, main drain covers, wall inlet and other fitting covers and prepare all surfaces to receive new white plaster finish. Waterproofing and other items as listed on plans to provide a fully operational aquatic facility.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

1.5 WORK BY OWNER
A. General: Cooperate fully with Owner so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

1.6 ACCESS TO SITE
A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to Work in areas and areas within the Contract limits as indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to the areas shown on the contract documents.

2. Driveways, Walkways , Sidewalks, and Entrances: Keep driveways , loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.

1.7 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work to normal business working hours of 7 a.m. to 5 p.m., Monday through Friday, unless otherwise indicated.

C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner, tenants or the public.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION
SUMMARY 011000 - 3

1. Notify Owner not less than two days in advance of proposed disruptive operations.

2. Obtain Owner's written permission before proceeding with disruptive operations.

D. Restricted Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

1.8 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

SUBSTITUTION PROCEDURES 012500 - 1
SECTION 012500 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for substitutions and Value Engineering.

B. Related Requirements:

1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.4 ACTION SUBMITTALS
A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use facsimile of form provided in Project Manual.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.
b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and City of Sacramento SOUTHSIDE PARK POOL RENOVATION

SUBSTITUTION PROCEDURES 012500 - 2
separate contractors that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested. g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners. h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated. i. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
j. Cost information, including a proposal of change, if any, in the Contract Sum.
k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.
l. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor through Construction Manager of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.5 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

SUBSTITUTION PROCEDURES 012500 - 3

1.6 PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

1.7 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution is consistent with the Contract Documents and will produce indicated results.
b. Substitution request is fully documented and properly submitted. c. Requested substitution will not adversely affect Contractor's construction schedule.
d. Requested substitution has received necessary approvals of authorities having jurisdiction.
e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work.
g. Requested substitution provides specified warranty.
h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience:

1. Architect will consider requests for substitution if received no later than 10 days prior to Bid Date.

2. All Substitutions for Convenience must be pre-approved prior to Bid Date.

3. All requests for pre-approval of Substitutions for Convenience must be in writing.

4. All items, materials or processes that are to be considered for pre- approval must be submitted in the manner described in the individual Specification Sections in which they appear, and must include all required and necessary support information, certificates, and product information needed for evaluation. Responsibility for assembling and providing adequate review material is solely that of the pre- approval application. Adequacy of the material submitted will be determined solely by the Architect, whose decision shall be final.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

SUBSTITUTION PROCEDURES 012500 - 4

5. Inadequate applications will not be reviewed. Neither the Architect nor the Owner has an obligation to notify applicants of inadequate applications prior to the established cut-off dates for review.

6. Neither the Architect nor the Owner has an obligation to review proposed equals prior to Bidding unless pre- approval of a particular material, method or item of equipment is expressly required in the Specifications.

7 Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.
b. Requested substitution does not require extensive revisions to the Contract Documents.
c. Requested substitution is consistent with the Contract Documents and will produce indicated results.
d. Substitution request is fully documented and properly submitted. e. Requested substitution will not adversely affect Contractor's construction schedule.
f. Requested substitution has received necessary approvals of authorities having jurisdiction.
g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the Work.
i. Requested substitution provides specified warranty.
j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

PART 2 - EXECUTION (Not Used)
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

SUBSTITUTION PROCEDURES 012500 - 5

FORM FOR USE WITH SUBSTITUTION REQUESTS / EQUALS

TO:

PROJECT:

SPECIFIED ITEM:

SECTION: PAGE: PARAGRAPH: DESCRIPTION:

The undersigned requests consideration of the following:

PROPOSED SUBSTITUTION:

Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of the requests; applicable portions of the data are clearly identified. Attached data also includes description of changes to Contract Documents that pro- posed substitution will require for its proper installation.

The undersigned states that the following paragraphs, unless modified on attachments, are cor- rect:

1. The proposed substitution does not affect dimensions shown on Drawings.

2. The undersigned will pay for changes to the building design, including engineering, de- sign, detailing and construction costs caused by the requested substitution.

3. The proposed substitution will have no adverse effect on other trades, the construction schedule or specified warranty requirements.

4. Maintenance and service parts will be locally available for the proposed substitution.

The undersigned further states that the function, appearance and quality of the proposed substi- tution are equivalent or superior to the specified item.

Submitted by: Title:

Signature: Date:

Firm: Phone:

Address:

Attachments:

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Accepted: City
Architect Rejected: City Architect
By: Date: (City) By: Date: (Architect)

END FORM FOR USE WITH SUBSTITUTION REQUESTS
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

SUBSTITUTION PROCEDURES 012500 - 6
END OF SECTION 012500
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CONTRACT MODIFICATION PROCEDURES 012600 - 1
SECTION 012600 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

B. Related Requirements:

1. Section 012500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.

1.3 MINOR CHANGES IN THE WORK
A. Owners Representative will issue through supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, by use of a Proposed Change Order request.

1.4 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: Owners Representative will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Owners Representative are not instructions either to stop work in progress or to execute the proposed change.

2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
c. Include costs of labor and supervision directly attributable to the change.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CONTRACT MODIFICATION PROCEDURES 012600 - 2
d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. e. Quotation Form: Use EZ-PCO form provided by Owner. Sample copies are included in this section.
f. Markups, including percentages of mark -up, shall be allowed only as described within the EZ- PCO Change Order Proposal and Change Order Proposal Summary. No mark -up is allowed for intermediate sub- contractors.

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Construction Manager.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

7. Proposal Request Form: Use EZ-PCO form provided by Owner . Sample copy is included in this section.

1.5 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Work Change Proposal Request, Construction Manager will issue a Change Order for signatures of Owner and Contractor on form included in this section.

1.6 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: Owners Representative may issue a Construction Change Directive on form included in Project Manual. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CONTRACT MODIFICATION PROCEDURES 012600 - 3

1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract, included bot mot limited to signed labor tickets, invoices for material and equipment, etc.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CONTRACT MODIFICATION PROCEDURES 012600 - 4

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CONTRACT MODIFICATION PROCEDURES 012600 - 5
Change Order Proposal - EZ-PCO

General Contractor or Sub-Contractor Direct Costs

1. Labor…………………………………………… $ .

2. Materials ………………………………………. $ .

3. Equipment …………………………………….. $ .

4. Sub-Total for Labor, Materials & Equipment $ . $ .

Summary of Sub-Contractor Cost
a. $ .
b. $ .
c. $ .
d. $ .
e. $ .

5. Sub-Total for Sub-Contractors Above $ . $ .

6. Mark-Up on Labor, Materials & Equipment ………………………… $ .

If Line 4 above is greater than zero (“0”), enter 15% x Line 4; or If Line 4 above is less than zero (“0”) enter 10% x Line 4 as a credit.

7. Mark-Up on Sub-Contractor Cost (Prime Contractor Only) $ .

If Sub-Contractor Summary enter zero (“0”).

If Line 5 above is greater than zero (“0”), enter 5% x Line 5; or If Line 5 above is less than zero (“0”) enter zero (“0”).

8. Total Proposal (Line 4 + Line 5 + Line 6 + Line 7) …..………………….. $ .

9. Proposed Time Extension (Prime Contractor Only, Calendar Days) …..

Days
(Requires written schedule analysis and justified impact to critical path schedule or enter zero “0”).

Project Number: Date:

Agreement Number:

Company: PCO #:

Summary for: Contractor  Sub-Contractor 
Attach supporting documentation with detailed cost breakdowns. Attach this form to each sub- contractor pro- posal. Refer to instructions for detail on completing this form.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CONTRACT MODIFICATION PROCEDURES 012600 - 6
Change Order Proposal Summary - EZ-PCO

Prime Contractor shall complete and attach this form as a coversheet for each price proposal for work the prime contractor performed and as separate coversheets for each separate sub-contractor proposal at any tier forming a part of the prime proposal. All forms to be accompanied with the required supporting documentation for the proposed change request, including labor, invoices for material, equipment, etc.

Lines 1, 2 & 3 represent authorized allowable labor, materials and equipment by the firm performing the work and proposing the costs, whether prime or sub-contractor. Include only costs directly and solely attributable to work described in the PCO. Do not include the types of costs listed as “Indirect and Over- head Costs” below.

Line 5 – Represents authorized allowable costs proposed by sub-contractors at the next lower tier.

Line 6 – A credit of 5% for mark-up is applied to net credit costs at the prime contractor tier or sub- contractor tier at which the cost is incurred.

Line 7 – The aggregate of mark-ups made at sub-contractor tiers shall not exceed 15%. No mark-up is allowed for intermediate sub-contractors.

Indirect and Overhead Costs
Do NOT include indirect and overhead costs in lines 1 through 4. The following list is not inclusive and serves only to present examples of the types of costs which are already included in allowable mark -ups.

Salaries and Benefits
Principal Officer, Project Manager, Superintendent, General Foreman, Quality Control Representative, Engineer, Estimator, Negotiator, Office Manager, Clerical, Receptionist, etc.

Facilities
Office rental/depreciation, storage trailer, warehouse, shops, toilets, washrooms, yard, temporary electrical panel and circuits, temporary lighting, temporary plumbing and drainage, transportation, connection, setup, installation, and removal charges, costs of facilities capital, etc.

Utility Expense
Electricity, gas, water, telephone, janitorial, trash removal, dump fees and sanitary pump-out, etc.

Office Equipment & Vehicles
Personnel transport vehicle (car, pick-up), general delivery vehicle, company car, yard equipment and machin- ery, depreciation, fuel, oil, filters, tires, maintenance, repairs, storage bins, dumpsters, computers, fax machines, refrigerator, coffee machine, audio and video recorders, cameras, shoring, etc, Office Furnishings
Desks, tables, chairs, lamps, file cabinets, credenzas, bookcases, carpeting, draperies, dividers, etc.

Small Tools
Shovels, pry bars, hammers, nail gun, screwgun, Hilti, skillsaw, cutoff saw, hacksaw, pliers, snips, torches, hand drills, come-alongs, wrenches, caulk guns, tape measures, levels, chalk lines, conduit benders, fish tape, water hose, etc.

Consumables
Paper, pens, pencils, office supplies, reusable lumber, form materials, tarpaulins, drinking cups, toilet paper, etc.

Safety Equipment
Ear protection, goggles, respirators, safety belts, first aid supplies, fire extinguishers, etc.

Material Delivery, Off-Loading and Handling Expenses
General Office Expenses
Bid preparation, payment and performance bonds, estimating, planning, marketing, public relations, entertain- ment, safety and security, professional, business and contractors licenses and fees, employee recruitment, ter- mination, transportation and relocation. Professional service fees, legal fees, court costs, litigation, arbitration, idle facilities and capacity, losses on contracts, security, transportation costs, contributions and donations, gen- eral coverage, liability insurance, project general insurance, corporate income taxes, stock and bond dividends, debt principal and interest payments, job-site close-up, mobilization and demobilization, etc.

Change Order Administrative Expenses
Takeoff & estimate, proposal preparation & transmittal, negotiations, distribution, general supervision, billing, quality control, schedule update, as-built update, bond and insurance adjustment, etc.

END OF SECTION 012600
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

PAYMENT PROCEDURES 012900 - 1

SECTION 012900 - PAYMENT PROCEDURES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

B. Related Requirements:

1. Section 012600 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.

2. Section 013200 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

1.3 DEFINITIONS
A. Schedule of Values (SOV): A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.4 SCHEDULE OF VALUES
A. Coordination: Coordinate the SOV with Contractor's construction schedule.

1. Coordinate line items in the SOV with items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to the Owners Representative at earliest possible date, but no later than 14 days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules for Separate Elements of Work: Where the Contractor's construction schedule defines separate elements of the Work, provide subschedules showing values coordinated with each element.

B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

PAYMENT PROCEDURES 012900 - 2

1. Identification: Include the following Project identification on the schedule of values:
a. Project name and location.
b. City's Project number.
c. Contractor's name, address and phone number.
d. Date of submittal.

2. Use the City provided Schedule of Values Form.

3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.

4. Provide a separate line item in the SOV for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.
a. Differentiate between items stored on-site and items stored off-site.

5. Overhead Costs: Include total cost and proportionate share of general overhead and profit for each line item.

6. Closeout Costs. Include separate line items under Contractor and principal subcontracts for Project closeout requirements in an amount totaling equal or greater than five percent of the Contract Sum and subcontract amount.

7. Schedule of Values Revisions: Revise the SOV when Change Orders or Construction Change Directives result in a change in the Contract Sum. Include at least one separate line item for each Change Order and Construction Change Directive.

1.5 APPLICATIONS FOR PAYMENT
A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Owners Representative and paid for by Owner.

B. Payment Application Times: The date (20
th of each month) for each progress payment
is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

1. Submit draft copy of Application for Payment ten days prior to due date for review by City Labor Compliance, Inspector, Owners Representative.

C. Application for Payment Forms: Use City provided as form for Applications for Payment.

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D. Application Preparation: Complete every entry on form. Execute by a person authorized to sign legal documents on behalf of Contractor. City will return incomplete applications without action.

1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

3. Include amounts of approved and fully executed Change Orders and Construction Change Directives issued before last day of construction period covered by application.

4. Indicate separate amounts for work being carried out under Owner -requested project acceleration.

E. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site.

1. Provide address of warehouse facility, certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment for stored materials.

2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.

3. Provide summary documentation for stored materials indicating the following:
a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment.
b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment.
c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.

F. Transmittal: Submit one signed original copies of each Application for Payment to Owners Representative by an electronic method ensuring receipt. Include waivers of lien and similar attachments.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

G. Waivers of Liens: With each Application for Payment, submit waivers of lien from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

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4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

5. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.

H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Approved Schedule of Values (SOV).

3. Contractor's construction schedule (preliminary if not final).

4. Products list (preliminary if not final).

5. Sustainable design action plans, including preliminary project materials cost data.

6. Schedule of unit prices.

7. Submittal schedule (preliminary if not final).

8. List of Contractor's staff assignments.

9. List of Contractor's principal consultants.

10. Copies of building permits.

11. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

12. Initial progress report.

13. Report of preconstruction conference. .

I. Application for Payment at Substantial Completion: After City issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

J. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. Evidence that claims have been settled.

5. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.

6. Final liquidated damages settlement statement.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012900
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PROJECT MANAGEMENT AND COORDINATION 013100 - 1
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. Coordination drawings.

3. RFIs.

4. Digital project management procedures.

5. Project meetings.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor. However, General Contractor shall coordinate and be responsible for the entire project.

C. Related Requirements:

1. Section 013200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2. Section 017300 "Execution" for procedures for coordinating general installation and field- engineering services, including establishment of benchmarks and control points.

3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.

1.3 DEFINITIONS
A. RFI: Request for Information. Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, telephone number, and email address of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

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3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 5 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and cellular telephone numbers and e- mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Post copies of list in project meeting room, in temporary field office, in web-based Project software directory, and in prominent location in each built facility. Keep list current at all times.

1.5 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work.

Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

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1.6 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely indicated on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:
a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.
b. Coordinate the addition of trade -specific information to coordination drawings in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review.
c. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.
d. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. e. Show location and size of access doors required for access to concealed dampers, valves, and other controls.
f. Indicate required installation sequences.
g. Indicate dimensions shown on Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternative sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire- protection, fire- alarm, and electrical Work. Show locations of visible ceiling- mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate sub- framing for support of ceiling, and wall systems, mechanical and electrical equipment, and related Work. Locate components within plenums to accommodate layout of light fixtures and other components indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, City of Sacramento SOUTHSIDE PARK POOL RENOVATION

PROJECT MANAGEMENT AND COORDINATION 013100 - 4
bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work: Show the following:
a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems. b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment. c. Fire-rated enclosures around ductwork.

7. Electrical Work: Show the following:
a. Runs of vertical and horizontal conduit 1-1/4 inches in diameter and larger. b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.
c. Panel board, switch board, switchgear, transformer, busway, generator, and motor-control center locations.
d. Location of pull boxes and junction boxes, dimensioned from column center lines.

8. Fire-Protection System: Show the following:
a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.

9. Review: Owner will review coordination drawings to confirm that in general the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Owner determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Owner will so inform Contractor, who shall make suitable modifications and resubmit.

C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Submittal Format: Submit or post coordination drawing files using PDF format.

3. Owner will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files.
a. owner makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings.
b. Digital Data Software Program: Drawings are available in AutoCAD, Microsoft Windows version.
c. Contractor shall execute a data licensing agreement in the form of the Agreement included in this Project Manual.

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1.7 REQUEST FOR INFORMATION (RFI)
A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Owner will return without response those RFIs submitted to Owner by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Architect and Owner

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

12. Contractor's signature.

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Forms: Form bound in Project Manual or Software-generated form with substantially the same content as indicated above, acceptable to Owner.

1. Attachments shall be electronic files in PDF format.

D. Owner's Action: Owner will review each RFI, determine action required, and respond.

Allow five working days for Owner's response for each RFI. RFIs received by Owner after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum.

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f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs.

2. Owner's action may include a request for additional information, in which case Owner's time for response will date from time of receipt by Owner of additional information.

3. Owner's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Owner in writing within 5 days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Software log with not less than the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect.

4. RFI number including RFIs that were returned without action or withdrawn.

5. RFI description.

6. Date the RFI was submitted.

7. Date Owner's response was received.

8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.

F. On receipt of Owner's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Owner within five days if Contractor disagrees with response.

1.8 DIGITAL PROJECT MANAGEMENT PROCEDURES
A. Use of Architect's Digital Data Files: Digital data files of Architect's CAD drawings will be provided by Architect for Contractor's use during construction.

1. Digital data files may be used by Contractor in preparing coordination drawings, Shop Drawings, and Project record Drawings.

2. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Contract Drawings.

3. Digital Drawing Software Program: Contract Drawings are available in AutoCAD, Microsoft Windows version.

4. Contractor shall execute a data licensing agreement in the form of Agreement included in Project Manual.
a. Subcontractors, and other parties granted access by Contractor to Architect's digital data files shall execute a data licensing agreement in the form of Agreement included in this Project Manual.

5. The following digital data files will be furnished for each appropriate discipline:

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a. Site plans.
b. Floor plans.
c. Reflected ceiling plans.

B. Web-Based Project Software: Provide, administer, and use web-based Project software site for purposes of hosting and managing Project communication and documentation until Final Completion.

1. Web-based Project software site includes, at a minimum, the following features:
a. Compilation of Project data, including Contractor, subcontractors, Architect, architect's consultants, Owner, and other entities involved in Project.

Include names of individuals and contact information.
b. Access control for each entity for each workflow process, to determine entity's digital rights to create, modify, view, and print documents. c. Document workflow planning, allowing customization of workflow between project entities.
d. Creation, logging, tracking, and notification for Project communications required in other Specification Sections, including, but not limited to, RFIs, submittals, Minor Changes in the Work, Construction Change Directives, and Change Orders.
e. Track status of each Project communication in real time, and log time and date when responses are provided.
f. Procedures for handling PDFs or similar file formats, allowing markups by each entity. Provide security features to lock markups against changes once submitted.
g. Processing and tracking of payment applications.
h. Processing and tracking of contract modifications.
i. Creating and distributing meeting minutes.
j. Document management for Drawings, Specifications, and coordination drawings, including revision control.
k. Management of construction progress photographs.

Mobile device compatibility, including smartphones and tablets.

2. Provide up to seven web-based Project software user licenses for use of Owner , Architect, and Architect's consultants. Upon request, p rovide four hours of software training at Owner's office for web-based Project software users.

3. At completion of Project, provide digital archive in format that is readable by common desktop software applications in format acceptable to Architect. Provide data in locked format to prevent further changes.

4. Provide one of the following web- based Project software packages under their current published licensing agreements:
a. Autodesk
b. Corecon Technologies, Inc.
c. Meridian Systems; Prolog.
d. Newforma, Inc.
e. Procore Technologies, Inc.
f. Viewpoint, Inc.; Viewpoint for Project Collaboration.

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C. PDF Document Preparation: Where PDFs are required to be submitted to Architect, prepare as follows:

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.

3. Certifications: Where digitally submitted certificates and certifications are required, provide a digital signature with digital certificate on where indicated.

1.9 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times a minimum of 10 working days prior to meeting.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting.

B. Preconstruction Conference: Owner will schedule and conduct] a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15days after execution of the Agreement.

1. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:
a. Responsibilities and personnel assignments.
b. Tentative construction schedule.
c. Phasing.
d. Critical work sequencing and long lead items.
e. Designation of key personnel and their duties.
f. Lines of communications.
g. Use of web-based Project software.
h. Procedures for processing field decisions and Change Orders. i. Procedures for RFIs.
j. Procedures for testing and inspecting.
k. Procedures for processing Applications for Payment.

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l. Distribution of the Contract Documents.
m. Submittal procedures.
n. Sustainable design requirements.
o. Preparation of Record Documents.
p. Use of the premises.
q. Work restrictions.
r. Working hours.
s. Owner's occupancy requirements.
t. Responsibility for temporary facilities and controls. u. Procedures for moisture and mold control.
v. Procedures for disruptions and shutdowns.
w. Construction waste management and recycling.
x. Parking availability.
y. Office, work, and storage areas.
z. Equipment deliveries and priorities.
aa. First aid.
bb. Security.
cc. Progress cleaning.

3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.

C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity when required by other sections and when required for coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Owner of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Sustainable design requirements.
i. Review of mockups.
j. Possible conflicts.
k. Compatibility requirements.
l. Time schedules.
m. Weather limitations.
n. Manufacturer's written instructions.
o. Warranty requirements.
p. Compatibility of materials.
q. Acceptability of substrates.
r. Temporary facilities and controls.

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s. Space and access limitations.
t. Regulations of authorities having jurisdiction.
u. Testing and inspecting requirements.
v. Installation procedures.
w. Coordination with other work.
x. Required performance results.
y. Protection of adjacent work.
z. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.

5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

D. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to Owner and Architect, but no later than 30 days prior to the scheduled date of Substantial Completion.

1. Conduct the conference to review requirements and responsibilities related to Project closeout.

2. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the meeting. Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:
a. Preparation of Record Documents.
b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.
c. Procedures for completing and archiving web -based Project software site data files.
d. Submittal of written warranties.
e. Requirements for completing sustainable design documentation. f. Requirements for preparing operations and maintenance data. g. Requirements for delivery of material samples, attic stock, and spare parts. h. Requirements for demonstration and training.
i. Preparation of Contractor's punch list.
j. Procedures for processing Applications for Payment at Substantial Completion and for final payment.
k. Submittal procedures.
l. Coordination of separate contracts.
m. Owner's partial occupancy requirements.
n. Installation of Owner's furniture, fixtures, and equipment. o. Responsibility for removing temporary facilities and controls.

4. Minutes: Entity conducting meeting will record and distribute meeting minutes.

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E. Progress Meetings: Conduct progress meetings at regular intervals.

1. Coordinate dates of meetings with preparation of payment requests.

2. Attendees: In addition to representatives of Owner , and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Review and correct or approve minutes of previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.
a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule.

Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.
1) Review schedule for next period.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Status of submittals.
4) Status of sustainable design documentation.
5) Deliveries.
6) Off-site fabrication.
7) Access.
8) Site use.
9) Temporary facilities and controls.
10) Progress cleaning.
11) Quality and work standards.
12) Status of correction of deficient items.
13) Field observations.
14) Status of RFIs.
15) Status of Proposal Requests.
16) Pending changes.
17) Status of Change Orders.
18) Pending claims and disputes.
19) Documentation of information for payment requests.

4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

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PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)

END OF SECTION 013100
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1
SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Contractor's Construction Schedule.

2. Construction schedule updating reports.

3. Daily construction reports.

4. Site condition reports.

5. Unusual event reports.

1.3 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: The allocation of the schedule of values for completing an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum.

C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships.

Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

E. Event: The starting or ending point of an activity.

F. Float: The measure of leeway in starting and completing an activity.

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1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

G. Resource Loading: The allocation of manpower and equipment necessary for completing an activity as scheduled.

1.4 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in the following format:

1. Working electronic copy of schedule file, where indicated.

2. PDF file, emailed to Owner and Architect.

B. Startup construction schedule.

C. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

1. Submit a working digital copy of schedule, using software indicated, and labeled to comply with requirements for submittals.

D. Construction Schedule Updating Reports: Submit with Applications for Payment.

E. Site Condition Reports: Submit at time of discovery of differing conditions.

F. Unusual Event Reports: Submit at time of unusual event.

1.5 QUALITY ASSURANCE
A. Scheduling Consultant Qualifications: Experienced specialist in CPM scheduling and reporting, with capability of producing CPM reports and diagrams within 24 hours of Owner's request.

1.6 COORDINATION
A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from entities involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3

1.7 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.

1. Use Scheduling component of Project software specified in Section 013100 "Project Management and Coordination"
B. Time Frame: Extend schedule from date established for commencement of the Work to date of Substantial Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

C. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Owner.

2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Include review and resubmittal times indicated in Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.

4. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's and Owner’s administrative procedures necessary for certification of Substantial Completion.

5. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and final completion.

D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.

2. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Limitations of continued occupancies.
c. Uninterruptible services.
d. Partial occupancy before Substantial Completion.
e. Use-of-premises restrictions.

3. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:
a. Submittals.
b. Purchases.
c. Fabrication.
d. Sample testing.

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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 4
e. Deliveries.
f. Installation.
g. Tests and inspections.
h. Adjusting.
i. Curing.
j. Startup and placement into final use and operation.
k. Commissioning.

4. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:
a. Structural completion.
b. Temporary enclosure and space conditioning.
c. Permanent space enclosure.
d. Completion of mechanical installation.
e. Completion of electrical installation.
f. Substantial Completion.

E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and final completion:

F. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:

1. Unresolved issues.

2. Unanswered Requests for Information.

3. Rejected or unreturned submittals.

4. Notations on returned submittals.

5. Pending modifications affecting the Work and the Contract Time.

G. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule three days before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate final completion percentage for each activity.

H. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule.

Indicate changes to working hours, working days, crew sizes, equipment required to achieve compliance, and date by which recovery will be accomplished.

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I. Distribution: Distribute copies of approved schedule to Architect , Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

1.8 GANTT-CHART SCHEDULE REQUIREMENTS
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt - chart-type, Contractor's Construction Schedule within 30 days of date established for commencement of the Work.

1. Base schedule on the startup construction schedule and additional information received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1.9 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. Approximate count of personnel at Project site.

3. Equipment at Project site.

4. Material deliveries.

5. High and low temperatures and general weather conditions, including presence of rain or snow.

6. Testing and inspection.

7. Accidents.

8. Meetings and significant decisions.

9. Unusual events.

10. Stoppages, delays, shortages, and losses.

11. Orders and requests of authorities having jurisdiction.

12. Change Orders received and implemented.

13. Construction Change Directives received and implemented.

14. Equipment or system tests and startups.

15. Partial completions and occupancies.

16. Substantial Completions authorized.

B. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 6
C. Unusual Event Reports: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, responses by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable.

1. Submit unusual event reports directly to Owner within one day(s) of an occurrence. Distribute copies of report to parties affected by the occurrence.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013200
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

SUBMITTAL PROCEDURES 013300 - 1
SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

B. Related Requirements:

1. Section 012900 "Payment Procedures" for submitting Applications for Payment and the schedule of values.

2. Section 013100 "Project Management and Coordination" for submitting coordination drawings and subcontract list and for requirements for web- based Project software.

3. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule.

4. Section 014000 "Quality Requirements" for submitting test and inspection reports, and schedule of tests and inspections.

5. Section 017700 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals.

6. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.

1.3 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Owner's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Owner’s responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."
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1.4 SUBMITTAL SCHEDULE
A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates.

Include additional time required for making corrections or revisions to submittals noted by Owner and additional time for handling and reviewing submittals required by those corrections.

1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule.

2. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule.
a. Submit revised submittal schedule to reflect changes in current status and timing for submittals.

4. Format: Arrange the following information in a tabular format:
a. Scheduled date for first submittal.
b. Specification Section number and title.
c. Submittal Category: Action; informational.
d. Name of subcontractor.
e. Description of the Work covered.
f. Scheduled date for Owner's final release or approval. g. Scheduled dates for purchasing.
h. Scheduled date of fabrication.
i. Scheduled dates for installation.
j. Activity or event number.

1.5 SUBMITTAL FORMATS
A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Architect.

4. Name of Owners representative.

5. Name of Contractor.

6. Name of firm or entity that prepared submittal.

7. Names of subcontractor, manufacturer, and supplier.

8. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals.

9. Category and type of submittal.

10. Submittal purpose and description.

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SUBMITTAL PROCEDURES 013300 - 3

11. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.

12. Drawing number and detail references, as appropriate.

13. Location(s) where product is to be installed, as appropriate

14. Other necessary identification.

15. Remarks.

16. Signature of transmitter.

B. Options: Identify options requiring selection by Owner.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Owner on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

D. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

1.6 SUBMITTAL PROCEDURES
A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package and transmit to owners representative by sending via email. Include PDF transmittal form. Include submittal number and name in email subject line as requested by Architect. a. Owner will return annotated file. Annotate and retain one copy of file as a digital Project Record Document file.

2. Web-Based Project Software (When used): Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently .

Partial submittals are prohibited. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

3. Coordinate transmittal of submittals for related parts of the Work specified in different Sections so processing will not be delayed because of need to review submittals concurrently for coordination.
a. Owner reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

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SUBMITTAL PROCEDURES 013300 - 4
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Owner’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Owner will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 21 days for initial review of each submittal.

D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked with approval notation from Owner's action stamp.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Owner's action stamp.

1.7 SUBMITTAL REQUIREMENTS
A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency.

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SUBMITTAL PROCEDURES 013300 - 5
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams that show factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop Drawings.

5. Submit Product Data before Shop Drawings, and before or concurrent with Samples.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Submittal based on Architect's digital data drawing files is permitted.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified.

C. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location.

Include the following information in tabular form:

1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated.

2. Manufacturer and product name, and model number if applicable.

D. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.

E. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections.

Include list of assumptions and summary of loads. Include load diagrams if applicable.

Provide name and version of software, if any, used for calculations. Number each page of submittal.

F. Certificates:

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SUBMITTAL PROCEDURES 013300 - 6

1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.

2. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

4. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

5. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.

1.8 CONTRACTOR'S REVIEW
A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Owner.

B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp or indication in web-based Project software. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

1. Owner will not review submittals received from Contractor that do not have Contractor's review and approval.

1.9 OWNER’S REVIEW
A. Action Submittals: Owner will review each submittal, indicate corrections or revisions required, and return it.

1. PDF Submittals: Owner will indicate, via markup on each submittal:
a. No Exceptions Taken
b. Make Corrections Noted
c. Revise and Resubmit
d. Rejected
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SUBMITTAL PROCEDURES 013300 - 7
B. Informational Submittals: Owner will review each submittal and will not return it, or will return it if it does not comply with requirements. Owner will forward each submittal to appropriate party.

C. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

D. Owner will return without review submittals received from sources other than Contractor.

E. Submittals not required by the Contract Documents will be returned by Owner without action.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013300
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

QUALITY REQUIREMENTS 014000 - 1
SECTION 014000 - QUALITY REQUIREMENTS
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspection services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality -assurance and quality -control requirements for individual work results are specified in their respective Specification Sections. Requirements in individual Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and quality -control procedures that facilitate compliance with the Contract Document requirements.

3. Requirements for Contractor to provide quality -assurance and quality -control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section.

4. Specific test and inspection requirements are not specified in this Section.

1.3 DEFINITIONS
A. Experienced: When used with an entity or individual, "experienced" unless otherwise further described means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.

B. Field Quality -Control Tests: Tests and inspections that are performed on- site for installation of the Work and for completed Work.

C. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub- subcontractor, to perform a particular construction operation, including installation, erection, application, assembly, and similar operations.

1. Use of trade-specific terminology in referring to a trade or entity does not require that certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s).

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QUALITY REQUIREMENTS 014000 - 2
D. Source Quality-Control Tests: Tests and inspections that are performed at the source; for example, plant, mill, factory, or shop.

E. Testing Agency: An entity engaged to perform specific tests, inspections, or both.

Testing laboratory shall mean the same as testing agency.

F. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

G. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Contractor's quality - control services do not include contract administration activities performed by Architect or Owners Representative.

1.4 CONFLICTING REQUIREMENTS
A. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements are specified and the standards or requirements establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for direction before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.

1.5 ACTION SUBMITTALS
A. Delegated-Design Services Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit a statement signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.

1.6 INFORMATIONAL SUBMITTALS
A. Contractor's Quality -Control Plan: For quality -assurance and quality -control activities and responsibilities.

B. Qualification Data: For Contractor's quality-control personnel.

C. Reports: Prepare and submit certified written reports and documents as specified.

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QUALITY REQUIREMENTS 014000 - 3
D. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work.

1.7 CONTRACTOR'S QUALITY-CONTROL PLAN
A. Quality-Control Plan, General: Submit quality -control plan within 10 days of Notice to Proceed, and not less than five days prior to preconstruction conference. Submit in format acceptable to Architect. Identify personnel, procedures, controls, instructions, tests, records, and forms to be used to carry out Contractor's quality -assurance and quality-control responsibilities. Coordinate with Contractor's Construction Schedule.

B. Quality-Control Personnel Qualifications: Engage qualified personnel trained and experienced in managing and executing quality -assurance and quality -control procedures similar in nature and extent to those required for Project.

1. Project quality-control manager may also serve as Project superintendent C. Submittal Procedure: Describe procedures for ensuring compliance with requirements through review and management of submittal process. Indicate qualifications of personnel responsible for submittal review.

1.8 QUALITY ASSURANCE
A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.

B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. As applicable, procure products from manufacturers able to meet qualification requirements, warranty requirements, and technical or factory -authorized service representative requirements.

C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units.

D. Installer Qualifications: A firm or individual experienced in installing, erecting, applying, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

E. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

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QUALITY REQUIREMENTS 014000 - 4
F. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

1.9 QUALITY CONTROL
A. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility.

Perform additional quality -control activities, whether specified or not, to verify and document that the Work complies with requirements.

1. Unless otherwise indicated, provide quality -control services specified and those required by authorities having jurisdiction.

1.10 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: Owner will engage a qualified testing agency / special inspector to conduct special tests and inspections required by authorities having jurisdiction.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION

3.1 TEST AND INSPECTION LOG
A. Test and Inspection Log: Prepare a record of tests and inspections. Include the following:

1. Date test or inspection was conducted.

2. Description of the Work tested or inspected.

3. Date test or inspection results were transmitted to Architect.

4. Identification of testing agency or special inspector conducting test or inspection.

B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and inspection log for Architect's and Owners Representative reference during normal working hours.

1. Submit log at Project closeout as part of Project Record Documents.

3.2 REPAIR AND PROTECTION
A. General: On completion of testing, inspection, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

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QUALITY REQUIREMENTS 014000 - 5

1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 017300 "Execution." B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

END OF SECTION 014000
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

REFERENCES 014200 - 1
SECTION 014200 – REFERENCES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 DEFINITIONS
A. General: Basic Contract definitions are included in the Conditions of the Contract.

B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract.

C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed."
D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work.

F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations.

G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure, protect, clean, and similar operations at Project site.

H. "Provide": Furnish and install, complete and ready for the intended use.

I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built.

1.3 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and City of Sacramento SOUTHSIDE PARK POOL RENOVATION

REFERENCES 014200 - 2
effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated.

C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source.

1.4 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. AABC - Associated Air Balance Council; www.aabc.com.

2. AAMA - American Architectural Manufacturers Association; www.aamanet.org.

3. AAPFCO - Association of American Plant Food Control Officials; www.aapfco.org.

4. AASHTO - American Association of State Highway and Transportation Officials; www.transportation.org.

5. AATCC - American Association of Textile Chemists and Colorists; www.aatcc.org.

6. ABMA - American Bearing Manufacturers Association;
www.americanbearings.org.

7. ABMA - American Boiler Manufacturers Association; www.abma.com.

8. ACI - American Concrete Institute; (Formerly: ACI International); www.concrete.org

9. ACPA - American Concrete Pipe Association; www.concrete-pipe.org.

10. AEIC - Association of Edison Illuminating Companies, Inc. (The); www.aeic.org.

11. AF&PA - American Forest & Paper Association; www.afandpa.org.

12. AGA - American Gas Association; www.aga.org.

13. AHAM - Association of Home Appliance Manufacturers; www.aham.org.

14. AHRI - Air-Conditioning, Heating, and Refrigeration Institute (The); www.ahrinet.org.

15. AI - Asphalt Institute; www.asphaltinstitute.org.

16. AIA - American Institute of Architects (The); www.aia.org.

17. AISC - American Institute of Steel Construction; www.aisc.org.

18. AISI - American Iron and Steel Institute; www.steel.org.

19. AITC - American Institute of Timber Construction; www.aitc-glulam.org.

20. AMCA - Air Movement and Control Association International, Inc.; www.amca.org.

21. ANSI - American National Standards Institute; www.ansi.org.

22. AOSA - Association of Official Seed Analysts, Inc.; www.aosaseed.com.

23. APA - APA - The Engineered Wood Association; www.apawood.org.

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24. APA - Architectural Precast Association; www.archprecast.org.

25. API - American Petroleum Institute; www.api.org.

26. ARI - Air-Conditioning & Refrigeration Institute; (See AHRI).

27. ARI - American Refrigeration Institute; (See AHRI).

28. ARMA - Asphalt Roofing Manufacturers Association; www.asphaltroofing.org.

29. ASCE - American Society of Civil Engineers; www.asce.org.

30. ASCE/SEI - American Society of Civil Engineers/Structural Engineering Institute; (See ASCE).

31. ASHRAE - American Society of Heating, Refrigerating and Air- Conditioning Engineers; www.ashrae.org.

32. ASME - ASME International; (American Society of Mechanical Engineers); www.asme.org.

33. ASSE - American Society of Safety Engineers (The); www.asse.org.

34. ASSE - American Society of Sanitary Engineering; www.asse-plumbing.org.

35. ASTM - ASTM International; www.astm.org.

36. ATIS - Alliance for Telecommunications Industry Solutions; www.atis.org.

37. AWEA - American Wind Energy Association; www.awea.org.

38. AWI - Architectural Woodwork Institute; www.awinet.org.

39. AWMAC - Architectural Woodwork Manufacturers Association of Canada; www.awmac.com.

40. AWPA - American Wood Protection Association; www.awpa.com.

41. AWS - American Welding Society; www.aws.org.

42. AWWA - American Water Works Association; www.awwa.org.

43. BHMA - Builders Hardware Manufacturers Association; www.buildershardware.com.

44. BIA - Brick Industry Association (The); www.gobrick.com.

45. BICSI - BICSI, Inc.; www.bicsi.org.

46. BIFMA - BIFMA International; (Business and Institutional Furniture Manufacturer's Association); www.bifma.org.

47. BISSC - Baking Industry Sanitation Standards Committee; www.bissc.org.

48. BWF - Badminton World Federation; (Formerly: International Badminton Federation); www.bissc.org.

49. CDA - Copper Development Association; www.copper.org.

50. CE - Conformite Europeenne; http://ec.europa.eu/growth/single-market/ce- marking/

51. CEA - Canadian Electricity Association; www.electricity.ca.

52. CEA - Consumer Electronics Association; www.ce.org.

53. CFFA - Chemical Fabrics and Film Association, Inc.; www.chemicalfabricsandfilm.com.

54. CFSEI - Cold-Formed Steel Engineers Institute; www.cfsei.org.

55. CGA - Compressed Gas Association; www.cganet.com.

56. CIMA - Cellulose Insulation Manufacturers Association; www.cellulose.org.

57. CISCA - Ceilings & Interior Systems Construction Association; www.cisca.org.

58. CISPI - Cast Iron Soil Pipe Institute; www.cispi.org.

59. CLFMI - Chain Link Fence Manufacturers Institute; www.chainlinkinfo.org.

60. CPA - Composite Panel Association; www.pbmdf.com.

61. CRI - Carpet and Rug Institute (The); www.carpet-rug.org.

62. CRRC - Cool Roof Rating Council; www.coolroofs.org.

63. CRSI - Concrete Reinforcing Steel Institute; www.crsi.org.

64. CSA - CSA Group; www.csa.ca.

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65. CSA - CSA International; (Formerly: IAS - International Approval Services); www.csa-international.org.

66. CSI - Construction Specifications Institute (The); www.csinet.org.

67. CSSB - Cedar Shake & Shingle Bureau; www.cedarbureau.org.

68. CTI - Cooling Technology Institute; (Formerly: Cooling Tower Institute); www.cti.org.

69. CWC - Composite Wood Council; (See CPA).

70. DASMA - Door and Access Systems Manufacturers Association; www.dasma.com.

71. DHI - Door and Hardware Institute; www.dhi.org.

72. ECA - Electronic Components Association; (See ECIA).

73. ECAMA - Electronic Components Assemblies & Materials Association; (See ECIA).

74. ECIA - Electronic Components Industry Association; www.eciaonline.org.

75. EIA - Electronic Industries Alliance; (See TIA).

76. EIMA - EIFS Industry Members Association; www.eima.com.

77. EJMA - Expansion Joint Manufacturers Association, Inc.; www.ejma.org.

78. ESD - ESD Association; (Electrostatic Discharge Association); www.esda.org .

79. ESTA - Entertainment Services and Technology Association; (See PLASA).

80. ETL - Intertek (See Intertek); www.intertek.com.

81. EVO - Efficiency Valuation Organization; www.evo-world.org.

82. FCI - Fluid Controls Institute; www.fluidcontrolsinstitute.org.

83. FIBA - Federation Internationale de Basketball; (The International Basketball Federation); www.fiba.com.

84. FIVB - Federation Internationale de Volleyball; (The International Volleyball Federation); www.fivb.org.

85. FM Approvals - FM Approvals LLC; www.fmglobal.com.

86. FM Global - FM Global; (Formerly: FMG - FM Global); www.fmglobal.com.

87. FRSA - Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.; www.floridaroof.com.

88. FSA - Fluid Sealing Association; www.fluidsealing.com.

89. FSC - Forest Stewardship Council U.S.; www.fscus.org.

90. GA - Gypsum Association; www.gypsum.org.

91. GANA - Glass Association of North America; www.glasswebsite.com.

92. GS - Green Seal; www.greenseal.org.

93. HI - Hydraulic Institute; www.pumps.org.

94. HI/GAMA - Hydronics Institute/Gas Appliance Manufacturers Association; (See AHRI).

95. HMMA - Hollow Metal Manufacturers Association; (See NAAMM).

96. HPVA - Hardwood Plywood & Veneer Association; www.hpva.org.

97. HPW - H. P. White Laboratory, Inc.; www.hpwhite.com.

98. IAPSC - International Association of Professional Security Consultants; www.iapsc.org.

99. IAS - International Accreditation Service; www.iasonline.org. 100. IAS - International Approval Services; (See CSA).
101. ICBO - International Conference of Building Officials; (See ICC). 102. ICC - International Code Council; www.iccsafe.org. 103. ICEA - Insulated Cable Engineers Association, Inc.; www.icea.net. 104. ICPA - International Cast Polymer Alliance; www.icpa-hq.org. 105. ICRI - International Concrete Repair Institute, Inc.; www.icri.org. 106. IEC - International Electrotechnical Commission; www.iec.ch.

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107. IEEE - Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.org. 108. IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering Society of North America); www.ies.org.
109. IESNA - Illuminating Engineering Society of North America; (See IES). 110. IEST - Institute of Environmental Sciences and Technology; www.iest.org. 111. IGMA - Insulating Glass Manufacturers Alliance; www.igmaonline.org. 112. IGSHPA - International Ground Source Heat Pump Association; www.igshpa.okstate.edu.
113. ILI - Indiana Limestone Institute of America, Inc.; www.iliai.com. 114. Intertek - Intertek Group; (Formerly: ETL SEMCO; Intertek Testing Service NA); www.intertek.com.
115. ISA - International Society of Automation (The); (Formerly: Instrumentation, Systems, and Automation Society); www.isa.org.
116. ISAS - Instrumentation, Systems, and Automation Society (The); (See ISA). 117. ISFA - International Surface Fabricators Association; (Formerly: International Solid Surface Fabricators Association); www.isfanow.org. 118. ISO - International Organization for Standardization; www.iso.org. 119. ISSFA - International Solid Surface Fabricators Association; (See ISFA). 120. ITU - International Telecommunication Union; www.itu.int/home. 121. KCMA - Kitchen Cabinet Manufacturers Association; www.kcma.org. 122. LMA - Laminating Materials Association; (See CPA). 123. LPI - Lightning Protection Institute; www.lightning.org. 124. MBMA - Metal Building Manufacturers Association; www.mbma.com. 125. MCA - Metal Construction Association; www.metalconstruction.org. 126. MFMA - Maple Flooring Manufacturers Association, Inc.; www.maplefloor.org. 127. MFMA - Metal Framing Manufacturers Association, Inc.; www.metalframingmfg.org.
128. MHIA - Material Handling Industry of America; www.mhia.org. 129. MIA - Marble Institute of America; www.marble-institute.com. 130. MMPA - Moulding & Millwork Producers Association; www.wmmpa.com. 131. MPI - Master Painters Institute; www.paintinfo.com. 132. MSS - Manufacturers Standardization Society of The Valve and Fittings Industry Inc.; www.mss-hq.org.
133. NAAMM - National Association of Architectural Metal Manufacturers; www.naamm.org.
134. NACE - NACE International; (National Association of Corrosion Engineers International); www.nace.org.
135. NADCA - National Air Duct Cleaners Association; www.nadca.com. 136. NAIMA - North American Insulation Manufacturers Association; www.naima.org. 137. NBGQA - National Building Granite Quarries Association, Inc.; www.nbgqa.com. 138. NBI - New Buildings Institute; www.newbuildings.org. 139. NCAA - National Collegiate Athletic Association (The); www.ncaa.org. 140. NCMA - National Concrete Masonry Association; www.ncma.org. 141. NEBB - National Environmental Balancing Bureau; www.nebb.org. 142. NECA - National Electrical Contractors Association; www.necanet.org. 143. NeLMA - Northeastern Lumber Manufacturers Association; www.nelma.org. 144. NEMA - National Electrical Manufacturers Association; www.nema.org. 145. NETA - InterNational Electrical Testing Association; www.netaworld.org. 146. NFHS - National Federation of State High School Associations; www.nfhs.org. 147. NFPA - National Fire Protection Association; www.nfpa.org. 148. NFPA - NFPA International; (See NFPA).

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149. NFRC - National Fenestration Rating Council; www.nfrc.org. 150. NHLA - National Hardwood Lumber Association; www.nhla.com. 151. NLGA - National Lumber Grades Authority; www.nlga.org. 152. NOFMA - National Oak Flooring Manufacturers Association; (See NWFA). 153. NOMMA - National Ornamental & Miscellaneous Metals Association; www.nomma.org.
154. NRCA - National Roofing Contractors Association; www.nrca.net. 155. NRMCA - National Ready Mixed Concrete Association; www.nrmca.org. 156. NSF - NSF International; www.nsf.org.
157. NSPE - National Society of Professional Engineers; www.nspe.org. 158. NSSGA - National Stone, Sand & Gravel Association; www.nssga.org. 159. NTMA - National Terrazzo & Mosaic Association, Inc. (The); www.ntma.com. 160. NWFA - National Wood Flooring Association; www.nwfa.org. 161. PCI - Precast/Prestressed Concrete Institute; www.pci.org. 162. PDI - Plumbing & Drainage Institute; www.pdionline.org. 163. PLASA - PLASA; (Formerly: ESTA - Entertainment Services and Technology Association); http://www.plasa.org.
164. RCSC - Research Council on Structural Connections; www.boltcouncil.org. 165. RFCI - Resilient Floor Covering Institute; www.rfci.com. 166. RIS - Redwood Inspection Service; www.redwoodinspection.com. 167. SAE - SAE International; www.sae.org.
168. SCTE - Society of Cable Telecommunications Engineers; www.scte.org. 169. SDI - Steel Deck Institute; www.sdi.org.
170. SDI - Steel Door Institute; www.steeldoor.org.
171. SEFA - Scientific Equipment and Furniture Association (The); www.sefalabs.com.
172. SEI/ASCE - Structural Engineering Institute/American Society of Civil Engineers; (See ASCE).
173. SIA - Security Industry Association; www.siaonline.org. 174. SJI - Steel Joist Institute; www.steeljoist.org.
175. SMA - Screen Manufacturers Association; www.smainfo.org. 176. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association; www.smacna.org.
177. SMPTE - Society of Motion Picture and Television Engineers; www.smpte.org. 178. SPFA - Spray Polyurethane Foam Alliance; www.sprayfoam.org. 179. SPIB - Southern Pine Inspection Bureau; www.spib.org. 180. SPRI - Single Ply Roofing Industry; www.spri.org.
181. SRCC - Solar Rating & Certification Corporation; www.solar-rating.org. 182. SSINA - Specialty Steel Industry of North America; www.ssina.com. 183. SSPC - SSPC: The Society for Protective Coatings; www.sspc.org. 184. STI - Steel Tank Institute; www.steeltank.com.
185. SWI - Steel Window Institute; www.steelwindows.com. 186. SWPA - Submersible Wastewater Pump Association; www.swpa.org. 187. TCA - Tilt-Up Concrete Association; www.tilt-up.org. 188. TCNA - Tile Council of North America, Inc.; www.tileusa.com. 189. TEMA - Tubular Exchanger Manufacturers Association, Inc.; www.tema.org. 190. TIA - Telecommunications Industry Association (The); (Formerly: TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance); www.tiaonline.org.
191. TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance; (See TIA).

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192. TMS - The Masonry Society; www.masonrysociety.org. 193. TPI - Truss Plate Institute; www.tpinst.org.
194. TPI - Turfgrass Producers International; www.turfgrasssod.org. 195. TRI - Tile Roofing Institute; www.tileroofing.org. 196. UL - Underwriters Laboratories Inc.; http://www.ul.com. 197. UNI - Uni-Bell PVC Pipe Association; www.uni-bell.org. 198. USAV - USA Volleyball; www.usavolleyball.org.
199. USGBC - U.S. Green Building Council; www.usgbc.org. 200. USITT - United States Institute for Theatre Technology, Inc.; www.usitt.org. 201. WA - Wallcoverings Association; www.wallcoverings.org 202. WASTEC - Waste Equipment Technology Association; www.wastec.org. 203. WCLIB - West Coast Lumber Inspection Bureau; www.wclib.org. 204. WCMA - Window Covering Manufacturers Association; www.wcmanet.org. 205. WDMA - Window & Door Manufacturers Association; www.wdma.com. 206. WI - Woodwork Institute; www.wicnet.org.
207. WSRCA - Western States Roofing Contractors Association; www.wsrca.com. 208. WWPA - Western Wood Products Association; www.wwpa.org.

B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is believed to be accurate as of the date of the Contract Documents.

1. IAPMO - International Association of Plumbing and Mechanical Officials; www.iapmo.org.

2. ICC - International Code Council; www.iccsafe.org.

3. ICC-ES - ICC Evaluation Service, LLC; www.icc-es.org.

C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Information is subject to change and is up to date as of the date of the Contract Documents.

1. COE - Army Corps of Engineers; www.usace.army.mil.

2. CPSC - Consumer Product Safety Commission; www.cpsc.gov.

3. DOC - Department of Commerce; National Institute of Standards and Technology; www.nist.gov.

4. DOD - Department of Defense; www.quicksearch.dla.mil.

5. DOE - Department of Energy; www.energy.gov.

6. EPA - Environmental Protection Agency; www.epa.gov.

7. FAA - Federal Aviation Administration; www.faa.gov.

8. FG - Federal Government Publications; www.gpo.gov/fdsys.

9. GSA - General Services Administration; www.gsa.gov.

10. HUD - Department of Housing and Urban Development; www.hud.gov.

11. LBL - Lawrence Berkeley National Laboratory; Environmental Energy Technologies Division; www.eetd.lbl.gov.

12. OSHA - Occupational Safety & Health Administration; www.osha.gov.

13. SD - Department of State; www.state.gov.

14. TRB - Transportation Research Board; National Cooperative Highway Research Program; The National Academies; www.trb.org.

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15. USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity Laboratory; www.ars.usda.gov.

16. USDA - Department of Agriculture; Rural Utilities Service; www.usda.gov.

17. USDOJ - Department of Justice; Office of Justice Programs; National Institute of Justice; www.ojp.usdoj.gov.

18. USP - U.S. Pharmacopeial Convention; www.usp.org.

19. USPS - United States Postal Service; www.usps.com.

D. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. CFR - Code of Federal Regulations; Available from Government Printing Office; www.gpo.gov/fdsys.

2. DOD - Department of Defense; Military Specifications and Standards; Available from DLA Document Services; www.quicksearch.dla.mil.

3. DSCC - Defense Supply Center Columbus; (See FS).

4. FED-STD - Federal Standard; (See FS).

5. FS - Federal Specification; Available from DLA Document Services; www.quicksearch.dla.mil.
a. Available from Defense Standardization Program; www.dsp.dla.mil. b. Available from General Services Administration; www.gsa.gov. c. Available from National Institute of Building Sciences/Whole Building Design Guide; www.wbdg.org/ccb.

6. MILSPEC - Military Specification and Standards; (See DOD).

7. USAB - United States Access Board; www.access-board.gov.

8. USATBCB - U.S. Architectural & Transportation Barriers Compliance Board; (See USAB).

E. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. CBHF; State of California; Department of Consumer Affairs; Bureau of Electronic and Appliance Repair, Home Furnishings and Thermal Insulation; www.bearhfti.ca.gov.

2. CCR; California Code of Regulations; Office of Administrative Law; California Title 24 Energy Code; www.calregs.com.

3. CDHS; California Department of Health Services; (See CDPH).

4. CDPH; California Department of Public Health; Indoor Air Quality Program; www.cal-iaq.org.

5. CPUC; California Public Utilities Commission; www.cpuc.ca.gov.

6. SM AQMD; S acramento Metro Air Quality Management District; www.airquality.org.

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PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 014200
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PRODUCT REQUIREMENTS 016000 - 1
SECTION 016000 - PRODUCT REQUIREMENTS
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products.

B. Related Requirements:

1. Section 012500 "Substitution Procedures" for requests for substitutions.

2. Section 014200 "References" for applicable industry standards for products specified.

1.3 DEFINITIONS
A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products.

3. Comparable Product: Product that is demonstrated and approved by Architect through submittal process to have the indicated qualities related to type, function, dimension, in -service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product.

B. Basis-of-Design Product Specification: A specification in which a single manufacturer's product is named and accompanied by the words "basis -of-design product," including make or model number or other designation. In addition to the basis -of-design product description, product attributes and characteristics may be listed to establish the significant qualities related to type, function, in- service performance and physical properties, weight, dimension, durability, visual characteristics, and other special features and requirements for purposes of evaluating comparable products of additional manufacturers named in the specification.

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C. Subject to Compliance with Requirements: Where the phrase "Subject to compliance with requirements" introduces a product selection procedure in an individual Specification Section, provide products qualified under the specified product procedure. In the event that a named product or product by a named manufacturer does not meet the other requirements of the specifications, select another named product or product from another named manufacturer that does meet the requirements of the specifications. Submit a comparable product request, if applicable.

1.4 ACTION SUBMITTALS
A. Comparable Product Request Submittal: Submit request for consideration of each comparable product. Identify basis -of-design product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Include data to indicate compliance with the requirements specified in "Comparable Products" Article.

2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a comparable product request. Architect will notify Contractor of approval or rejection of proposed comparable product request within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.
a. Form of Architect's Approval of Submittal: As specified in Section 013300 "Submittal Procedures."
b. Use product specified if Architect does not issue a decision on use of a comparable product request within time allocated.

B. Basis-of-Design Product Specification Submittal: Comply with requirements in Section 013300 "Submittal Procedures." Show compliance with requirements.

1.5 QUALITY ASSURANCE
A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options.

B. Identification of Products: Except for required labels and operating data, do not attach or imprint manufacturer or product names or trademarks on exposed surfaces of products or equipment that will be exposed to view in occupied spaces or on the exterior.

1. Labels: Locate required product labels and stamps on a concealed surface, or, where required for observation following installation, on a visually accessible surface that is not conspicuous.

2. Equipment Nameplates: Provide a permanent nameplate on each item of service-connected or power-operated equipment. Locate on a visually accessible City of Sacramento SOUTHSIDE PARK POOL RENOVATION

PRODUCT REQUIREMENTS 016000 - 3
but inconspicuous surface. Include information essential for operation, including the following:
a. Name of product and manufacturer.
b. Model and serial number.
c. Capacity.
d. Speed.
e. Ratings.

3. See individual identification sections in Divisions 21, 22, 23, and 26 for additional identification requirements.

1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions.

B. Delivery and Handling:

1. Schedule delivery to minimize long- term storage at Project site and to prevent overcrowding of construction spaces.

2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.

3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected.

C. Storage:

1. Store products to allow for inspection and measurement of quantity or counting of units.

2. Store materials in a manner that will not endanger Project structure.

3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation.

4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment.

5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage.

6. Protect stored products from damage and liquids from freezing.

7. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner.

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1.7 PRODUCT WARRANTIES
A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents.

1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner.

2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner.

B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution.

1. Manufacturer's Standard Form: Modified to include Project -specific information and properly executed.

2. Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed.

3. See other Sections for specific content requirements and particular requirements for submitting special warranties.

C. Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures." PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES
A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation.

1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect.

2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties meeting requirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," Architect will make selection.

5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

B. Product Selection Procedures:

1. Sole Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered.

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PRODUCT REQUIREMENTS 016000 - 5
a. Sole product may be indicated by the phrase: "Subject to compliance with requirements, provide the following: …"

2. Sole Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered.
a. Sole manufacturer/source may be indicated by the phrase: "Subject to compliance with requirements, provide products by the following: …"

3. Limited List of Products: Where Specifications include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered unless otherwise indicated.
a. Limited list of products may be indicated by the phrase: "Subject to compliance with requirements, provide one of the following: …"

4. Non-Limited List of Products: Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, which complies with requirements.
a. Non-limited list of products is indicated by the phrase: "Subject to compliance with requirements, available products that may be incorporated in the Work include, but are not limited to, the following: …"

5. Limited List of Manufacturers: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered unless otherwise indicated. a. Limited list of manufacturers is indicated by the phrase: "Subject to compliance with requirements, provide products by one of the following: …"

6. Non-Limited List of Manufacturers: Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, which complies with requirements. a. Non-limited list of manufacturers is indicated by the phrase: "Subject to compliance with requirements, available manufacturers whose products may be incorporated in the Work include, but are not limited to, the following: …"

7. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named.

Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers.

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PRODUCT REQUIREMENTS 016000 - 6
a. For approval of products by unnamed manufacturers, comply with requirements in Section 012500 "Substitution Procedures" for substitutions for convenience.

C. Visual Matching Specification: Where Specifications require "match Architect's sample," provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches.

1. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Section 012500 "Substitution Procedures" for proposal of product.

D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items.

2.2 COMPARABLE PRODUCTS
A. Conditions for Consideration of Comparable Products: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect may return requests without action, except to record noncompliance with these requirements:

1. Evidence that proposed product does not require revisions to the Contract Documents, is consistent with the Contract Documents, will produce the indicated results, and is compatible with other portions of the Work. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant product qualities include attributes such as type, function, in- service performance and physical properties, weight, dimension, durability, visual characteristics, and other specific features and requirements.

2. Evidence that proposed product provides specified warranty.

3. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested.

4. Samples, if requested.

B. Submittal Requirements: Approval by the Architect of Contractor's request for use of comparable product is not intended to satisfy other submittal requirements. Comply with specified submittal requirements.

PART 3 - EXECUTION (Not Used)
END OF SECTION 016000
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

EXECUTION 017300 - 1
SECTION 017300 – EXECUTION
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following:

1. Construction layout.

2. Installation of the Work.

3. Cutting and patching.

4. Coordination of Owner-installed products.

5. Progress cleaning.

6. Starting and adjusting.

7. Protection of installed construction.

B. Related Requirements:

1. Section 011000 "Summary" for limits on use of Project site.

2. Section 017700 "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner -accepted deviations from indicated lines and levels, replacing defective work, and final cleaning.

1.3 DEFINITIONS
A. Cutting: Removal of in- place construction necessary to permit installation or performance of subsequent work.

B. Patching: Fitting and repair work required to restore construction to original conditions after installation of subsequent work.

1.4 PREINSTALLATION MEETINGS
A. Cutting and Patching Conference: Conduct conference at Project site.

1. Prior to submitting cutting and patching plan, review extent of cutting and patching anticipated and examine procedures for ensuring satisfactory result from cutting and patching work. Require representatives of each entity directly concerned with cutting and patching to attend, including the following:

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

EXECUTION 017300 - 2
a. Contractor's superintendent.
b. Trade supervisor responsible for cutting operations. c. Trade supervisor(s) responsible for patching of each type of substrate. d. Mechanical, electrical, and utilities subcontractors' supervisors, to the extent each trade is affecting by cutting and patching operations.

2. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

1.5 INFORMATIONAL SUBMITTALS
A. Cutting and Patching Plan: Submit plan describing procedures at least 10 days prior to the time cutting and patching will be performed. Include the following information:

1. Extent: Describe reason for and extent of each occurrence of cutting and patching.

2. Changes to In-Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building appearance and other significant visual elements.

3. Products: List products to be used for patching and firms or entities that will perform patching work.

4. Dates: Indicate when cutting and patching will be performed.

5. Utilities and Mechanical and Electrical Systems: List services and systems that cutting and patching procedures will disturb or affect. List services and systems that will be relocated and those that will be temporarily out of service. Indicate length of time permanent services and systems will be disrupted. a. Include description of provisions for temporary services and systems during interruption of permanent services and systems.

B. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal.

1.6 QUALITY ASSURANCE
A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements.

1. Structural Elements: When cutting and patching structural elements, notify Architect of locations and details of cutting and await directions from Architect before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection.

2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. Operational elements include the following:
a. Primary operational systems and equipment.

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EXECUTION 017300 - 3
b. Plumbing piping systems.
c. Mechanical systems piping and ducts.
d. Communication systems.
e. Fire-detection and -alarm systems.
f. Electrical wiring systems.
g. Operating systems of special construction.

3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load- carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. Other construction elements include but are not limited to the following:
a. Water, moisture, or vapor barriers.
b. Membranes and flashings.
c. Sprayed fire-resistive material.
d. Equipment supports.
e. Piping, ductwork, vessels, and equipment.
f. Noise- and vibration-control elements and systems.

4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.

B. Manufacturer's Installation Instructions: Obtain and maintain on- site manufacturer's written recommendations and instructions for installation of products and equipment.

PART 2 - PRODUCTS

2.1 MATERIALS
A. General: Comply with requirements specified in other Sections.

B. In-Place Materials: Use materials for patching identical to in- place materials. For exposed surfaces, use materials that visually match in- place adjacent surfaces to the fullest extent possible.

1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials.

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EXECUTION 017300 - 4
PART 3 - EXECUTION

3.1 EXAMINATION
A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, and other construction affecting the Work.

1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water -service piping; underground electrical services; and other utilities.

2. Furnish location data for work related to Project that must be performed by public utilities serving Project site.

B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations.

1. Examine roughing- in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation.

2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed.

3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.

C. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following:

1. Description of the Work.

2. List of detrimental conditions, including substrates.

3. List of unacceptable installation tolerances.

4. Recommended corrections.

D. Proceed with installation only after unsatisfactory conditions have been corrected.

Proceeding with the Work indicates acceptance of surfaces and conditions.

3.2 PREPARATION
A. Field Measurements: Take field measurements as required to fit the Work properly.

Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

B. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings.

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EXECUTION 017300 - 5
C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect according to requirements in Section 013100 "Project Management and Coordination."

3.3 CONSTRUCTION LAYOUT
A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect and Owners Representative promptly.

B. General: Engage a professional engineer to lay out the Work using accepted surveying practices.

1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project.

2. Establish limits on use of Project site.

3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions.

4. Inform installers of lines and levels to which they must comply.

5. Check the location, level and plumb, of every major element as the Work progresses.

6. Notify Architect and Owners Representative when deviations from required lines and levels exceed allowable tolerances.

C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and rim and invert elevations.

D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations.

E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for reference by Architect and Owners Representative.

3.4 INSTALLATION
A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.

2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement.

3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.

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EXECUTION 017300 - 6

4. Maintain minimum headroom clearance of 96 inches in occupied spaces and 90 inches in unoccupied spaces.

B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated.

C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion.

D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and placement in permanent locations.

F. Tools and Equipment: Where possible, select tools or equipment that minimize production of excessive noise levels.

G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other portions of the Work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements.

H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions.

1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect.

2. Allow for building movement, including thermal expansion and contraction.

3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

I. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

J. Repair or remove and replace damaged, defective, or nonconforming Work.

1. Comply with Section 017700 "Closeout Procedures" for repairing or removing and replacing defective Work.

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EXECUTION 017300 - 7

3.5 CUTTING AND PATCHING
A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching.

Proceed with cutting and patching at the earliest feasible time, and complete without delay.

1. Cut in -place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition.

B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties.

C. Temporary Support: Provide temporary support of work to be cut.

D. Protection: Protect in- place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching according to requirements in Section 011000 "Summary." F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize / prevent interruption to occupied areas.

G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.

1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.

3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill.

4. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations.

5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting.

6. Proceed with patching after construction operations requiring cutting are complete.

H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as City of Sacramento SOUTHSIDE PARK POOL RENOVATION

EXECUTION 017300 - 8
invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable.

1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation.

2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing.
a. Clean piping, conduit, and similar features before applying paint or other finishing materials.
b. Restore damaged pipe covering to its original condition.

3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space.

Provide an even surface of uniform finish, color, texture, and appearance.

Remove in -place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.
a. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

4. Ceilings: Patch, repair, or rehang in- place ceilings as necessary to provide an even-plane surface of uniform appearance.

5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure.

I. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces.

3.6 PROGRESS CLEANING
A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.

2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F.

3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations.
a. Use containers intended for holding waste materials of type to be stored.

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EXECUTION 017300 - 9

4. Coordinate progress cleaning for joint -use areas where Contractor and other contractors are working concurrently.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces.

E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion.

G. Waste Disposal: Do not bury or burn waste materials on- site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements in Section 017419 "Construction Waste Management and Disposal." H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

J. Limiting Exposures: Supervise construction operations to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.

3.7 STARTING AND ADJUSTING
A. Coordinate startup and adjusting of equipment and operating components with requirements in Section 019113 "General Commissioning Requirements." B. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest.

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EXECUTION 017300 - 10
C. Adjust equipment for proper operation. Adjust operating components for proper operation without binding.

D. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

E. Manufacturer's Field Service: Comply with qualification requirements in Section 014000 "Quality Requirements."

3.8 PROTECTION OF INSTALLED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.

B. Protection of Existing Items: Provide protection and ensure that existing items to remain undisturbed by construction are maintained in condition that existed at commencement of the Work.

C. Comply with manufacturer's written instructions for temperature and relative humidity.

END OF SECTION 017300
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1
SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for the following:

1. Salvaging nonhazardous demolition and construction waste.

2. Recycling nonhazardous demolition and construction waste.

3. Disposing of nonhazardous demolition and construction waste.

1.3 DEFINITIONS
A. Construction Waste: Building, structure, and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations.

Construction waste includes packaging.

B. Demolition Waste: Building, structure, and site improvement materials resulting from demolition operations.

C. Disposal: Removal of demolition or construction waste and subsequent salvage, sale, recycling, or deposit in landfill, incinerator acceptable to authorities having jurisdiction, or designated spoil areas on Owner’s property.

D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.

E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.

1.4 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition and construction waste becomes property of Contractor.

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CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2
B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.5 ACTION SUBMITTALS
A. Waste Management Plan: Submit plan within 7 days of date established for the Notice to Proceed. Waste Management Plan is available on the City website.

1.6 INFORMATIONAL SUBMITTALS
A. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit report. Use Construction and Demolition Waste Log available on the City website.

B. Waste Reduction Calculations: Before request for Substantial Completion, submit calculated end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated by the Work.

C. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt.

D. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt.

E. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

F. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

1.7 QUALITY ASSURANCE
A. Waste Management Coordinator Qualifications: Experienced firm, or individual employed and assigned by General Contractor, with a record of successful waste management coordination of projects with similar requirements. Superintendent may serve as Waste Management Coordinator.

B. Regulatory Requirements: Comply with transportation and disposal regulations of authorities having jurisdiction.

C. Waste Management Conference(s): Conduct conference(s) at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 3
methods and procedures related to waste management including, but not limited to, the following:

1. Review and discuss waste management plan including responsibilities of each contractor and waste management coordinator.

2. Review requirements for documenting quantities of each type of waste and its disposition.

3. Review and finalize procedures for materials separation and verify availability of containers and bins needed to avoid delays.

4. Review procedures for periodic waste collection and transportation to recycling and disposal facilities.

5. Review waste management requirements for each trade.

1.8 WASTE MANAGEMENT PLAN
A. General: Develop a waste management plan according to requirements in this Section.

Plan shall consist of waste identification, waste reduction work plan, and cost/revenue analysis. Distinguish between demolition and construction waste. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan.

PART 2 - PRODUCTS

2.1 RECYCLING RECEIVERS AND PROCESSORS
A. Subject to compliance with requirements, available recycling receivers and processors include, but are not limited to, the following:

1. Kiefer Landfill, 127601 Kiefer Blvd. Sacramento, CA 95683.

2.2 PERFORMANCE REQUIREMENTS
A. General: Achieve end-of-Project rates for salvage/recycling of 50 percent by weight of total nonhazardous solid waste generated by the Work. Practice efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators.

Facilitate recycling and salvage of materials.

PART 3 - EXECUTION

3.1 PLAN IMPLEMENTATION
A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract.

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CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 4
B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for implementing, monitoring, and reporting status of waste management work plan.

C. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work.

1. Distribute waste management plan to everyone concerned within three days of submittal return.

2. Distribute waste management plan to entities when they first begin work on- site.

Review plan procedures and locations established for salvage, recycling, and disposal.

D. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged and recycled.

3.2 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL A. General: Recycle paper and beverage containers used by on-site workers.

B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to Contractor.

C. Preparation of Waste: Prepare and maintain recyclable waste materials according to recycling or reuse facility requirements. Maintain materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process.

D. Procedures: Process recyclable waste according to approved construction waste management plan.

1. Provide appropriately marked containers or bins for controlling recyclable waste until removed from Project site. Include list of acceptable and unacceptable materials at each container and bin.
a. Inspect containers and bins for contamination and remove contaminated materials if found.

2. Stockpile processed materials on -site without intermixing with other materials.

Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

3. Stockpile materials away from construction area. Do not store within drip line of remaining trees.

4. Store components off the ground and protect from the weather.

5. Remove recyclable waste from Owner's property and transport to recycling receiver or processor as often as required to prevent overfilling bins.

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3.3 RECYCLING DEMOLITION WASTE
A. Concrete: Remove reinforcement and other metals from concrete and sort with other metals.

1. Pulverize concrete to maximum 1-1/2-inch size.

B. Wood Materials: Sort and stack members according to size, type, and length. Separate lumber, engineered wood products, panel products, and treated wood materials.

C. Metals: Separate metals by type.

1. Structural Steel: Stack members according to size, type of member, and length.

2. Remove and dispose of bolts, nuts, washers, and other rough hardware.

D. Piping: Reduce piping to straight lengths and store by material and size. Separate supports, hangers, valves, sprinklers, and other components by material and size.

E. Conduit: Reduce conduit to straight lengths and store by material and size.

F. Lamps: Separate lamps by type and store according to requirements in 40 CFR 273.

3.4 RECYCLING CONSTRUCTION WASTE
A. Packaging:

1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location.

2. Polystyrene Packaging: Separate and bag materials.

3. Pallets: As much as possible, require deliveries using pallets to remove pallets from Project site. For pallets that remain on -site, break down pallets into component wood pieces and comply with requirements for recycling wood.

4. Crates: Break down crates into component wood pieces and comply with requirements for recycling wood.

B. Wood Materials:

1. Clean Cut-Offs of Lumber: Grind or chip into small pieces.

2. Clean Sawdust: Bag sawdust that does not contain painted or treated wood. a. Comply with requirements in Section 329300 "Plants" for use of clean sawdust as organic mulch.

C. Paint: Seal containers and store by type.

3.5 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged or recycled, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 6

1. Except as otherwise specified, do not allow waste materials that are to be disposed of to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. General: Except for items or materials to be salvaged or recycled, remove waste materials and legally dispose of at designated spoil areas on Owner’s property.

C. Burning: Do not burn waste materials.

END OF SECTION 017419
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CLOSEOUT PROCEDURES 017700 - 1
SECTION 017700 - CLOSEOUT PROCEDURES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Substantial Completion procedures.

2. Final completion procedures.

3. Warranties.

4. Final cleaning.

5. Repair of the Work.

B. Related Requirements:

1. Section 012900 “Payment Procedures” for final application for payment.

2. Section 017839 “Project Record Documents” for submitting Record Drawings, Record Specifications, and Record Product data.

1.3 ACTION SUBMITTALS
A. Product Data: For each type of cleaning agent.

B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.

C. Certified List of Incomplete Items: Final submittal at final completion.

1.4 CLOSEOUT SUBMITTALS
A. Certificates of Release: From authorities having jurisdiction.

B. Certificate of Insurance: For continuing coverage.

1.5 MAINTENANCE MATERIAL SUBMITTALS
A. Schedule of Maintenance Material Items: For maintenance material submittal items specified in other Sections.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CLOSEOUT PROCEDURES 017700 - 2

1.6 SUBSTANTIAL COMPLETION PROCEDURES
A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete.

B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

2. Submit closeout submittals specified in other Division 01 Sections, including project record documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information.

3. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by Owner. Label with manufacturer's name and model number.
a. Schedule of Maintenance Material Items: Prepare and submit schedule of maintenance material submittal items, including name and quantity of each item and name and number of related Specification Section. Obtain Owner's signature for receipt of submittals.

5. Submit testing, adjusting, and balancing records.

6. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.

C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Advise Owner of pending insurance changeover requirements.

2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions.

3. Complete startup and testing of systems and equipment.

4. Perform preventive maintenance on equipment used prior to Substantial Completion.

5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training video recordings specified in Section 017900 "Demonstration and Training."

6. Advise Owner of changeover in utility services.

7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.

8. Complete final cleaning requirements.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CLOSEOUT PROCEDURES 017700 - 3

9. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate visual defects.

D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Owner will either proceed with inspection or notify Contractor of unfulfilled requirements. Owner will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect or Owner, that must be completed or corrected before certificate will be issued.

1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for final completion.

1.7 FINAL COMPLETION PROCEDURES
A. Submittals Prior to Final Completion: Before requesting final inspection for determining final completion, complete the following:

1. Submit a final Application for Payment according to Section 012900 "Payment Procedures."

2. Certified List of Incomplete Items: Submit certified copy of Owner's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect and Owner. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements.

4. Submit final completion photographic documentation.

B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Owner will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

1.8 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Organization of List: Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor (if building is multi-story).

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CLOSEOUT PROCEDURES 017700 - 4

2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems.

3. Include the following information at the top of each page:
a. Project name
b. Date
c. Name of Architect and Owner
d. Name of Contractor
e. Page number

1.9 SUBMITTAL OF PROJECT WARRANTIES
A. Time of Submittal: Submit written warranties on request of Owner for designated portions of the Work where warranties are indicated to commence on dates other than date of Substantial Completion, or when delay in submittal of warranties might limit Owner's rights under warranty.

B. Partial Occupancy: Submit properly executed warranties within 15days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor.

C. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual.

D. Warranty Electronic File: Provide warranties and bonds in PDF format. Assemble complete warranty and bond submittal package into a single electronic PDF file with bookmarks enabling navigation to each item. Provide bookmarked table of contents at beginning of document.

1. Submit on digital media acceptable to Owner via weblink by email to Owner.

E. Provide PDF’s of each warranty to include in operation and maintenance manuals.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION

3.1 FINAL CLEANING
A. General: Perform final cleaning. Conduct cleaning and waste- removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CLOSEOUT PROCEDURES 017700 - 5
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning.

Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project:
a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
c. Remove tools, construction equipment, machinery, and surplus material from Project site.
d. Clean exposed exterior and interior hard- surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.
e. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
f. Sweep concrete floors broom clean in unoccupied spaces. g. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according to manufacturer's recommendations if visible soil or stains remain.
h. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision- obscuring materials. Polish mirrors and glass, taking care not to scratch surfaces.
i. Remove labels that are not permanent.
j. Clean luminaires, lamps, globes, and reflectors to function with full efficiency.
k. Leave Project clean and ready for occupancy.

C. Construction Waste Disposal: Comply with waste disposal requirements in Section 017419 "Construction Waste Management and Disposal."

3.2 REPAIR OF THE WORK
A. Complete repair and restoration operations before requesting inspection for determination of Substantial Completion.

B. Repair, or remove and replace, defective construction. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where damaged or worn items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired. Restore damaged construction and permanent facilities used during construction to specified condition.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

CLOSEOUT PROCEDURES 017700 - 6

1. Remove and replace chipped, scratched, and broken glass, reflective surfaces, and other damaged transparent materials.

2. Touch up and otherwise repair and restore marred or exposed finishes and surfaces. Replace finishes and surfaces that that already show evidence of repair or restoration.
a. Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. Remove paint applied to required labels and identification.

3. Replace parts subject to operating conditions during construction that may impede operation or reduce longevity.

4. Replace burned-out bulbs, bulbs noticeably dimmed by hours of use, to comply with requirements for new fixtures.

END OF SECTION 017700
City of Sacramento SOUTHSIDE PARK POOL RENOVATION

PROJECT RECORD DOCUMENTS 017839 - 1
SECTION 017839 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section includes administrative and procedural requirements for project record documents, including the following:

1. Record Drawings.

2. Record Specifications.

3. Record Product Data.

4. Miscellaneous record submittals.

B. Related Requirements:

1. Section 013100 “Project Management and Coordination” for requirements related to use of Architects digital data files.

2. Section 017300 "Execution" for final property survey.

3. Section 017700 "Closeout Procedures" for general closeout procedures.

1.3 CLOSEOUT SUBMITTALS
A. Record Drawings: Comply with the following:

1. Number of Copies: Submit copies of record Drawings as follows:
a. Initial Submittal:
1) Submit PDF electronic files of scanned record prints and one set of file prints.
2) Owner will indicate whether general scope of changes, additional information recorded, and quality of drafting are acceptable. b. Final Submittal:
1) Submit PDF electronic files of scanned record prints, DWG electronic files and one set of prints.
2) Print each drawing, whether or not changes and additional information were recorded.

B. Record Specifications: Submit annotated PDF electronic files of Project's Specifications, including addenda and contract modifications.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

PROJECT RECORD DOCUMENTS 017839 - 2
C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal.

1. S ubmit scans of marked-up Product Data as a component of manual.

D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record-keeping requirements and submittals in connection with various construction activities. Submit annotated PDF electronic files and directories of each submittal.

1.4 RECORD DRAWINGS
A. Record Prints: Maintain one set of marked -up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued.

1. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.
b. Accurately record information in an acceptable drawing technique. c. Record data as soon as possible after obtaining it.
d. Record and check the markup before enclosing concealed installations. e. Cross-reference record prints to corresponding photographic documentation.

2. Content: Types of items requiring marking include, but are not limited to, the following:
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
c. Depths of foundations.
d. Locations and depths of underground utilities.
e. Revisions to routing of piping and conduits.
f. Revisions to electrical circuitry.
g. Actual equipment locations.
h. Duct size and routing.
i. Locations of concealed internal utilities.
j. Changes made by Change Order or Construction Change Directive (CCD). k. Changes made following Owner’s written orders.
l. Details not on the original Contract Drawings.
m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically.

3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked- up record prints.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

PROJECT RECORD DOCUMENTS 017839 - 3

4. Mark record sets with erasable, red- colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

5. Mark important additional information that was either shown schematically or omitted from original Drawings.

6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.

B. Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion, review marked- up record prints with Owner. When authorized, prepare a full set of corrected digital data files of the Contract Drawings, as follows:

1. Format: Same digital data software program, version, and operating system as the original Contract Drawings.

2. and Format: Annotated PDF electronic file with comment function enabled.

3. Incorporate changes and additional information previously marked on record prints. Delete, redraw, and add details and notations where applicable.

4. Refer instances of uncertainty to Owner for resolution.

5. Owner will furnish Contractor with one set of digital data files of the Contract Drawings for use in recording information.
a. See Section 013100 "Project Management and Coordination" for requirements related to use of Architect's digital data files. b. Architect/Owner will provide data file layer information. Record markups in separate layers.

C. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.

1. Record Prints: Organize record prints into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.

2. Format: Annotated PDF electronic file with comment function enabled.

3. Record Digital Data Files: Organize digital data information into separate electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identification. Include identification in each digital data file.

4. Identification: As follows:
a. Project name.
b. Date.
c. Designation "PROJECT RECORD DRAWINGS."
d. Name of Architect and Owner.
e. Name of Contractor.

1.5 RECORD SPECIFICATIONS
A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

PROJECT RECORD DOCUMENTS 017839 - 4

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.

3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made.

4. For each principal product, indicate whether record Product Data has been submitted in operation and maintenance manuals instead of submitted as record Product Data.

5. Note related Change Orders and record Drawings where applicable.

B. Format: Submit record Specifications as annotated PDF electronic file or scanned PDF electronic file(s) of marked-up paper copy of Specifications.

1.6 RECORD PRODUCT DATA
A. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project.

B. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.

3. Note related Change Orders , record Specifications, and record Drawings where applicable.

C. Format: Submit record Product Data as scanned PDF electronic file(s) of marked -up paper copy of Product Data.

1. Include record Product Data directory organized by Specification Section number and title, electronically linked to each item of record Product Data.

1.7 MISCELLANEOUS RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.

B. Format: Submit miscellaneous record submittals as PDF electronic file.

1. Include miscellaneous record submittals directory organized by Specification Section number and title, electronically linked to each item of miscellaneous record submittals.

City of Sacramento SOUTHSIDE PARK POOL RENOVATION

PROJECT RECORD DOCUMENTS 017839 - 5

1.8 MAINTENANCE OF RECORD DOCUMENTS
A. Maintenance of Record Documents: Store record documents in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction purposes. Maintain record documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to project record documents for Owner’s reference during normal working hours.

PART 2 - PRODUCTS
PART 3 - EXECUTION
END OF SECTION 017839

SOUTHSIDE PARK POOL RENOVATION
S:\Facilities\Architects and Engineers\Forms\EZ PCO\AE_160203_CA-Forms-EZ-PCO

Change Order Proposal - EZ-PCO

General Contractor or Sub-Contractor Direct Costs

1. Labor…………………………………………… $ .

2. Materials ………………………………………. $ .

3. Equipment …………………………………….. $ .

4. Sub-Total for Labor, Materials & Equipment $ . $ .

Summary of Sub-Contractor Cost
a. $ .
b. $ .
c. $ .
d. $ .
e. $ .

5. Sub-Total for Sub-Contractors Above $ . $ .

6. Mark-Up on Labor, Materials & Equipment ………………………… $ .

If Line 4 above is greater than zero (“0”), enter 15% x Line 4; or If Line 4 above is less than zero (“0”) enter 10% x Line 4 as a credit.

7. Mark-Up on Sub-Contractor Cost (Prime Contractor Only) $ .

If Sub-Contractor Summary enter zero (“0”).

If Line 5 above is greater than zero (“0”), enter 5% x Line 5; or If Line 5 above is less than zero (“0”) enter zero (“0”).

8. Total Proposal (Line 4 + Line 5 + Line 6 + Line 7) …..………………….. $ .

9. Proposed Time Extension (Prime Contractor Only, Calendar Days) ….. Days (Requires written schedule analysis and justified impact to critical path schedule or enter zero “0”).

Project Number: Date:

Agreement Number:

Company: PCO #:

Summary for: Contractor  Sub-Contractor 

Attach supporting documentation with detailed cost breakdowns. Attach this form to each sub- contractor proposal.

Refer to instructions for detail on completing this form.

SOUTHSIDE PARK POOL RENOVATION
S:\Facilities\Architects and Engineers\Forms\EZ PCO\AE_160203_CA-Forms-EZ-PCO Change Order Proposal Summary - EZ-PCO

Line 5 – Represents authorized allowable costs proposed by sub-contractors at the next lower tier.

Line 6 – A credit of 5% for mark-up is applied to net credit costs at the prime contractor tier or sub-contractor tier at which the cost is incurred.

Line 7 – The aggregate of mark-ups made at sub-contractor tiers shall not exceed 15%. No mark-up is allowed for intermediate sub-contractors.

Utility Expense
Electricity, gas, water, telephone, janitorial, trash removal, dump fees and sanitary pump-out, etc.

Office Equipment & Vehicles
Personnel transport vehicle (car, pick-up), general delivery vehicle, company car, yard equipment and machinery, depreciation, fuel, oil, filters, tires, maintenance, repairs, storage bins, dumpsters, computers, fax machines, refrigerator, coffee machine, audio and video recorders, cameras, shoring, etc, Office Furnishings
Desks, tables, chairs, lamps, file cabinets, credenzas, bookcases, carpeting, draperies, dividers, etc.

Consumables
Paper, pens, pencils, office supplies, reusable lumber, form materials, tarpaulins, drinking cups, toilet paper, etc.

Safety Equipment
Ear protection, goggles, respirators, safety belts, first aid supplies, fire extinguishers, etc.

Material Delivery, Off-Loading and Handling Expenses

General Office Expenses
Bid preparation, payment and performance bonds, estimating, planning, marketing, public relations, entertainment, safety and security, professional, business and contractors licenses and fees, employee recruitment, termination, transportation and relocation. Professional service fees, legal fees, court costs, litigation, arbitration, idle facilities and capacity, losses on contracts, security, transportation costs, contributions and donations, general coverage, liability insurance, project general insurance, corporate income taxes, stock and bond dividends, debt principal and interest payments, job-site close-up, mobilization and demobilization, etc.

These drawings and specifications are
the property and copyright of Aquatic
Design Group, Inc. and shall not be
used on any other work except by
agreement with Aquatic Design Group,
Inc. Written dimensions shall take
preference over scaled dimensions and
shall be verified on the job site. Any
discrepancy shall be brought to the
notice of Aquatic Design Group, Inc.
prior to the commencement of any work.

DRAWING TITLE
DRAWING NO.

ARCHITECT

DRAWN BY

REVISIONS

PROJECT INFORMATION
EDK
GSF

SOUTHSIDE PARK POOL

RENOVATION
2107 6TH STREET
SACRAMENTO, CA 95818
12/15/2023

L ICENSED
ARCH
ITECT
STATE
O
F
CA
L
IFORNIA REN. 07/31/25

GREGORY
S
. FERRELL
C-35802

SWIMMING

ACTIVITY POOL

DEMOLITION
PLAN
(E) COMMUNITY BUILDING / BATHHOUSE
18IN

NO DIVINGNO RUNNING
18 IN

NO DIVING NO RUNNING
18 IN

NO DIVING NO RUNNING
TURF
18 IN

NO DIVING NO RUNNING
TURF
6IN

NO DIVINGNO RUNNING
6 IN

NO DIVING NO RUNNING
DP-1
These drawings and specifications are
the property and copyright of Aquatic
Design Group, Inc. and shall not be
used on any other work except by
agreement with Aquatic Design Group,
Inc. Written dimensions shall take
preference over scaled dimensions and
shall be verified on the job site. Any
discrepancy shall be brought to the
notice of Aquatic Design Group, Inc.
prior to the commencement of any work.

DRAWING TITLE
DRAWING NO.

ARCHITECT

DRAWN BY

REVISIONS

PROJECT INFORMATION
EDK
GSF

SOUTHSIDE PARK POOL

RENOVATION
2107 6TH STREET
SACRAMENTO, CA 95818
12/15/2023

L ICENSED
ARCH
ITECT
STATE
O
F
CA
L
IFORNIA REN. 07/31/25

GREGORY
S
. FERRELL
C-35802
SP-1
130'-0"
60'-0"
9 SP-3
6'-7"
4'-6"7'-0"7'-0"7'-0"7'-0" 7'-0"4'-6" 7'-0" 7'-0" 7'-0" 7'-0"7'-0" 51'-0" 8'-0"7'-0"7'-0"7'-0"7'-0"7'-6"8'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-6" 37'-0" 130'-0"
4'-6"7'-0"7'-0"7'-0"7'-0" 7'-0"4'-6" 7'-0" 7'-0" 7'-0" 7'-0"7'-0" 51'-0" 8'-0"7'-0"7'-0"7'-0"7'-0"7'-6"8'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-6" 37'-0" 3'-0"3'-0"
3'-0"3'-0"
60'-0"

SWIMMING

POOL LAYOUT
PLAN
6'-7"
These drawings and specifications are
the property and copyright of Aquatic
Design Group, Inc. and shall not be
used on any other work except by
agreement with Aquatic Design Group,
Inc. Written dimensions shall take
preference over scaled dimensions and
shall be verified on the job site. Any
discrepancy shall be brought to the
notice of Aquatic Design Group, Inc.
prior to the commencement of any work.

DRAWING TITLE
DRAWING NO.

ARCHITECT

DRAWN BY

REVISIONS

PROJECT INFORMATION
EDK
GSF

SOUTHSIDE PARK POOL

RENOVATION
2107 6TH STREET
SACRAMENTO, CA 95818
12/15/2023

L ICENSED
ARCH
ITECT
STATE
O
F
CA
L
IFORNIA REN. 07/31/25

GREGORY
S
. FERRELL
C-35802
SP-2
36'-0"43'-0"
5'-0"
10'-0"
3'-0"
3'-0"
10'-0"
12'-0"18'-0"18'-0"12'-0"
5'-0"
7'-6"
130'-0"
4'-6"7'-0"7'-0"7'-0"7'-0"7'-0"
4'-6''
37'-0" 8'-0"7'-0"7'-0"7'-0"7'-0"7'-6"3'-0"3'-0"
4'-6''
36'-0" 7'-6"
4'-6" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0"
8'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-6"
51'-0"
60'-0"
9'-10"
9'-10"
10'-0"
10'-0"

SWIMMING
POOL

SECTIONS
These drawings and specifications are
the property and copyright of Aquatic
Design Group, Inc. and shall not be
used on any other work except by
agreement with Aquatic Design Group,
Inc. Written dimensions shall take
preference over scaled dimensions and
shall be verified on the job site. Any
discrepancy shall be brought to the
notice of Aquatic Design Group, Inc.
prior to the commencement of any work.

DRAWING TITLE
DRAWING NO.

ARCHITECT

DRAWN BY

REVISIONS

PROJECT INFORMATION
EDK
GSF

SOUTHSIDE PARK POOL

RENOVATION
2107 6TH STREET
SACRAMENTO, CA 95818
12/15/2023

L ICENSED
ARCH
ITECT
STATE
O
F
CA
L
IFORNIA REN. 07/31/25

GREGORY
S
. FERRELL
C-35802
[''
A
1'-6''
7TYP.
6''
1'-6''
1'-0''
6''6''
6''
1'-6''

NO RUNNING
MIN
4''MIN
\''
SP-3

SWIMMING
POOL

DETAILS
These drawings and specifications are
the property and copyright of Aquatic
Design Group, Inc. and shall not be
used on any other work except by
agreement with Aquatic Design Group,
Inc. Written dimensions shall take
preference over scaled dimensions and
shall be verified on the job site. Any
discrepancy shall be brought to the
notice of Aquatic Design Group, Inc.
prior to the commencement of any work.

DRAWING TITLE
DRAWING NO.

ARCHITECT

DRAWN BY

REVISIONS

PROJECT INFORMATION
EDK
GSF

SOUTHSIDE PARK POOL

RENOVATION
2107 6TH STREET
SACRAMENTO, CA 95818
12/15/2023

L ICENSED
ARCH
ITECT
STATE
O
F
CA
L
IFORNIA REN. 07/31/25

GREGORY
S
. FERRELL
C-35802

SWIMMING
POOL

DETAILS
6''
6''
6''
6''
6''
6''
6''
6''
[''
A
6''
6''6''
6''

NO RUNNING

NO RUNNING
7TYP. SP-3
SP-4

WALL OR FLOOR INSTALLATION
Floor- 816 GPM / Wall- 712 GPM

SUBMERGED SUCTION OUTLET
VGB 2008 ASME A112.19.8a-2008

FOR MULTIPLE DRAIN USE ONLY
LIFE: 10 YEARS
Lawson Aquatics #MLD-FGD or SG-1818-
DANGER: HAZARDOUS SUCTION

READ AND FOLLOW INSTRUCTIONS
FOR PROPER INSTALLATION. FAILURE

TO MAINTAIN CAN RESULT IN SEVERE
INJURY OR DEATH.

NSFR
These drawings and specifications are
the property and copyright of Aquatic
Design Group, Inc. and shall not be
used on any other work except by
agreement with Aquatic Design Group,
Inc. Written dimensions shall take
preference over scaled dimensions and
shall be verified on the job site. Any
discrepancy shall be brought to the
notice of Aquatic Design Group, Inc.
prior to the commencement of any work.

DRAWING TITLE
DRAWING NO.

ARCHITECT

DRAWN BY

REVISIONS

PROJECT INFORMATION
EDK
GSF

SOUTHSIDE PARK POOL

RENOVATION
2107 6TH STREET
SACRAMENTO, CA 95818
12/15/2023

L ICENSED
ARCH
ITECT
STATE
O
F
CA
L
IFORNIA REN. 07/31/25

GREGORY
S
. FERRELL
C-35802

SWIMMING
POOL

DETAILS
SP-5
7 FT
0 IN
7 FT
0 IN
These drawings and specifications are
the property and copyright of Aquatic
Design Group, Inc. and shall not be
used on any other work except by
agreement with Aquatic Design Group,
Inc. Written dimensions shall take
preference over scaled dimensions and
shall be verified on the job site. Any
discrepancy shall be brought to the
notice of Aquatic Design Group, Inc.
prior to the commencement of any work.

DRAWING TITLE
DRAWING NO.

ARCHITECT

DRAWN BY

REVISIONS

PROJECT INFORMATION
EDK
GSF

SOUTHSIDE PARK POOL

RENOVATION
2107 6TH STREET
SACRAMENTO, CA 95818
12/15/2023

L ICENSED
ARCH
ITECT
STATE
O
F
CA
L
IFORNIA REN. 07/31/25

GREGORY
S
. FERRELL
C-35802
AP-1

ACTIVITY POOL

LAYOUT PLAN
5'-0" 1'-0" 2'-0" 31'-11"
19'-10"
18IN

NO DIVINGNO RUNNING
18 IN

NO DIVING NO RUNNING
18 IN

NO DIVING NO RUNNING
TURF
18 IN

NO DIVING NO RUNNING
6IN

NO DIVINGNO RUNNING
6 IN

NO DIVING NO RUNNING

Sacramento City CouncilMay 28, 2024

Sacramento City Council
May 28, 2024