Item 07 2025-00909 Contract Meadows Park Phase 3 — Sacramento City Council, May 13, 2025 (part 1 of 2)

City of Sacramento
City Council - 5PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2025-00909 5/13/2025 Item 7.

Contract: Meadows Park Phase 3
File ID: 2025-00909
Location: District 1
Recommendation: Adopt a Motion: 1) approving the construction plans and specifications for the Meadows Park Phase 3 Project (L19138120); 2) awarding the contract to Parker Landscape Development, Inc. in the amount of $872,545; and 3) authorizing the Interim City Manager or designee to execute the contract.

Contact: Tin-Wah Wong, Associate Landscape Architect, (916) 808-5540, [email protected]; Jason Wiesemann, Park Planning, Design and Development Manager, (916) 808-7634, [email protected]; Department of Youth, Parks, and Community Enrichment (YPCE)
Presenter: None
Attachments:
1-Description/Analysis
2-Contract
Description/Analysis
Issue Detail: The Department of Youth, Parks & Community Enrichment (YPCE) is recommending the award of a contract to Parker Landscape Development, Inc. for the Meadows Park Phase 3 Project. Meadows Community Park is a 11.2-acre community park located at 1840 North Breezy Meadows Drive in Community Plan Area 10, Council District 1. The improvements will consist of a tennis court, pickleball courts, a basketball court, park lighting, site furniture, concrete walkways, and landscaping.

The formal bid process for this project has been completed and Parker Landscape Development, Inc. has been selected as the lowest responsible and responsive bidder.

Construction of the Meadows Park Phase 3 is expected to be completed in Winter 2025.

Page 1 of 3 ends

File ID: 2025-00909 5/13/2025 Item 7.

Policy Considerations: City Code Chapter 3.60 provides that City Council approval is required to enter into construction agreements over $250,000. Providing parks and recreation facilities is consistent with the City’s strategic plan to enhance livability in Sacramento’s neighborhoods by expanding park, recreation, and trail facilities throughout the City. This is also part of the Park Development Process for park planning as stated in the Parks Plan 2040.

Economic Impacts: 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.

The park construction project, in the amount of $872,545; is expected to create 3.49 jobs (2.01 direct jobs and 1.48 indirect jobs through indirect and induced activities). Furthermore, it will create $538,740 in total economic output ($339,572 of direct output and $199,168 of output through indirect and induced activities).

Environmental Considerations: The Community Development Department, Environmental Planning Services Division has reviewed this project and determined that it is exempt from the provisions of the California Environmental Quality Act (CEQA) under Class 1, Section Number 15301 which consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use.

Sustainability: The Meadows Park Phase 3 project has been reviewed for consistency with the goals, policies, and targets of the City’s Climate Action Plan for Internal Operations 2016 Update, the 2040 General Plan, the 2018 YPCE Strategic Plan, and the Parks Plan 2040. The park will advance the goals, policies, and targets of these plans by reducing greenhouse gas emissions and air pollution through the addition of trees, including native and drought-tolerant plantings, and improving the health of all residents through access to a diverse mix of wellness activities The park development will include sustainable design and maintenance guidelines, including the City’s Model Water Efficient Landscape Ordinance (MWELO by using water efficient irrigation controlled by the centralized irrigation system.

Commission/Committee Action: None.

Rationale for Recommendation: The formal bidding process for the Meadows Park Phase 3 Project was posted in accordance with City Code 3.60 and Administrative Policy AP-4002. The bid was opened on March 26, 2025. Staff received six bids and the results are listed below:

CONTRACTOR Base Bid Additive
Alternates
Total Bid
Parker Landscape
Development
$808,216 $71,310 $879,526
Saenz Landscape
Construction Company
$923,341 $75,168 $998,509
Imagecon, Inc. $903,324 $81,000 $984,324
TJR Resources, Inc. $923,768 $75,434 $999,202
Marina Landscape, Inc. $1,007,250 $83,600 $1,090,850
Olympic Land
Construction, Inc.
$923,750 $74,800 $998,550

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File ID: 2025-00909 5/13/2025 Item 7.

Pursuant to City Code Sections 3.60.020 and 3.60.360 (E), it was determined that Parker Landscape Development offered the lowest responsive bid, (based on the base bid plus additive alternates) and is a responsible bidder. The contract is recommended to be awarded for the base bid and additive alternate 1 in the amount of $872,545.

Financial Considerations: There is sufficient funding in the Meadows Park Phase 3 Project (L19138120) budget to award the contract.

This is an existing park; the annual maintenance and utilities costs are covered in YPCE’s operating budget for maintenance, water, and utility costs for the budget adopted in the applicable fiscal year.

Local Business Enterprise (LBE): At an LBE percentage of 5%, Parker Landscape Development meets the 5% LBE participation requirement.

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CONTRACT

ROUTING SHEET
Contract Cover/Routing Form: Must Accompany ALL Contracts; however, it is NOT part of the contract.

General Information (Required)
Original Contract # (supplements only): ________ Supplement/Addendum #: ___________________ Assessor’s Parcel Number(s): ________________________________________________________________ Contract Effective Date: _________ Contract Expiration Date (if applicable): _________ $ Amount (Not to Exceed): ______________________ Adjusted $ Amount (+/-): _____________________ Other Party: ______________________________________________________________________________ Project Title: _____________________________________________________________________________ Project #: ____________________________________ Bid/RFQ/RFP #: ___________________________ City Council Approval: if YES, Council File ID#: __________ Contract Processing Contacts
Department: ______________________________
Contract Coordi
nator: _______________________
Project Manager: ___________________________
Email: ______________________________
Department Review and Routing
(Signature)
(Signature)
(Signature)
Accounting:

Project Manager:

Supervisor:

Division Manager:

Other:
_______________________________________________________________________________________ ------------------FOR CLERK & IT DEPARTMENTS ONLY – DO NOT WRITE BELOW THIS LINE------------------ CC Rev. 12.19.2018
Construction Related
Payment/Performance Bonds Only
(Signature)
Special Instruction/Comments (i.e. recording requested, other agency signatures required, etc.) Other Party Signature
Required Recording Required
(Signature)
$879,526.00
$0
Parker Landscape Development, Inc.

Meadows Park Phase 3
L19138120
B25191121005
YES
2025-00901
Youth, Parks & Community Services
Tin-Wah Wong
Rachel Trujillo
[email protected]
✔

Form approved by City Attorney 6-23-23 1

AGREEMENT
(Construction Contract Over $25,000)

THIS AG
REEMENT, dated for identification , 20 , is made and entered into between the CITY OF SACRAMENTO, a municipal corporation (“City”), and Parker Landscape Development, Inc., 6011 Franklin Blvd. Sacramento, CA 95824 in the amount of $879,526.00. The City and Contractor hereby mutually agree as follows:

1. CONTR

ACT DOCUMENTS
The Contra
ct Documents, sometimes also referred to as the “Contract ,” consist of the following items, which are hereby incorporated by reference as if set forth in full in this Agreement:

Notice t
o Contractors
Proposal Form submitted by the Contractor
Instructions to Bidders
Subcontractor and Local Business Enterprise Participation Form Drug-Free Workplace Policy and Affidavit
Construction and Demolition (C&D) Debris Recycling Requirements Workers’ Compensation Insurance Certification
Federal or State funding requirements (if applicable)
Local Business Enterprise (LBE) Requirements
Requirements of the Non-Discrimination in Employee Benefits Code Ban-The-Box Requirements
Addenda, if any
This Agreement
Standard Specifications
Special Provisions
Plans and Technical Specifications
The drawings and other data and all developments thereof prepared by City pursuant to the Contract
Any modifications of any of the foregoing made or approved by City, including but not limited to duly authorized change orders
Unless s
pecifically noted otherwise, references to t he “Standard Specifications” shall mean and refer to the Standard Specifications for Public Construction of the City of Sacramento approved by the Sacramento City Council on November 10, 2020 (Resolution No. 2020-0354), and any subsequent amendments thereto approved by the Sacramento City Council or the Sacramento City Manager. Work called for in any one Contract Document and not mentioned in another is to be performed and executed as if mentioned in all Contract Documents. The table of contents, titles and headings contained in the Contract Documents are provided solely to facilitate reference to various provisions of the Contract Documents and in no way affect or limit the interpretation of the provisions to which they refer.

2. DEFINITION
S
Form approved by City Attorney 6-23-23 2
Unless otherwise specifically provided herein, all words and phrases defined in the Standard Specifications shall have the same meaning and intent in this Agreement.

3. AGREEMENT CO
NTROLS
In the event o
f a conflict between any of the terms and conditions set forth in this Agreement and the terms and conditions set forth in other Contract Documents, the terms and conditions set forth in this Agreement shall prevail, except that the provisions of any duly authorized change order shall prevail over any conflicting provisions of this Agreement.

4. SCOPE OF CON
TRACT
Contrac
tor agrees to furnish all tools, equipment, apparatus, facilities, labor, material and transportation necessary to perform and complete in a good and workmanlike manner to the satisfaction of City, all the Work called for in the Contract Documents entitled:

Meadows Par
k Phase 3
(PN: L19138120)
Bid #B25191121005
Including
the Work called for in the following alternative bid items described in the Proposal Form:
__________________________________________________________________________ Contracto
r agrees to perform such Work in the manner designated in and in strict conformity with the Contract Documents.

5. CONTRA

CT AMOUNT AND PAYMENTS
City agree
s to pay and Contractor agrees to accept, as complete payment for the above Work, in accordance with the schedule and procedures set forth in the Contract Documents and subject to deductions, withholdings and additions as specified in the Contract Documents , a total sum that shall not exceed the total bid amount set forth in Contractor’s Proposal Form.

In addition, subject to deductions, withholdings and additions as specified in the Contract Documents, payment for individual items of the Work shall be computed as follows:

A. For items of
the Work for which a lump sum price is specified in Contractor’s Proposal Form, Contractor shall be paid the lump sum price(s) specified in Contractor’s Proposal Form; and
B. For items o
f the Work for which a unit price is specified in Contractor’s Proposal Form, Contractor shall be paid the sum computed at such unit price , or computed at a different price if such different price is determined by City in accordance with the Standard Specifications, based on the actual amount of each such item performed and/or furnished and incorporated in the Work; provided that in no event shall the total sum for a unit price item exceed the total bid amount set forth for such item in the Contractor’s Proposal Form, unless authorized by Change Order.

Form approved by City Attorney 6-23-23 3

6. PROGRESS P

AYMENTS
Subject to
the terms and conditions of the Contract, City shall cause payments to be made upon demand of Contractor as follows:

A. On or abo
ut the first of the month, the Engineer shall present to the Contractor a statement showing the amount of labor and materials incorporated in the Work through the twentieth (20) calendar day of the preceding month. After both Contractor and Engineer approve the statement in writing, and the City’s labor compliance officer provides written approval, the City shall issue a certificate for ninety-five (95) percent of the amount it shall find to be due, subject to any deductions or withholdings authorized or required under the Contract or any applicable Laws or Regulations.

B. No inacc
uracy or error in said monthly estimates shall operate to release Contractor from damages arising from such Work or from enforcement of each and every provision of the Contract Documents, and City shall have the right subsequently to correct any error made in any estimate for payment.

C. Contrac
tor shall not be paid for any defective or improper Work.

D. The remaini
ng five (5) percent of the value of the Work performed under the Contract, if unencumbered and subject to any deductions or withholdings authorized or required under the Contract or any applicable Laws or Regulations, shall be released not later than sixty (60) days after completion and final acceptance of the Work by City. Acceptance by Contractor of the final payment shall constitute a waiver of all claims against the City arising under the Contract Documents, except for disputed claims in stated amounts that the Contractor specifically reserves in writing , but only to the extent that the Contractor has complied with all procedures and requirements applicable to the presentation and processing of such claim(s) under the Contract Documents. Contractor shall be entitled to substitute securities for retention or to direct that payments of retention be made into escrow, as provided in Public Contract Code Section 22300, upon execution of the City’s Escrow Agreement for Security Deposits in Lieu of Retention.

E. The parti
es agree that, for purposes of the timely progress payment requirements specified in Public Contract Code Section 20104.50, the date that the City receives a statement jointly approved by the Contractor and the Engineer as provided above shall be deemed to constitute the date that City receives an undisputed and properly submitted payment request from the Contractor. Progress payments not made within 30 days after this date may be subject to payment of interest as provided in Public Contract Code Section 20104.50.

Form approved by City Attorney 6-23-23 4
F. This Contract is subject to compliance monitoring and enforcement by the California Department of Industrial Relations, as specified in California Labor Code section 1771.4.

7. RETENT

ION OF SUMS CHARGED AGAINST CONTRACTOR
When, under the pr
ovisions of this Contract or any applicable Laws or Regulations, City is authorized or required to withhold, deduct or charge any sum of money against Contractor, City may deduct and retain the amount of such charge from the amount of the next succeeding progress estimate (s), or from any other moneys due or that may become due Contractor from City. If, on completion or termination of the Contract, sums due Contractor are insufficient to pay City's charges, City shall have the right to rec over the balance from Contractor or its Sureties.

8. COMMEN

CEMENT AND PROSECUTION OF WORK
Contrac
tor shall commence the Work not later than fifteen (15) working days after the date of the written Notice to Proceed from City to Contractor and shall diligently prosecute the Work to final completion. The phase “commence the Work” means to engage in a continuous program on-site including, but not limited to, site clearance, grading, dredging, land filling and the fabrications, erection, or installation of the Work. The Notice to Proceed shall be issued within fifteen (15) calendar days following execution of the Agreement by the City and the filing by Contractor of the required Bonds and proof of insurance, provided that the Engineer may delay issuance of the Notice to Proceed if the Engineer determines in the Engineer’s sole discr etion that conditions on the site of the Work are unsuitable for commencement of the Work . After the Notice to Proceed is issued, the continuous prosecution of Work by Contractor shall be subject only to Excusable Delays as defined in this Agreement.

9. TIME OF C

OMPLETION
The entir
e Work shall be brought to completion in the manner provided for in the Contract Documents on or before 60 Working Days and 30 Days for Plant Establishment from the date of the Notice to Proceed (hereinafter called the “Completion Date”) unless extensions of time are granted in accordance with the Contract Documents.

Failure to c
omplete the entire Work by the Completion Date and in the manner provided for in the Contract Documents shall subject Contractor to liquidated damages as provided in this Agreement. Time is and shall be of the essence in the performance of the Contract and the Work.

10. PAYMEN

TS DO NOT IMPLY ACCEPTANCE OF WORK
The paym
ent of any progress payment, or the acceptance thereof by Contractor, shall not constitute acceptance of the Work or any portion thereof and shall in no way reduce the liability of Contractor to replace unsatisfactory work or material, whether or not the Form approved by City Attorney 6-23-23 5
unsatisfactory character of such work or material was apparent or detected at the time such payment was made.

11. ACCEPTAN

CE NOT RELEASE
Contra
ctor shall correct immediately any defective or imperfect work or materials that may be discovered before final acceptance of the entire Work, whether or not such defect or imperfection was previously noticed or identified by the City. The inspection of the Work, or any part thereof, shall not relieve Contractor of any of its obligations to perform satisfactory work as herein specified.

Failure or n
eglect on the part of City or any of its officers, employees or authorized agents to discover, identify, condemn or reject defective or imperfect work or materials shall not be construed to imply an acceptance of such work or materials , if such defect or imperfection becomes evident at any time prior to final acceptance of the entire Work, nor shall such failure or neglect be construed as barring City from enforcing Contractor’s warranty(ies) or otherwise recovering damages or such a sum of money as may be required to repair or rebuild the defective or imperfect work or materials whenever City may discover the same , subject only to any statutes of limitation that may apply to any such claim.

12. CITY'S

RIGHT TO TAKE POSSESSION OF THE WORK IN WHOLE OR IN PART The City
shall have the right at any time to enter upon the Work and perform work not covered by this Contract, or to occupy and use a portion of the Work, prior to the date of the final acceptance of the Work as a whole, without in any way relieving Contr actor of any obligations under this Contract.

13. NO W

AIVER OF REMEDIES
Neither
the inspection by City, its officers, employees or agents, nor any certificate or other approval for the payment of money, nor any payment for, nor acceptance of the whole or any part of the Work by City, nor any extensions of time, nor any position taken by City , its officers, employees or its agents shall operate as a waiver of any provision of the Contract Documents nor of any power herein reserved to City or any right to damages herein provided, nor shall any waiver of any breach of this Agreement be held to be a waiver of any other or subsequent breach. All remedies provided in the Contract Documents shall be taken and construed as cumulative; in addition to each and every other remedy herein provided, the City shall have any and all equitable and legal remedies that it would in any case have.

14. WARRANT
Y
Except a
s otherwise expressly provided in the Contract Documents, and excepting only items of routine maintenance, ordinary wear and tear and unusual abuse or neglect by City , Contractor warrants and guarantees all Work executed and all supplies, materials and devices of whatsoever nature incorporated in or attached to the Work, or otherwise provided as a part of the Work pursuant to the Contract, to be absolutely free of all defects of workmanship and materials for a period of one year after final acceptance of the entire Work by the City.

Form approved by City Attorney 6-23-23 6
Contractor shall repair or replace all work or material, together with any other work or material that may be displaced or damaged in so doing, that may prove defective in workmanship or material within this one year warranty period without expense or charge of any nature whatsoever to City.

In the eve
nt that Contractor shall fail to comply with the conditions of the foregoing warranty within ten (10) days after being notified of the defect in writing, City shall have the right, but shall not be obligated, to repair, or obtain the repair of, t he defect and Contractor shall pay to City on demand all costs and expense of such repair. Notwithstanding anything herein to the contrary, in the event that any defect in workmanship or material covered by the foregoing warranty results in a condition that constitutes an immediate hazard to public health or safety, or any property interest, or any person, City shall have the right to immediately repair, or cause to be repaired, such defect, and Contractor shall pay to City on demand all costs and expense of such repair. The foregoing statement relating to hazards to health, safety or property shall be deemed to include both temporary and permanent repairs that may be required as determined in the sole discretion and judgment of City.

In additio
n to the above, the Contractor shall make a written assignment of all manufacturer’s and other product warranties to the City, prior to completion and final acceptance of the Work by City.

The Co
ntractor’s Performance Bond shall secure the performance of the Contractor’s obligations under this Section 14, and the Contractor and its Surety shall be jointly and severally liable for these obligations.

15. LIQUI

DATED DAMAGES IF WORK NOT COMPLETED ON TIME
A. The ac
tual fact of the occurrence of damages and the actual amount of the damages that City would suffer if the entire Work, and/or any specified portion ther eof, were not completed within the time(s) specified herein are dependent upon many circumstances and conditions that could prevail in various combinations, and for this reason, it is impracticable and extremely difficult to fix the actual damages. Damages that City would suffer in the event of such delay include: loss of the use of the project; expenses of prolonged assignment to the project of an architectural and /or engineering staff; prolonged costs of administration, inspection, and supervision; increased operational expenses and/or impaired operation of other facilities dependent upon completion of the project; and the loss and inconvenience suffered by the public within the City of Sacramento by reason of the delay in the completion of the project or portion thereof. Accordingly, the parties agree, and by execution of this Agreement, Contractor acknowledges that it understands and agrees, that the amount(s) set forth herein as liquidated damages reflect the parties’ best efforts at the time of entering into the Contract to estimate the damages that may be incurred by City and the public due to the Contractor’s delay in completion of the Work and/or any specified portion thereof, and shall be presumed to be the amount of damages sustained by the failure of Contractor to complete the entire Work and/or any specified portion thereof within the time(s) specified herein.

Form approved by City Attorney 6-23-23 7
B. Contr
actor shall pay liquidated damages to City for failure to complete the entire Work by the Completion Date (as extended in accordance with the Contract Documents, if applicable) in the amount of $1,000/Day for each calendar day after the Completion Date (as extended in accordance with the Contract Documents, if applicable), continuing to the time at which the entire Work is completed. Such amount is the actual cash value agreed upon by the City and Contractor as the loss to City and the public resulting from Contractor's default.

The parti
es agree, and by execution of this Agreement, Contractor acknowledges that it understands and agrees, that the foregoing provisions provide for the imposition of liquidated damages from the Completion Date (as extended in accordance with the Contract Documents, if applicable) until the date of completion of the entire Work as determined by the Engineer in accordance with Section 8 -4 of the Standard Specifications, whether or not the Work or any portion thereof is claimed or determined to be substantially complete prior to such date of completion.

C. In th
e event Contractor shall become liable for liquidated damages, City, in addition to all other remedies provided by law, shall have the right to withhold any and all payments that otherwise would be or become due Contractor until the liability of Contractor under this section is finally determined. City shall have the right to use and apply such payments, in whole or in part, to reimburse City for all liquidated damages due or to become due to City. Any remaining balance of such payments shall be paid to Contractor only after discharge in full of all liability incurred by Contractor under this section or otherwise under any provision of the Contract Documents or any applicable Law or Regulation . If the sum so retained by City is not sufficient to discharge all such liabilities of Contractor, Contractor shall continue to remain liable to City until all such liabilities are satisfied in full. No failure by City to withhold any payment as specified above shall in any manner be construed to constitute a release of any such liabilities nor a waiver of the City’s right to withhold payment for such liabilities.

16. INDEMN

ITY AND HOLD HARMLESS
A. Contrac
tor shall defend, hold harmless and indemnify the City, its officers, employees, and agents, and each and every one of them, from and against any and all actions, damages, costs, liabilities, claims, demands, losses, judgments, penalties, costs and expenses of every type and description, whether arising on or off the site of the Work, including, but not limited to, any fees and/or costs reasonably incurred by City’s staff attorneys or outside attorneys and any fees and expenses incurred in enforcing this provision (hereafter collectively referred to as “Liabilities”), including but not limited to Liabilities arising from personal injury or death, damage to personal, real or intellectual property or the environment, contractual or other economic damages, or regulatory penalties, arising out of or in any way connected with performance of or failure to perform the Work by the Contractor, any subcontractor or agent, anyone directly or indirectly employed by Form approved by City Attorney 6-23-23 8
any of them or anyone for whose acts any of them may be liable, whether or not (i) such Liabilities are caused in part by a party indemnified hereunder, or (ii) such Liabilities are litigated, settled or reduced to judgment ; provided that the foregoing indemnity does not apply to liability for damages for death or bodily injury to persons, injury to property, or other loss, damage or expense to the extent arising from (i) the sole negligence or willful misconduct of, or defects in design furnished by, City, its agents, servants, or independent contractors who are directly responsible to City, or (ii) the active negligence of City.

B. The exis
tence or acceptance by City of any of the insurance policies or coverages described in this Agreement shall not affect or limit any of City’s rights under this Section 16, nor shall the limits of such insurance limit the liability of Contractor hereunder. The provisions of this Section 16 shall survive any expiration or termination of the Contract.

17. CONT

RACTOR SHALL ASSUME RISKS
Until the c
ompletion and final acceptance by City of all Work under this Contract, the Work shall be under Contractor's responsible care and charge, and Contractor, at no cost to City, shall rebuild, repair, restore and make good all injuries, damages, re -erections, and repairs occasioned or rendered necessary by accidental causes of any nature, to all or any portions of the Work.

18. GENE

RAL LIABILITY OF CONTRACTOR
Excep
t as otherwise herein expressly stipulated, Contractor shall perform all the Work and furnish all the labor, materials, tools, equipment, apparatus, facilities, transportation, power and light, and appliances, necessary or proper for performing and completing the Work herein required in the manner and within the time herein specified. The mention of any specific duty or liability of Contractor shall not be construed as a limitation or restriction of any general liability or duty of Contractor , and any reference to any specific duty or liability shall be construed to be solely for the purpose of explanation.

19. INSURA
NCE
During the
entire term of the Contract, Contractor shall maintain the insurance coverage described in this Section 19.

Full compe
nsation for all premiums that Contractor is required to pay for the insurance coverage described herein shall be included in the compensation specified for the Work performed by Contractor under this Contract. No additional compensation will be provided for Contractor’s insurance premiums. Any available insurance proceeds in excess of the specified minimum limits and coverages shall be available to the City.

It is unde
rstood and agreed by the Contractor that its liability to the City shall not in any way be limited to or affected by the amount of insurance coverage required or carried by Form approved by City Attorney 6-23-23 9
the Contractor in connection with this Contract.

A. Minimum Sco
pe & Limits of Insurance Coverage
(1) Comme
rcial General Liability Insurance providing coverage at least as broad as ISO CGL Form 00 01 on an occurrence basis for bodily injury, including death, of one or more persons, property damage, and personal injury, arising out of activities performed by or on behalf of Contractor and its subcontractors, products and completed operations of Contractor and its subcontractors, and premises owned, leased, or used by Contractor and its subcontractors, with limits of not less than two million dollars ($2,000,000) per occurrence. The policy shall provide contractual liability and products and completed operations coverage for the term of the policy.
(2) Automobile Liability Insurance providing coverage at least as broad as ISO Form CA 00 01 for bodily injury, including death, of one or more persons, property damage, and personal injury, with limits of not less than one million dollars ($1,000,000) per accident. The policy shall provide coverage for owned, non- owned, and/or hired autos as appropriate to the operations of the Contractor.

No auto
mobile liability insurance shall be required if Contractor completes the following certification:
“I cer
tify that a motor vehicle will not be used in the performance of any work or services under this agreement.” ________ (Contractor initials)
(3) Excess I
nsurance: The minimum limits of insurance required above may be satisfied by a combination of primary and umbrella or excess insurance coverage; provided that any umbrella or excess insurance shall contain, or be endorsed to contain, a provision that it shall apply on a primary basis for the benefit of the CITY, and any insurance or self-insurance maintained by CITY, its officials, employees, or volunteers shall be in excess of such umbrella or excess coverage and shall not contribute with it. (4) Worker
s’ Compensation Insurance with statutory limits, and Employers’ Liability Insurance with limits of not less than one million dollars ($1,000,000). The Workers’ Compensation policy shall include a waiver of subrogation in favor of the City.

Form approved by City Attorney 6-23-23 10
No Workers’ Compensation insurance shall be required if Contractor completes the following certification:
“I cer
tify that my business has no employees, and that I do not employ anyone. I am exempt from the legal requirements to provide Workers' Compensation insurance.” _________
(Contractor initials)
B. Addition
al Insured Coverage
(1) Comme
rcial General Liability Insurance: The City, its officials, employees, and volunteers shall be covered by policy terms or endorsement as additional insureds as respects general liability arising out of: activities performed by or on behalf of Contractor and its subcontractors; products and completed operations of Contractor and its subcontractors; and premises owned, leased, or used by Contractor and its subcontractors. (2) Autom
obile Liability Insurance: The City, its officials, employees, and volunteers shall be covered by policy terms or endorsement as additional insureds as respects auto liability.

C. Other Ins
urance Provisions
The poli
cies are to contain, or be endorsed to contain, the following provisions:
(1) Cont
ractor’s insurance coverage, including excess insurance, shall be primary insurance as respects City, its officials, employees, and volunteers.

Any insurance or self-insurance maintained by City, its officials, employees, or volunteers shall be in exc ess of Contractor’s insurance and shall not contribute with it.
(2) Any fai
lure to comply with reporting provisions of the policies shall not affect coverage provided to City, its officials, employees, or volunteers. (3) Cove
rage shall state that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.
(4) City wi
ll be provided with thirty (30) days written notice of cancellation or material change in the policy language or terms.

D. Accepta
bility of Insurance
Insuranc
e shall be placed with insurers with a Bests’ rating of not less than A:VI.

Self-insured retentions, policy terms or other variations that do not comply with Form approved by City Attorney 6-23-23 11
the requirements of this Section 3 must be declared to and approved by the City in writing prior to execution of this Contract.

E. Verification of Coverage

(1) Contractor shall furnish City with certificates and required endorsements evidencing the insurance required. Copies of policies shall be delivered to the City on demand. Certificates of insurance shall be signed by an authorized representative of the insurance carrier.

(2) For all insurance policy renewals during the term of this Contract, Contractor shall send insurance certificates reflecting the policy renewals directly to:

City of Sacramento
c/o EXIGIS LLC
P.O. Box 4668 ECM- #35050
New York, NY 10168-4668

Insurance certificates also may be faxed to (888) 355-3599, or e-mailed to:
[email protected]

(3) The City may withdraw its offer of contract or cancel this Contract if the certificates of insurance and endorsements required have not been provided prior to execution of this Contract. The City may withhold payments to Contractor or cancel the Contract if the insurance is canceled or Contractor otherwise ceases to be insured as required herein.

F. Subcontractors

Contractor shall require and verify that all subcontractors maintain insurance coverage that meets the minimum scope and limits of insurance coverage specified in subsection A, above.

20. FAILURE TO MAINTAIN BONDS OR INSURANCE

If, at any time during the performance of this Contract, Contractor fails to maintain any item of the bonds and/or insurance required under the Contract in full force and effect, Contractor shall immediately suspend all work under the Contract and notify C ity in writing of such failure. After such notice is provided, or if City discovers such failure and notifies Contractor, the City thereafter may withhold all Contract payments due or that become due until notice is received by City that such bonds and/or insurance have been restored in full force and effect and that the premiums therefor have been paid for a period satisfactory to the Division of Risk Management. Contractor shall not resume work until notified by City to do so , and the City shall have no responsibility or liability for any costs incurred by Contractor as a result of such suspension of Work.

Form approved by City Attorney 6-23-23 12

In addition to the foregoing, any failure to maintain any item of the required bonds and/or insurance at any time during the performance of this Contract will be sufficient cause for termination of the Contract by City.

The Contractor shall be solely responsible for, and shall defend, indemnify and hold harmless the City, its officers, employees and agents against and from, any and all damages, claims, losses, actions, costs or other expenses of any kind incurred by any party as a direct or indirect result of any suspension of Work or termination of the Contract under the provisions of this Section.

21. EXCUSABLE DELAYS

For the purpose of these Contract Documents, the term "Excusable Delay" shall mean, and is limited to, delay caused directly by : acts of God; acts of a public enemy; fires; inclement weather as determined by the Engineer; riots; insurrections; epidemics; quarantine restrictions; strikes; lockouts; sitdowns; acts of a governmental agency; priorities or privileges established for the manufacture, assemble, or allotment of materials necessary in the Work by order, decree or otherwise of the United States or by any department, bureau, commission, committee, agent, or admin istrator of any legally constituted public authority; changes in the Work ordered by City insofar as they necessarily require additional time in which to complete the Work; the prevention of Contractor from commencing or prosecuting the Work because of the acts of others, excepting Contractor's subcontractors or supplie rs; or the prevention of Contractor from commencing or prosecuting the Work because of a Citywide failure of public utility service.

The term "Excusable Delay" shall specifically not include: (i) any delay that could have been avoided by the exercise of care, prudence, foresight and diligence on the part of Contractor; (ii) any delay in the prosecution of any part of the Work that does not constitute a Controlling Operation, whether or not such delay is unavoidable; (iii) any reasonable delay resulting from time required by City for review of any Contractor submittals and for the making of surveys, measurements and inspection; and, ( iv) any delay arising from an interruption in the prosecution of the Work on account of reasonable interference by other Contractors employed by City that does not necessarily prevent the completion of the entire Work within the time specified. Excusable Delays, if any, shall operate only to extend the Completion Date (not in excess of the period of such delay as dete rmined by City) and shall not under any circumstances increase the amount City is required to pay Contractor except as otherwise provided in these Contract Documents.

22. CONTRACTOR TO SERVE NOTICE OF DELAYS

Whenever Contractor foresees any delay in the prosecution of the Work, and in any event as soon as possible (not to exceed a period of ten (10) calendar days) after the initial occurrence of any delay that Contractor regards as or may later claim to be an Excusable Delay, the Contractor shall notify the Engineer in writing of such delay and its cause, in order that the Engineer: (i) may take immediate steps to prevent if possible the occurrence or continuance of the delay ; or (ii) if this cannot be done, may determine whether the delay is to be Form approved by City Attorney 6-23-23 13
considered excusable, how long it continues, and to what extent the prosecution and completion of the Work are delayed thereby. Said written notice shall constitute an application for an extension of time only if the notice requests such an extension and sets forth the Contractor's estimate of the additional time required together with a full description of the cause of the delay relied upon.

After the completion of any part or whole of the Work, the Engineer, in estimating the amount due Contractor, will assume that any and all delays that may have occurred in its prosecution and completion were not Excusable Delays, except for such delays for which the Contractor has provided timely written notice as required herein, and that the Engineer has found to be excusable. Contractor shall not be entitled to claim Excusable Delay for any delay for which the Contractor failed to provide such timely written notice.

23. EXTENSION OF TIME

If the Contractor complies with Section 22, above, and the Engineer finds a delay claimed by the Contractor to be an Excusable Delay, the Contractor shall be allowed an extension of time to complete the Work that is proportional to the period of Excusable Delay determined by the Engineer, subject to the approval by City of a change order granting such time extension.

During a duly authorized extension for an Excusable Delay, City shall not charge liquidated damages against the Contractor for such delay.

If the City extends the time to complete the Work as provided herein, such extension shall in no way release any warranty or guarantee given by Contractor pursuant to the provisions of the Contract Documents, nor shall such extension of time relieve or release the sureties of the Bonds provided pursuant to the Contract Documents. By executing such Bonds, the Sureties shall be deemed to have expressly agreed to any such extension of time. The granting of any extension of time as provided herein shall in no way operate as a waiver on the part of City of its rights under this Contract , excepting only extension of the Completion Date for such period of Excusable Delay as may be determined by the Engineer and approved by a duly authorized change order.

24. NO PAYMENT FOR DELAYS

No damages or compensation of any kind shall be paid to Contractor or any subcontractor because of delays in the progress of the Work whether or not such delays qualify for extension of time under this Agreement; except that this provision shall not preclude the recovery of damages for a delay caused by the City that is unreasonable under the circumstances and that is not within the contemplation of the parties, provided that the Contractor timely submits all such written notice(s) and fully complies with such other procedures as may be specified in the Contract Documents or any Laws or Regulations for Contractor to claim damages for such delay.

25. CHANGES IN THE WORK

Changes in the Work authorized or directed in accordance with the Contract Documents and extensions of time of completion made necessary by reason thereof shall not in any way Form approved by City Attorney 6-23-23 14
release any warranty or guarantee given by Contractor pursuant to the provisions of the Contract Documents, nor shall such changes in the Work relieve or release the S ureties on Bonds provided pursuant to the Contract Documents. By executing such Bonds, the Sureties shall be deemed to have expressly agreed to any such change in Work and to any extension of time made by reason thereof.

26. TERMINATION AFTER COMPLETION DATE

In addition to any other rights City may have, if any services or work required under the Contract (including but not limited to punch list items) are not completed as of the Completion Date (as adjusted by any extensions of time for Excusable Delays granted pursuant to the Contract Documents), City may terminate the Contract at any time after the Completion Date ( as adjusted by any extensions of time for Excusable Delays granted pursuant to the Contract Documents), by providing a written notice to Contractor specifying the date of termination. Such notice also may specify conditions or requirements that Contractor must meet to avoid termination of the Contract on such date. If Contractor fails to fulfill all such conditions and requirements by such termination date, or, if no such conditions or requirements are specified, Contractor shall cease rendering services and performing work on such termination date, and shall not be entitled to receive any compensation for services rendered or work performed after such termination date. In the event of such termination, Contractor shall remain liable to City for liquidated damages incurred for any period of time prior to the termination date.

In addition to any other charges, withholdings or deductions authorized under the Contract or any Laws or Regulations, if City terminates the Contract pursuant to this section, City may withhold and deduct from any payment and/or retention funds otherwise due Contractor any sum necessary to pay the City's cost of completing or correcting , or contracting for the completion or correction of, any services or work under the Contract that are not completed to the satisfaction of the City or that otherwise are deficient or require correction as of such termination date, including but not limited to incomplete punch list items. Such costs shall include all of the City’s direct and indirect costs incurred to complete or correct such services or work, including the City’s administrative and overhead costs. If the amount of payment(s) and/or retention funds otherwise due the Contractor are insufficient to pay such costs, City shall have the right to recover the balance of such costs from the Contractor and/or its Surety(ies).

27. TERMINATION FOR CONVENIENCE

Upon written notice to the Contractor, the City may at any time, without cause and without prejudice to any other right or remedy of the City, elect to terminate the Contract for the convenience of City. In such case, the Contractor shall be paid (without duplication of any items, and after deduction and/or withholding of any amounts authorized to be deducted or withheld by the Contract Documents or any Laws or Regulations):

A. For Work executed in accordance with the Contract Documents prior to the effective date of termination and determined to be acceptable by the Engineer, including fair and reasonable sums for overhead and profit on such Work; Form approved by City Attorney 6-23-23 15

B. For reasonable claims, costs, losses, and damages incurred in settlement of terminated contracts with subcontractors, suppliers, and others; and

C. For reasonable expenses directly attributable to termination.

Contractor shall not be paid for any loss of anticipated profits or revenue for any Work not performed prior to termination, nor for any economic loss arising out of or resulting from such termination, except for the payments listed in this section. Contractor’s warranty under Section 14 of this Agreement shall apply, and Contractor shall remain responsible for all obligations related to such warranty, with respect to all portions of the Work performed prior to the effective date of the termination for convenience pursuant to this section . The City shall be entitled to have any or all remaining Work performed by other contractors or by any other means at any time after the effective date of a termination for convenience pursuant to this section.

28. TERMINATION FOR BREACH OF CONTRACT

If Contractor abandons the Work under this Contract, or if the Contract or any portion of the Contract is sublet or assigned without the consent of the City, or if the Engineer determines in the Engineer’s sole discretion that the conditions of the Contract in respect to the rate of progress of the Work are not being fulfilled or any part thereof is unnecessarily delayed, or if Contractor violates or breaches, or fails to execute in good faith, any of the terms or conditions of the Contract, or if Contractor refuses or fails to supply enough properly skilled labor or materials or refuses or fails to make prompt payment to subcontractors for material or labor, or if Contractor disregards any Laws or Regulations or proper instruction or orders of the Engineer, then, notwithstanding any provision to the contrary herein, the City may give Contractor and its Sureties written notification to immediately correct the situation or the Contract shall be terminated.

In the event that such notice is given, and, in the event such situation is not corrected, or arrangements for correction satisfactory to the City are not made, within ten (10) calendar days from the date of such notice or within such other period of time as may be specified by the City in the notice, the Contract shall upon the expiration of said period cease and terminate. In the event of any such termination, City may take over the Work and prosecute the Work to completion, or otherwise, and the Contractor and its Sureties shall be liable to City for any cost occasioned City thereby, as hereinafter set forth.

In the event City completes the Work, or causes the Work to be completed, no payment of any kind shall be made to Contractor until the Work is complete. The cost of completing the Work, including but not limited to, extra costs of project administration and management incurred by City, both direct or indirect, shall be deducted from any sum then due, or that becomes due, to Contractor from City. If sums due to Contractor from City are less than the cost of completing the Work, Contractor and its Sureties shall pay City a sum equal to this difference on demand. In the event City completes the Work, and there is a sum remaining due to Contractor after City deducts the costs of completing the Work, then City shall pay Form approved by City Attorney 6-23-23 16
such sum to Contractor. The Contractor and Contractor’s Sureties shall be jointly and severally liable for all obligations imposed on Contractor hereunder.

No act by City before the Work is finally accepted, including, but not limited to, exercise of other rights under the Contract, actions at law or in equity, extensions of time, payments, assessments of liquidated damages, occupation or acceptance of any part of the Work, waiver of any prior breach of the Contract or failure to take action pursuant to this section upon the happening of any prior default or breach of Contractor, shall be construed to be a waiver or estoppel of the City’s right to act pursuant to this Section upon any subsequent event, occurrence or failure by Contractor to fulfill the terms and conditions of the Contract. The rights of City to terminate the Contract pursuant to this Section and pursuant to Sections 26 and 27 are cumulative and are in addition to all other rights of City pursuant to the Contract and at law or in equity.

29. CONTRACTOR BANKRUPT

If Contractor should commence any bankruptcy proceeding, or if Contractor is adjudged a bankrupt, or if Contractor makes any assignment for the benefit of creditors, or if a receiver is appointed on account of Contractor's insolvency, then the City may, without prejudice to any other right or remedy, terminate the Contract and complete the work by giving notice as provided in Section 28 above.

30. SURETIES’ OBLIGATIONS UPON TERMINATION

If the City terminates the Contract pursuant to Section 28 or Section 29 above:

A. T he Surety under Contractor’s performance bond shall be fully responsible for all of the Contractor’s remaining obligations of performance under the Contract as if the Surety were a party to the Contract , including without limitation Contractor’s obligations, as provided in the Contract Documents, to complete and provide a one - year warranty of the entire Work, pay liquidated damages and indemnify, defend and hold harmless City, up to the full amount of the performance bond.

B. The Surety under Contractor’s payment bond shall be fully responsible for the performance of all of the Contractor’s remaining payment obligations for work, services, equipment or materials performed or provided in connection with the Work or any portion thereof, up to the full amount of the payment bond.

31. ACCOUNTING RECORDS OF CONTRACTOR

During performance of the Contract and for a period of three (3) years after completing the entire Work, Contractor shall maintain all accounting and financial records related to the Contract and performance of the Work in accordance with generally accepted accounting practices, and shall keep and make such records available for inspection and audit by representatives of the City upon reasonable written notice.

Form approved by City Attorney 6-23-23 17

32. USE TAX REQUIREMENTS

During the performance of this Agreement, CONTRACTOR, for itself, its assignees and successors in interest, agrees as follows:

A. Use Tax Direct Payment Permit: For all leases and purchases of materials, equipment, supplies, or other tangible personal property used to perform the Agreement and shipped from outside California, the Contractor and any subcontractors leasing or purchasing such materials, equipment, supplies or other tangible personal property shall obtain a Use Tax Direct Payment Permit from the California State Board of Equalization (“SBE”) in accordance with the applicable SBE criteria and requirements.

B. Sellers Permit: For any construction contract and any construction subcontract in the amount of $5,000,000 or more, Contractor and the subcontractor(s) shall obtain sellers permits from the SBE and shall register the jobsite as the place of business for the purpose of allocating local sales and use tax to the City.

Contractor and its subcontractors shall remit the self- accrued use tax to the SBE, and shall provide a copy of each remittance to the City.

C. The above provisions shall apply in all instances unless prohibited by the funding source for the Agreement.

33. NON-DISCRIMINATION IN EMPLOYEE BENEFITS

This Agreement may be subject to the requirements of Sacramento City Code Chapter

3.54, Non -Discrimination in Employee Benefits by City Contractors. The Contract Documents include a summary of the requirements of Sacramento City Code Chapter

3.54, entitled “Requirements of the Non- Discrimination in Employee Benefits Code.” By signing this Agreement, Contractor acknowledges and represents that Contractor has read and understands these requirements and agrees to fully comply with all applicable requirements of Sacramento City Code Chapter 3.54. If requested by City, Contractor agrees to promptly provide such documents and information as may be required by City to verify Contractor’s compliance. Any violation by Contractor of Sacramento City Code Chapter 3.54 constitutes a material breach of this Agreement, for which the City may terminate the Agreement and pursue all available legal and equitable remedies.

34. CONSIDERING CRIMINAL CONVICTION INFORMATION IN THE EMPLOYMENT

APPLICATION PROCESS

This Agreement may be subject to the requirements of Sacramento City Code Chapter

3.62, Procedures for Considering Criminal Conviction Information in the Employment Application Process. The Contract Documents include a summary of the requirements of Sacramento City Code Chapter 3.62, entitled “Ban-The-Box Requirements.” By signing this Agreement, Contractor acknowledges and represents that Contractor has read and Form approved by City Attorney 6-23-23 18
understands these requirements and agrees to fully comply with all applicable requirements of Sacramento City Code Chapter 3.62. If requested by City, Contractor agrees to promptly provide such documents and information as may be required by City to verify Contractor’s compliance. Any violation by Contractor of Sacramento City Code Chapter 3.62 constitutes a material breach of this Agreement, for which the City may terminate the Agreement and pursue all available legal and equitable remedies.

Contractor agrees to require its subcontractors to fully comply with all applicable requirements of Sacramento City Code Chapter 3.62, and include these requirements in all subcontracts covered by Sacramento City Code Chapter 3.62.

Form approved by City Attorney 6-23-23 19
IN WITNESS WHEREOF, the parties hereto have signed this Agreement on the date set for opposite their names.

CONTRACTOR
Under penalty of perjury, I certify that the
taxpayer identification number and all other
information provided here are correct.

DATE BY_________________________________
____________________________________
Print Name
____________________________________
Title
DIR Registration # 1000000381
____________________________________
Federal ID# 522450453
____________________________________
State ID# 248-87697
____________________________________
City o f Sa cramento B usiness Op eration Ta x
Certificate No. (City will not award contract until
Certificate Number is obtained)
BOTC # 140622 Exp. 03/31/2026
Type of Business Entity (check one):
_____ Individual/Sole Proprietor
_____ Partnership
__x__ Corporation
_____ Limited Liability Company
_____Other (please specify:________________)
CI

TY OF SACRAMENTO
a municipal corporation
DATE BY _________________________________
For: Leyne Milstein, Interim City Manager
Original Approved As To Form: Attest:

City Attorney City Clerk
Rick Correa (Apr 25, 2025 13:20 PDT)

RICK CORREA

CHIEF OPERATING OFFICER

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/7/1/14/3/13/41/i255/0/1/14/8/9/4/12/3/4/8/11/15/i255/16/3/4/1 /27/26/27/27/30/26/31/30/26/25
/7/1/14/3/13/41/i255/0/1/14/8/9/4/12/3/4/8/11/15/i255/32/42/43/8/12/3/4/8/11/15 /27/26/27/33/30/26/34/30/35/26
/16/12/8/44/1/12/i255/39/45/15/46/45/20/20/i255/10/3/37/2/8/15/14/40/47/1/3/22/9/4/1/12/i255/39/23/11/12/48/i255/11/15/i255/3/i255/13/11/15/9/4/12/37/13/4/8/11/15/i255/9/8/4/1/40 /47/1/12/22/9/i255/49/i255/24/11/15/5/8/4/8/11/15/9
/18/12/8/44/3/13/41/i255/18/11/2/8/13/41
/16/8/9/13/2/3/8/22/1/12
/50/11/15/5/8/9/13/12/8/22/8/15/3/4/8/11/15/i255/50/11/4/8/13/1 /38/13/13/1/9/9/8/51/8/2/8/4/41
/24/11/43/41/12/8/14/52/4/i255/27/26/27/28/i255/29/4/3/4/1/i255/11/20/i255/24/3/2/8/20/11/12/15/8/3 /0/1/2/3/4/5/3/6/7/8

LABOR COMPLIANCE REQUIREMENTS
A summary of the labor compliance requirements will be presented at the pre-construction meeting. However, please read the attached documents relating to the labor compliance requirements and expectations for this project. You will be required to sign the labor compliance acknowledgment at the pre-construction meeting if you are awarded the project. For any questions regarding these requirements, please contact Patricia Saylor at [email protected].

Each contractor and subcontractor (at all levels/tiers) is required to submit certified payrolls and labor compliance documentation electronically at the discretion of and in the manner specified by, the City of Sacramento.

Electronic submittal will be through a web-based system, accessed on the World Wide Web by a web browser. Each contractor and subcontractor will be given a Log On identification and password to access the City of Sacramento reporting system, currently LCPTracker.

Use of the system may entail additional data entry of weekly payroll information including; employee identification, labor classification, total hours worked and hours worked on this project, wage and benefit rates paid, etc. It is the responsibility of the contractor and subcontractors to manually enter their data into LCPtracker if their payroll system doesn’t transfer directly to LCPtracker, meeting the required deadlines for those documents.

This requirement ‘flows down’ to every lower-tier subcontractor and vendor required to provide labor compliance documentation.

All labor compliance requirements must be met by all contractors, sub-contractors, and sub- tier contractors. Failure to meet the labor compliance requirements will result in your pay request or invoice being rejected. No payment shall be made by the City until full compliance has been met. Partial payments/partial withholdings will not be authorized.

This form must be signed by the Prime Contractor and all subcontractors.

Public Works Contractor Responsibilities
• Register as a public works contractor prior to bidding or working on this project • Pay prevailing wages
• Follow apprenticeship requirements
• Maintain and submit certified payroll records
Pursuant to Labor Code Section 1776 (h), the City of Sacramento will impose penalties of $100 per day per worker for each day the documentation that is requested is considered late (beyond the 10 days from when notice is given), even if the information you eventually submit is found to be correct. All requested documentation must be uploaded to LCPtracker.

Prevailing Wage Requirements
• State Prevailing Wage Determinations https://www.dir.ca.gov/OPRL/DPreWageDetermination.htm * Single asterisk indicates that this wage determination can be used for the life of the contract. **Double asterisk indicates that this wage determination includes predetermined increases. • All workers employed in the execution of a public works project, including sole proprietors, partners, and corporate officers, m ust be paid not less than the specified prevailing wage rates for the type of work performed. Reference: Labor Code 1774
• Overtime must be paid for all hours over 8 in a c alendar day and 40 hours in a week. Violations m ay subject the contractor to a state penalty of $25 per day per worker. References: Labor Code 1810-1815 • Saturday/Sunday premium rates are applicable as indicated on prevailing wage determinations. • When required, shift differential rates m ust be paid for class ifications which include a shift determination.
• Subsistence/Zone pay must be shown on the fringe benef it statement if not shown on certified payroll.

The contractor must make applicable travel and subsistence payments in accordance with Department of Industrial Relations wage determinations. Reference: Labor Code 1773.1 • Prevailing wage determinations and other job site postings are mandatory to be posted at the job site for workers review. Reference: Labor Code 1773.2 https://www.dir.ca.gov/wpnodb.html • Contractors violating prevailing wage requirements are subject to a penalty of up to $200 per day per worker, paid in addition to any wage underpay ments. Liquidated da mages in the a mount of the wage underpayments may also apply. Reference: Labor Code 1775 Apprenticeship Requirements
https://www.dir.ca.gov/Public-Works/Apprentices.html
https://www.dir.ca.gov/DAS/DASApprenticesOnPublicWorksSummaryOfRequirements.htm https://www.dir.ca.gov/DAS/PublicWorksForms.htm
• DAS140 - Submit contract award information for each craft required on the project using the DAS 140 form https://www.dir.ca.gov/DAS/DASForm140.pdf The DAS140 must be submitted to the applicable committee(s) within 10 days of the date of the prime or subcontract but in no event later than the first day the contractor has workers employed on the public works project . This form must be uploaded to LCPtracker with proof of service. Proof of service must be certified mail or email receipt only.

Meadows Park Phase 3
(PN: L19138120)
Bid #B25191121005
Labor Compliance Requirements
o If you are approved to train apprentice s, you must send the contract award information to your apprenticeship committee.
o If you are not approved to train apprentices, you must send the DAS 140 to EVERY apprenticeship committee in the geographic area of the public works project that can supply apprentices to the site of the public works project.
• DAS 142 - Contact the applicable apprenticeship committee to request apprentices for each craft or trade on your project using the DAS 142 form . https://www.dir.ca.gov/DAS/DASForm142.pdf The form must be submitted at least three business days before apprentices are requir ed. This form must be uploaded to LCPtracker with proof of service. Proof of service must be certified mail or email receipt only. • Employ apprentices in the correct ratio . Be sure to employ one hour of apprentice work for every five hours performed by a journeyman level worker. Complaints or violations regarding apprentice ratios will be referred to the DAS. Reference CCR 16434 (c).
• Proof of registration in a California approved apprenticeship program is required for all apprentices and must be uploaded to LCPtracker with the first payroll on which the apprentice appears. Once uploaded, you must request an apprentice approval from the City’s Labor Compliance Officer before your payroll can be submitted. https://www.dir.ca.gov/DAS/appcertpw/AppCertSearch.asp Reference: Labor
Code 1777.5
• CAC2 - Make training fund contributions in the amount established in the prevailing wage rate – either to the applicable apprenticeship committee, or the California Apprenticeship Council (CAC) . https://www.dir.ca.gov/DAS/tf/cac2.asp Training Fund Contributions are due on the 15th of each month.

This form must be uploaded to LCPtracker.
• Proof of Training Fund Contributions - Proof of training fund payment must be uploaded to LCPtracker and is due on the 15th of the following month. Acceptable proof is a Union status letter, copy of cashed check (front and back) or a letter from the CAC. The letter from the CAC can be obtained by visiting https://www.dir.ca.gov/CAC/trainingfund/Tfsearch.html
Certified Payroll Records
• Certified Payroll Reports (CPR’s) Contractors and subcontractors are required to submit CPR’s to the City using LCPTracker and to the Labor Commissioner using DIR's electronic certified payroll reporting system. Payroll must be at least bi -weekly, and CPR’s are due within ten (10) days of pay period end date .

CPR’s shall contain the same information for compliance with LC § 1776. https://www.dir.ca.gov/Public- Works/Certified-Payroll-Reporting.html
• Non-Performance Payroll Report I f there is five or more consecutive non -workdays within any single pay period you must submit a non-performance CPR. Payroll must be at least bi -weekly and Non - Performance CPR’s are due within ten (10) days of pay period end date. • Fringe Benefit Statement: A fringe benefit statement breaking down fringes p aid in cash or contributions to plans/programs are due with first certified payroll report and anytime the fringe benefits change. If paying to a program, list the program information. Documentation that the amount stated on the fringe benefit statement is being paid on the employees’ behalf may be requested for validation. • Other Deductions –Any “other deductions” listed on a CPR needs to be explained on the CPR and must be expressly authorized in writing by the employee. Letter of deduction authorization must be uploaded to LCPtracker. If a court order mandates the deductions, upload a copy of the order to LCPTracker.

Use and Listing of Subcontractors & Suppliers
The prime contractor is responsible for work performed and compliance met by all subcontractors. The Prime Contractor shall perform with its own organization and with the assistance of workers under its immediate superintendence, work of a value not less than twenty percent (20%) of the value of all work in the contract.

The Sub
letting and Subcontracting F air Practices Act re quires pri me contract ors to lis t, at bid tim e, all subcontractors (including concrete deliveries) who will perform work in excess of one-half of one percent of the total bid amount or $10,000, whichever is gr eater. For building projects, subcontractors who will p erform work in excess of one -half of one percent must be listed. The prime m ust use those subs as listed at bid time unless a written substitution is requested and approved in writing by the Contracts Specialist and Project Manager before substitution. References: Public Contract Code 4100-4114; Standard Specifications 5, Control of Work
Failure to comply with the requirements of the Subletting and Subcontracting Fair Practices Act may result in a penalty of 0- 10 percent of th e subcontract involved and a referral to the Contractors State License Board.

Reference: Public Contract Code 4110-4111
• PW300 All contractors, subcontractors, sub-tier contractors (including concrete delivery companies) are required to submit a PW300 form prior to start of work listing all their subcontractors and suppliers hired to perform work or supply product for the project. Anytime a change is made a new PW300 form must be submitted.

Pay Requests
The City will draft monthly pay request on the 20 th of each month for work performed thru the 20 th of each month. The City inspector will meet with the contractor to agree on quantities for work performed thru the 20 th of each month. The City inspector will fill in the quantities agreed upon, have the contractor sign the draft and the inspector will sign the draft. The City inspector will return the draft to the Contracts & Compliance Specialist for labor compliance review no later than the 25th of each month. If labor compliance is required and has not been met, the Labor Compliance Officer will email the contractor with a list of deficiencies that must be resolved before payment can be approved. By signing below, it is understood that all labor compliance requirements must be met by all contractors, sub -contractors, and sub -tier contractors and f ailure to meet the labor compliance requirements will result in your pay request or invoice being rejected. No payment shall be made by the City until full compliance has been met. Partial payments/partial withholdings will not be authorized. O nce labor compliance has been cleared, upon approval by the Labor Compliance Officer , a final pay request will be routed by the City for signatures and processing. The Labor Compliance Officer will upload a copy of the final signed pay request to LCPTracker.

Completion of Project
• Form 264 The Contractor Notification of Completion must be uploaded into LCPTracker. This form is due at the end of the project once all punch list items have been completed and the NOC has been requested to be filed.

In accordance with city policy and contract documents, the undersigned contractor herein certifies that it will comply with the foregoing prevailing wage requirements; and fully understands that failure to comply with these requirements will subject it to the penalties cited herein.

Contractor Signature Contractor Printed Name
Title Date
All of
the forms discussed in this document can be found in LCPTracker under the eDocuments tab.

Prevailing Wages
You must b
e paid not less than the wage rates listed in the Department of Industrial Relations wage decisions posted with this notice for the work you perform.

Overtime
You must b
e paid not less than the overtime rates listed in the Department of Industrial Relations wage decisions posted with this notice for the work you perform.

Enforcement
Contract paym
ent can be withheld to ensure workers receive wages and overtime pay due. A contractor who falsifies certified payroll records or induces wage kickbacks may be subject to civil or criminal prosecution, fines and/or imprisonment.

Apprentices
Apprentice r
ates apply only to apprentices properly registered under the State of California apprenticeship programs.

Who to Call for Questions
If you do
not receive proper pay for the work you perform, or require further information on the applicable wages, contact the Labor Compliance Officer listed below:

For Labor Compliance Questions or Concerns for the above referenced project, please contact:

This notice must be posted on the job site at all times with the required job postings and DIR wage determinations associated with this project.

Rachel Trujillo
Contract and Compliance Specialist
Park, Planning, and Development Services
Department of Youth, Parks & Community Enrichment
City of Sacramento
p. (916) 808-6020
e. [email protected]
1 NOTICE REGARDING ASSEMBLY BILL 626
Assembly Bill 626 (AB 626), signed into law September 29, 2016, established a new claim resolution process for public works project contracts entered into on or after January 1, 2017.

AB 626 is codified in Section 9204 of the California Public Contract Code. Section 9204 remains in effect until January 1, 2020, and as of that date will be repealed unless another statute extends or deletes this sunset date.

Public Contract Code Section 9204 applies to any “claim,” as defined in Section 9204, which is presented by the Contractor to the City. Section 9204 defines a “claim” as a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (1) a time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City; (2) payment by the City of money or damages arising from work done by, or on behalf of, the Contractor pursuant to the Contract and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled; or (3) payment of an amount that is disputed by the City.

If Contractor presents a claim to the City in accordance with the provisions of Public Contract Code Section 9204 (hereafter referred to as a “Claim”), the process specified in Section 9204 will
be followed, and the provisions of Section 4-8 (Disputed Claims) and Section 4-9 (Review by Claim Review Committee and Issuance of Decision by Department Director) of the City’s Standard Specifications for Public Construction will not apply to the Claim. Contractor’s Claim shall comply with the provisions of Section 4-7 (Notice of Claims for Additional Compensation or Damages) of the City’s Standard Specifications or Contractor shall give a separate written notice of potential claim that complies with the requirements specified in Section 4-7, except in any case where compliance with the requirements specified in Section 4-7 would conflict with Public Contract Code Section 9204.

Subsection (e) of Public Contract Code Section 9204 requires that the text of Section 9204 or a summary be set forth in the plans or specifications for any public works project that may give rise to a claim under Section 9204.

The full text of Public Contract Code Section 9204 is as follows:
9204.
(a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.

NOTE: AB 456 EXTENDS THE OPERATION OF THIS CLAIM RESOLUTION PROCESS UNTIL JANUARY 1, 2027 2 (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project.
(B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled.
(C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project.
(3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
3 (ii) The Department of Transportation as to any project under the jurisdiction of that department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department.
(vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind.
(5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor.
(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the 4 claimant a written statement identifying the disputed portion and the undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply. (2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. 5 (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section.
(f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the 6 commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations. (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.

NOTE: AB 456 EXTENDS THE OPERATION OF THIS CLAIM RESOLUTION PROCESS UNTIL JANUARY 1, 2027 26 Ban‐the‐Box Requirements
BAN‐THE‐BOX REQUIREMENTS

INTRODUCTION

On September 6, 2016, the City of Sacramento enacted an ordinance regarding criminal conviction information in the employment application process (the “Ban‐the‐Box Ordinance”), which added Chapter 3.62 to the Sacramento City Code and amended Section 2.40.050 of the Sacramento City Code. The Ban‐the‐Box Ordinance prohibits “covered employers” from
asking an applicant for employment to disclose, orally or in writing, information concerning the criminal conviction history of the applicant, including any inquiry about criminal conviction history on any employment application, until the employer has determined the applicant meets the minimum employment qualifications stated in any notice issued for the position.

APPLICATION

“City Contract”

The Ban‐the‐Box Ordinance applies to all “city contracts.” The term “city contract” means a contract awarded after January 1, 2017 to a “covered employer” for services or a public project in return for compensation of $100,000 or more. The term “city contract” includes contracts for services or public projects that were awarded for an amount less than $100,
000, but were amended to increase the total compensation to $100,000 or more.

The Ban‐the‐Box Ordinance also applies when the aggregate value of all contracts for services or public projects the City has awarded to the same “covered employer” within the previous 12 months is $100,000 or more.

The Ban‐the‐Box Ordinance does not apply to: (1) contracts awarded by the Cit y Manager in response to an
emergency; and (2) contracts for the purchase or lease of equipment, supplies, or other personal property, even if they include incidental services such as delivery, installation, or maintenance.

“Covered Employer”

The Ban‐the‐Box Ordinance only applies to “covered employers.” The term “covered employer” means a person who is a party to a “city contract” and has at least 20 employees working either full or part time. The number of employees that a contractor has is determined by adding the contractor’s employees and the employees of any “related person.” A person is a “related person” when any of the following circumstances exists:

(1) The person and
the person that is a party to a “city contract” are both corporations and:
(a) Share a majority of members of their governing boards; or (b) Have two or more officers in common; or
(c) Are controlled by the same majority shareholder or shareholders (control means more than 50% of the corporation’s voti
ng power); or
(d) Are in a parent‐subsidiary relationship (such a relationship exists when one corporation directly or indirectly owns shares possessing more than 50% of another corporation’s voting power). (2) The person otherwise controls and
directs, or is controlled and directed by, the person that is a party to a city contract, as determined by the City Manager, or City Manager designee.

27 The term “covered employer” includes a subcontractor providing services under a “city contract” if the subcontractor has at least 20 employees, whether full‐ or part‐time, or the amount of the subcontract is at least 25% of the amount of the “city contract.”

The term “covered employer” does not include any unit of federal, state or local government.

Exceptions

The Ban‐the‐Box Ordinance provisions do not apply to: (1) a position for which a “covered employer” is otherwise required by law to conduct a criminal conviction history background check; or (2) a position that will not involve work pursuant to a “city contract.” Additionally, the Ban‐the‐Box Ordinance does not prevent a “covered employer” from conducting a criminal conviction history background check in subsequent stages of the application process after
initially determining whether the applicant meets the minimum employment qualifications.

COMPLIANCE

It is the contractor’s responsibility to determine whether the aggregate value of $100,000 or more has been met, and to notify the City in writing whenever this is the case. It is also the contractor’s responsibility to ensure that
all of its subcontractors who are covered by the Ban‐the‐Box Ordinance comply with the provisions of the Ban‐ the‐Box Ordinance by including these requirements in all subcontracts covered by the Ban‐the‐Box Ordinance.

VIOLATIONS AND MONITORING

The Ban‐the‐Box Ordinance provides that any violation of the Ban‐the‐Box Ordinance by a “covered employer” constitutes
a material breach of the contract, and authorizes the City to terminate the contract. The City may also enforce the Ban‐the‐Box Ordinance by investigating any allege d violation (but any failure of the City to investigate does not create a right of action against the City). The City may further require “covered employers” to verify compliance.

DECLARATION OF COMPLIANCE

To assure compliance with the Ban‐the‐Box Ordinance, any person or entity entering into a contract to provide services or a public project to or for th
e City, after January, 1, 2017, is required to provide the City with a signed Declaration of Compliance in the form specified by the City prior to the City’s execution of the contract. The Declaration of Compliance shall be signed by a duly authorized representative of the person or en tity entering
into the contract, and when accepted by the City, shall constitute part of the contract.

ADDITIONAL INFORMATION

For a complete description of the Ban‐the‐Box Ordinance provisions related to City contracts, refer to the Ban‐ the‐Box Ordinance, codified
at Sacramento City Code Chapter 3.62. The Sacramento City Code is available on the internet at www.cityofsacramento.org.

For more information on the City’s Ban‐the‐Box Ordinance, contact Procurement Services at 916‐808‐6240.

Assembly Bill No. 456
CHAPTER 489
An act to amend Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor October 3, 2019. Filed with Secretary of State October 3, 2019.]
legislative counsel’s digest
AB 456, Chiu. Public contracts: claim resolution.

Existing law prescribes v
arious requirements regarding the formation,
content, and enforcement of state and local public contracts. Existing law establishes, until January 1, 2020, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project against a public entity, as defined. Existing law defines a claim for these purposes as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.

This bill would extend the operation of this claim resolution process until January 1, 2027.

The people of the State of California do enact as follows:

SECTION 1.

Section 9204 of the Public Contract Code is amended to
read:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article

7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and
Article 1.5 (commencing
with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by re gistered
mail or certified mail with return receipt requested, for one or more of the following:

96 (A)  A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project.
(B)
Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled.
(C)  Payment of an amount that is disputed by the public entity. (2)  “Contractor” means an
y type of contractor within the meaning of
Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project.
(3)
(A)  “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, di vision, bureau, board,
or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency.
(B)  “Public entity” shall not include the following:
(i)  The Department of
Water Resources as to any project under the
jurisdiction of that department.
(ii)  The Department of
Transportation as to any project under the
jurisdiction of that department.
(iii)  The Department of P
arks and Recreation as to any project under the
jurisdiction of that department.
(iv)
The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of T
itle 7 of Part 3 of the Penal Code.
(v)  The Military Department as to any project under the jurisdiction of that department.
(vi)  The Department of General Services as to all other projects. (vii)
The High-Speed Rail
Authority.
(4)  “Public w
orks project” means the erection, construction, alteration, repair, or improv
ement of any public structure, building, road, or other public improvement of any kind.
(5)  “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor
.
(d)  (1)  (A)  Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to e
xceed 45 days, shall provide the claimant
a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a 96 —
2 — Ch. 489

contractor may, by mutual agreement, extend the time period provided in this subdivision.
(B)  The claimant shall furnish reasonable documentation to support the claim.
(C)  If the public entity needs appro
val from its governing body to provide
the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D)  Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2)
(A)  If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B)
Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed.

Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral ev
aluation or a dispute review
board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. 96 Ch.
489 — 3 —

(D)  Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further oblig
ation under Section 20104.4 to mediate after litigation has been commenced.
(E)  This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract
Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3)  Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety.

A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lo
wer tier subcontractor lacks legal standing
to assert a claim against a public entity because privity of contract does not e
xist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on their own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor.

The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e)  The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may gi ve rise to a
claim under this section.
(f)  A waiver of the rights granted by this section is void and contrary to public policy, pro
vided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g)  This section applies to contracts entered into on or after January 1, 2017.
(h)  Nothing in this section shall impose liability upon a public entity that mak
es loans or grants av
ailable through a competitive application process,
for the failure of an awardee to meet its contractual obligations. 96 — 4 — Ch. 489

(i) This section shall remain in effect only until January 1, 2027, and as of that date is repealed, unless a later enacted statute that is enacted before January 1, 2027, deletes or extends that date.

O
96 Ch. 489 — 5 —

CITY OF SACRAMENTO LBE PROGRAM - 5/31/2023

REQUIREMENTS FOR THE LOCAL BUSINESS ENTERPRISE PROGRAM
(LBE Program)

1. INTRODUCTION

The City of Sacramento has a Local Business Enterprise (LBE) Program to provide enhanced opportunities for local businesses to participate in the City's procurement and contracting activities. The Program began with an LBE Preference for bid and proposal evaluation. The Program was then expanded to require minimum LBE Participation levels in specific procurement opportunities.

2. APPLICATION

As summarized in the table below, there are two components to the LBE Program:

a. LBE Preference: For certain contracts, a 5% LBE Preference is applied during the bid evaluation process.
b. LBE Participation Requirement: For certain contracts, a minimum 5% LBE participation level is required for a bidder to be considered responsive.

Contracts Under $250,000 Contracts $250,000 or more

Goods
Non-
Professional
Services

Professional
Services

Public
Projects

Goods
Non-
Professional
Services

Professional
Services

Public
Projects
Apply 5% LBE
Preference* YES YES YES YES NO NO YES NO
Apply 5%
Minimum LBE
Participation
Requirement

YES

YES
* LBE Preference only applies if the proposed prime contractor qualifies as an LBE.

Local Business Enterprise: A Local Business Enterprise (“LBE”) means a business enterprise, including but not limited to, a sole proprietorship, partnership, limited liability company, corporation, or other business entity that has a “legitimate business presence” within City limits or the unincorporated area of Sacramento County.

A “legitimate business presence” within City limits or the unincorporated area of Sacramento County means:

a. An established business entity operating within the selected areas for at least 12 consecutive months prior to submission of bid; and
CITY OF SACRAMENTO LBE PROGRAM - 5/31/2023
b. Legally operating a location in the City of Sacramento or unincorporated area1 of Sacramento County that is either:
(1) a principal business office or workspace; or
(2) a regional, branch, or satellite office with at least one full-time employee.

To qualify as an LBE, firms must meet these two requirements prior to the deadline for submission of bids or proposals. Upon the request of the City, firms shall provide proof of legally operating a location within City limits or the unincorporated County with the following documents:
- Tax returns for the business;
- Utility bill in the name of the business;
- Business license; and/or
- Secretary of State filings.

Exceptions from LBE Preference and Participation Requirements The LBE Program does not apply to procurement processes for contracts funded with federal funds, goods or services purchased through cooperative purchase agreements, or contracts entered into in response to a declared emergency.

3. LBE PREFERENCE

For contracts under $250,000, firms that qualify as an LBE will receive a 5% preference on all City procurement opportunities. For professional service contracts only, this preference also applies to procurement opportunities of $250,000 or more. The proposed prime contractor must qualify as an LBE to receive LBE preference points. Utilizing an LBE subcontractor is not a basis for receiving LBE preference points.

For contracts to be awarded in response to a solicitation for bids, a bid or quotation submitted by a firm that qualifies as an LBE will receive a 5% bid evaluation preference for the purpose of determining the lowest responsible bidder. This means that, for bid evaluation purposes, the total price bid by an LBE shall be reduced by 5%. However, this reduction only applies for bid evaluation purposes, and the resulting contract or purchase order will reflect the actual amount bid by the LBE.

For contracts awarded in response to a solicitation for proposals or qualifications, a firm that qualifies as an LBE shall receive additional points during the scoring process, so the final score

1 “Unincorporated area” generally refers to the part of a county that is not part of any city. The unincorporated area of Sacramento County does not include the cities of Citrus Heights, Elk Grove, Folsom, Galt, Isleton, Rancho Cordova , Rancho Cordova, and Sacramento.
(see https://www.saccounty.gov/Government/Pages/CitieswithintheCounty.aspx ).

CITY OF SACRAMENTO LBE PROGRAM - 5/31/2023
awarded to the LBE is increased by 5% of the total possible evaluation points.

The City Manager does not have the authority to waive the application of the LBE Preference.

Only the City Council can waive the application of the LBE Preference. No waiver is required for procurements that are otherwise excluded from the LBE Program (as listed above), including federally funded purchases.

4. LBE PARTICIPATION REQUIREMENT

For non-professional service, professional service, and public project contracts of $250,000 or more, a minimum 5% LBE participation level is required. To receive credit for the 5% minimum participation requirement, bidders must either (a) be an LBE, or (b) subcontract with a qualified LBE.

Under City Code section 3.60.270, when the City establishes a minimum participation level for LBE's on a contract, no contractor shall be considered responsive unless its bid or proposal meets the minimum LBE participation level required.

The City Manager (or designee) has the authority to waive or reduce the LBE Participation requirements on some procurement opportunities prior to acceptance of bids or proposals.

PARTICIPATION LEVEL

LBE Participation: The percentage of LBE participation is determined based on the dollar value of the work to be performed. LBE credit may be obtained by utilizing LBE qualified subcontractors or suppliers, as outlined below.

Participation Credit: To receive credit for LBE participation:

1. An LBE contractor or subcontractor must: (1) be responsible for the execution of a distinct element of the work; (2) possess any license or certification required for the work; and (3) actually perform, manage, or supervise the work without subcontracting or otherwise shifting any portion of the work to another subcontractor.

2. An LBE supplier must: (1) furnish materials or equipment that the supplier sells as a recurring, although not necessarily primary, part of its business; and (2) the materials or equipment must be necessary for performance of the work.

Suppliers: Credit for an LBE supplier of materials or equipment is counted as 100% of the amount paid to the supplier for the materials or equipment. To receive this credit, LBE Suppliers must be listed on a Subcontractor and LBE Participation Verification Form and submitted with a bid or proposal.

CITY OF SACRAMENTO LBE PROGRAM - 5/31/2023

Subcontractors (including Truckers): To receive credit for an LBE subcontractor, the subcontractor must be listed on a Subcontractor and LBE Participation Verification Form and submitted with a bid or proposal.

Truckers: Credit for an LBE trucker is counted as 100% of the amount paid to the trucker for trucking/hauling services, not including any amount paid to the Trucker for the cost of any materials or equipment being transported by the Trucker.

CONTRACTOR AND SUBCONTRACTOR REQUIREMENTS2

LBE Records: The Contractor shall maintain records of all subcontracts with verified LBE subcontractors and records of materials purchased from verified LBE suppliers for one year after receiving final payment from the City. Such records shall show the name and business address of each LBE subcontractor or supplier and the total dollar amount actually paid to each LBE subcontractor or supplier.

No later than 30 days after completion of the work performed under the contract, a summary of these records shall be prepared, certified correct by the Contractor's authorized representative and furnished to the City. The Contractor shall provide such other information, records, reports, certifications or other documents as may be required by the City, to determine compliance with any provision of the LBE Program or these specifications.

Performance of LBE Subcontractors and Suppliers: The LBE subcontractors and suppliers listed by the Contractor shall perform the work and supply the materials or equipment for which they are listed on the Subcontractor and LBE Participation Verification Form, unless the Contractor has received prior written authorization from the City to perform the work with other forces or to obtain the materials or equipment from other sources. Reasons for requesting such authorization would include:

1. The liste
d LBE subcontractor or supplier fails to execute a written contract based upon the general terms, conditions, plans, and specifications for the project.

2. The listed LBE subcontractor or supplier becomes bankrupt or insolvent.

3. The listed LBE subcontractor or supplier fails to meet the bond requirements of the Contractor.

4. The work performed or the materials or equipment provided by the listed LBE subcontractor or supplier are unsatisfactory or are not in accordance with the plans and specifications.

5. The listed LBE subcontractor or supplier fails to perform its contractual obligations.

2 These requirements only apply to the LBE Participation component of the LBE Program CITY OF SACRAMENTO LBE PROGRAM - 5/31/2023

6. It would be in the best interest of the City.

Subcontractor Substitution: No subs titution of an LBE subcontractor shall be made at any time without compliance with the Subletting and Subcontracting Fair Practices Act. If an LBE subcontractor is unable to perform successfully and is to be replaced, the Contractor shall make reasonable efforts to replace the original LBE subcontractor with another verified LBE subcontractor. The new LBE subcontractor must be verified at the time of substitution.

CITY OF SACRAMENTO LBE PROGRAM - 5/31/2023
Reporting and Utilization Requirements and Sanctions: Failure to provide specific information, records, reports, certifications or any other documents required for compliance with these specifications, or failure to utilize one or more LBE's in substantial compliance with the LBE utilization indicated in the Contractor's bid or proposal (unless otherwise authorized by the City as provided herein, or when such failure results from changes to the work approved by the City), shall be considered a breach of the contract.

A deducti
on may be made from the contract amount and the deduction shall not be more than 10% of the value of the work or materials or equipment that the subject LBE(s) were listed to perform or provide in the Contractor's bid or proposal. Deduction shall be made from any payment due the Contractor. This is in addition to any deduction that may be made under any other provision of the Contract, the Sacramento City Code, or State law.

Hearing and Review of Division Manager Decision: Pri
or to making a deduction pursuant to the
Reporting and Utilization Section above, the City shall provide written notice of the proposed deduction to the Contractor. The Contractor may, no later than 5 working days after receiving such notice, provide a written request to the City for a hearing to contest the proposed deduction. Upon receipt of a timely written request from the Contractor, the City shall schedule a hearing before the Division Manager (as defined in the City's Standard Specifications for Public Construction), and written notice of the date, time, and location of the hearing shall be provided to the Contractor not less than 5 working days prior to the date of the hearing.

The he
aring shall be conducted in the manner specified in Section 4-8 of the Standard Specifications, and the Division Manager shall prepare and forward to the Contractor a written decision as soon as practicable after the hearing. The Division Manager's decision shall be subject to review in accordance with the provisions of Section 4-9 of the Standard Specifications. Failure to request such review in compliance with the requirements set forth in Section 4-9 shall constitute acceptance of the Division Manager's decision by the Contractor.

Written Notices: The written notices and request described above shall be provided by registered or certified mail (return receipt requested), by personal delivery, or by any other method that provides reliable evidence of the date of receipt. Written notice provided by personal delivery shall be deemed received on the date of delivery.

C&D Recycling Requirements Page 1 Rev. 02/01/2011
Construction and Demolition (C&D) Debris Recycling Requirements

As a condition of receiving this Contract, Contractor agrees to fully comply with the requirements specified herein for all demolition projects, as well as projects with a valuation of $250,000 or more:

1. Definitions. For purposes of this section, the following terms, words and phrases shall have the following meanings:

“Certified C&D sorting facility” means a facility that receives C&D debris and/or processes C&D debris into its component material types for reuse, recycling, and disposal of residuals and possesses a valid certificate as a C&D sorting facility from the Sacramento Regional County Solid Waste Authority .

“Construction and demolition debris” or “C&D debris” means used or commonly discarded materials resulting from construction, repair, remodel or demolition operations on any pavement, house, building, or other structure, or from landscaping that are not hazardous as defined in California H ealth and Safety Code section 25100 et seq. Such materials include, but are not limited to, concrete, asphalt, wood, metal, brick, dirt, sand, rock, gravel, plaster, glass, gypsum wallboard, cardboard and other associated packaging, roofing material, ceramic tile, carpeting, masonry, plastic pipe, trees, and other vegetative matter resulting from land clearing and landscaping.

“Divert” or “diversion” means to use materials for any purpose other than disposal in a landfill or transformation facility. Methods to divert materials include on- site reuse of the materials, delivery of materials from the project site to a certified C&D sorting facility or a recycling facility, or other methods as approved in regulations promulgated by the City Department of Utilities.

“Franchised waste hauler” means a person who possesses a valid commercial solid waste collection franchise issued by the Sacramento Regional County Solid Waste Authority.

“Mixed C&D debris” means loads that include commingled recyclable and non- recyclable C&D debris generated at a project site.

“Recyclable C&D debris” means C&D debris required to be diverted from landfills as specified in the Waste Management Plan and returned to the economic mainstream in the form of raw material for new, reused or reconstituted products that meet the quality standards neces sary to be used in the marketplace.

“Recycling facility” means a facility or operation that receives, processes, and transfers source- separated recyclable materials.

“ Source-separated C&D debris” means recyclable C&D debris that is separately sorted and containerized at the site of generation by individual material type and segregated from mixed C&D debris prior to collection and transporting.

“Waste log” means a record detailing the management of C&D debris generated by the covered project, including the date and weight/volume of material by type that was salvaged, reused, recycled or disposed.

2. Waste Management Plan . A completed WMP (see Attachment 1) must be submitted to and approved by the City prior to commencing any work on the project. The WMP must specify the types of C&D debris that will be generated from the project; the manner in which C&D debris will be managed and/or stored on the project site; the manner in which recyclable C&D debris generated from the project will be recycled or reuse; the person who will haul, collect or transport the recyclable C&D debris from the project site; and the certified C&D sorting facility or recycling facility where recyclable C&D debris will be delivered. The WMP must be approved by the City prior to commencing any work on the project.

C&D Recycling Requirements Page 2 Rev. 02/01/2011

3. Contractor shall be solely responsible for diverting the recyclable C&D materials specified on the WMP. Mixed C&D debris shall be delivered to a SWA -certified C&D sorting facility only. Only the permit holder, the person who generates the waste, a franchised waste hauler, or the City of Sacramento can transport or haul mixed C&D debris. Source-separated C&D debris may be delivered by any person to any recycling facility that accepts such materials. (See Attachment 2 for list of C&D Debris Haulers and Facilities).

4. During the course of the project, Contractor shall maintain a waste log (see Attachment 3), and keep all weight tickets or weight receipts, for all C&D debris hauled away from the project. At a minimum, the waste log shall specify the C&D debris generated by the project; the manner in which C&D debris was recycled or re-used; and the facility where the C&D debris was delivered.

5. Within 30 days after submitting the project completion report, Contractor shall submit to the City a completed waste log, along with copies of supporting weight tickets. Contractor shall maintain and keep accurate and complete records of al bills, weight receipts or weight tickets that were issued for the collection, transport or disposal of C&D debris for a period of one- year after submittal of the waste log.

The records shall be made available for inspection, examination and audit by the City during the one- year retention period to validate the information provided in the WMP and in the waste log. If the City determines noncompliance by the Contractor after an audit has been conducted, Contractor shall reimburse the City for all costs incurred in performing the audit.

6. Failure by Contractor to comply with any provisions specified herein will subject Contractor to possible suspension and/or termination of this Contract for cause; repayment of any or all of the Contract amount disbursed by the City ; imposition of a penalty, payable to the City ($50-$250 for first offense, $251-$500 for second offense, and $501- $1500 for subsequent offenses); and/or submission of a performance security deposit fee when submitting a permit application to the City for a project within one year of imposition of the penalty.

For questions or to obtain more information about the Recycling Requirements for C&D debris, contact the City of Sacramento, Solid Waste Services Division, 2812 Meadowview Road, Building 1, Sacramento, CA 95832, or telephone (916) 808-4833, or email
C&[email protected]

Page 1 ends

Building
Permit
Numbers

Please put all known permit numbers related to this project.

Form
submitted by:

Please attach a business card, or put your name with a phone number and/or an email address.

This Waste Management Plan (WMP) must be submitted and approved before your building permit(s) will be issued. Only one WMP is required if a project has multiple building permits associated to it (i.e., multiple houses in a subdivision, or multiple related permits at one address). The administration fee and security deposit (if applicable) must be submitted for this form to be approved.

Administration fee is 0.04% of project valuation (min $40, max $800); security deposit is 1% of valuation (max $10,000). The accompanying Waste Log must be submitted within 30 days of final inspection (or permit expiration) of the project, or a fine may be imposed. Approval may also be delayed if the waste log from a previous project is due.

Building Project Information:

Job Address:

Contractor: Phone:

Address: Email:

Owner: Phone:

Address: Email:

Briefly describe the project:

Materials Required to be Recycled
50%
of all debris
must be recycled
50% of all debris must be recycled if generated during the course of your project. You can either source-separate them, which may be hauled by anyone, or mix them in one container and send the mixed C&D debris load to a Certified Mixed C&D Sorting Facility. Mixed C&D loads can only be hauled by a franchised hauler or self-hauled. Please see the Definitions section, on the next page, for more information.

Material Management
How the C&D debris will be stored on the project site: Mixed C&D Source-Separated Company to haul away debris:

Facilities to receive debris:

Waste Log and tickets must be submitted within 30 days of permit being finaled.

Office Use
Only: Received by: _____________________________________ On date:
_________________
□ Logged □ Approved □ Scanned □ Payment Processed □ Filed Fee amount:
$_____________
Construction & Demolition
Waste Management Plan
C&D Debris Waste Management Plan
City of Sacramento Solid Waste Services
2812 Meadowview Road, Building 1
Sacramento, CA 95832
Phone: (916) 808-0965 / Fax: (916) 808-4999
C&[email protected]

Page 2 ends

Definitions.

Please read and understand these terms. Call Solid Waste at (916) 808-0965 if these terms are not clear to you. More information is also available online at http://www.sacrecycle.org/.

1. Self-haul or self-hauling: This is when the permit holder, general contractor, or a subcontractor who is doing work on the project hauls their own waste materials for recycling or disposal. Note that a jobsite cleanup crew is not doing other work on the project and is not self-hauling. Jobsite cleanup crews need to be franchised in order to haul mixed C&D debris away.

2. Franchised hauler: See Solid Waste web site (http://www.sacrecycle.org/) for a list of these haulers. These companies are the only companies in Sacramento who can legally collect and haul mixed C&D debris for a fee.

3. Source separation: This is achieving compliance with the recycling requirement by keeping wood, metal, cardboard, or other recyclables in separate containers, and sending it to an authorized recycler. (A list of recyclers is on the Solid Waste web site at http://www.sacrecycle.org/.) Source-separated material may be hauled by anyone.

4. Mixed C&D debris: This is achieving compliance with the recycling requirement by putting all recyclable (and a small amount of unrecyclable) debris into one container. Mixed material must be sent to a certified mixed C&D sorting facility to have the recyclable material extracted and recovered. Mixed material also must be either self- hauled, or hauled by a franchised hauler. If your job site is crowded, this option saves the most space.

5. Certified Mixed C&D Sorting Facility: See the Solid Waste web site for a list. These facilities have been certified by the Sacramento Regional Solid Waste Authority to extract recyclable materials from mixed C&D debris. If you achieve compliance by mixed recovery, your debris must go to a certified mixed sorting facility.

Terms and Conditions
 Your approved Waste Management Plan and Waste Log must be kept on the job site in the permit folder for the duration of the project.
 City of Sacramento staff may enter the jobsite to inspect waste collection areas.  Only SWA-Certified Mixed C&D Sorting Facilities may be used to recycle these materials if mixed with other materials.
 Only SWA-Franchised Haulers or self-haulers (as defined above) may collect and transport trash or mixed C&D material from the jobsite.
 Construction and Demolition Debris may not be burned or dumped illegally.  Your Waste Log must be completed and submitted within 30 days of your permit being finaled or expired. All waste hauling and disposal or recycling activity must be entered on the Waste Log, including information from any subcontractors who self-hauled their own debris off-site. Enter your Permit Number on your Waste Log now!  You must keep all receipts or weight-tickets from your project for a period of one year from the submittal of your waste log.
 Failure to comply with these terms and conditions may result in a fine and a security deposit on future projects.

Construction & Demolition
Waste Management Plan
C&D Debris Waste Management Plan
City of Sacramento Solid Waste Services
2812 Meadowview Road, Building 1
Sacramento, CA 95832
Phone: (916) 808-4839 / Fax: (916) 808-4999
C&[email protected]
C&D Debris Haulers & Facilities Rev. 02/01/2011

Certified Mixed C&D Facilities
Allied Waste / Elder Creek Transfer and Recovery (916) 387-8425 Florin-Perkins Public Disposal (916) 443-5120
L&D Landfill (916) 737-8640
Waste Management / K&M Recycle America (916) 452-0142

Franchised Haulers
ACES Waste Services, Inc. (866) 488-8837 Elk Grove Waste Management, LLC (916) 689-4052 Allied Waste Services (916) 631-0600 Mini Drops, Inc. (916) 686-8785 All Waste Systems, Inc. (916) 456-1555 Norcal Waste Services of Sacramento (916) 381-5300 Atlas Disposal Industries, LLC (916) 455-2800 North West Recyclers (916) 686-8575 California Waste Recovery Systems (916) 441-1985 Waste Management of Sacramento (916) 387-1400 Central Valley Waste Services, Inc. (209) 369-8274 Waste Removal & Recycling (916) 453-1400 City of Sacramento Solid Waste (916) 808-4839 Western Strategic Materials, Inc. (916) 388-1076

Recyclers* Recovery Stations & Landfills
Bell Marine (916) 442-9089 Elder Creek Recovery & Transfer Station
(916) 387-8425
C & C Paper Recycling (916) 920-2673
EBI Aggregates (916) 372-7580 Kiefer Landfill (916) 875-5555 International Paper (916) 371-4634 L & D Landfill (916) 383-9420 Modern Waste Solutions (916) 447-6800 North Area Recovery Station (916) 875-5555 PRIDE Industries, Inc. (916) 640-1300 Sacramento Recycling & Transfer Station
(916) 379-0500
Recycling Industries, Inc. (916) 452-3961
Sacramento Local Conservation Corps (916) 386-8394 Waste Management Recycle America (916) 452-0142 Smurfit-Stone Container Corporation (916) 381-3340
Southside Art Center (916) 387-8080
Spencer Building Maintenance, Inc. (916) 922-1900

More updated information can be found online at:
http://www.cityofsacramento.org/utilities/

* Please note that any facility may receive source-separated recyclable materials as long as it is authorized to do so by the State of California. This is not meant to be a complete list.

C&D Debris
Haulers & Facilities
C&D Debris Waste Management Plan
City of Sacramento Solid Waste Services
2812 Meadowview Road, Building 1
Sacramento, CA 95832
Phone: (916) 808-4833 / Fax: (916) 808-4999
C&[email protected]

C&D Debris Waste Log Rev. 02/01/2011
Project address:

This waste log, and copies of supporting weight tickets, must be submitted to Solid Waste within 30 days of submitting the project completion report. The waste log and weight tickets must also be kept on file for one year after project completion.

Date Hauler Material Destination Amount

Hauler: Indicate the Franchisee, Self-Hauler, City of Sacramento, or other hauler who removed the material offsite.

Material: Indicate appropriate category: Scrap Metal, Inert Materials, Cardboard, Wooden Pallets, or Clean Wood Waste.

Destination: Indicate the facility that received the material for disposal or recycling Amount: Indicate the weight. If weight is not known, put volume.

C&D Debris
Waste Log
C&D Debris Waste Management Plan
City of Sacramento Solid Waste Services
2812 Meadowview Road, Building 1
Sacramento, CA 95832
Phone: (916) 808-4839 / Fax: (916) 808-4999
C&[email protected]
12-22-16 Page 1

REQUIREMENTS OF THE NON-DISCRIMINATION IN EMPLOYEE BENEFITS CODE

INTRODUCTION

The Sacramento Non -Discrimination In Employee Benefits Code (the “Ordinance”), codified as Sacramento City Code Chapter 3.54, prohibits City contractors from discriminating in the provision of employee benefits between employees with spouses and employees with domestic partners, and between the spouses and domestic partners of employees.

APPLICATION

The provisions of the Ordinance apply to any contract or agreement (as defi ned below), between a Contractor and the City of Sacramento, in an amount exceeding $100,000.00. The Ordinance applies to that portion of a contractor’s operations that occur: (i) within the City of Sacramento; (ii) on real property outside the City of Sacramento if the property is owned by the City or if the City has a right to occupy the property; or (iii) at any location where a significant amount of work related to a City contract is being performed.

The Ordinance does not apply: to subcontractors or subcontracts of any Contractor or contractors; to transactions entered into pursuant to cooperative purchasing agreements approved by the Sacramento City Council; to legal contracts of other governmental jurisdictions or public agencies without separate competitive bidding by the City; where the requirements of the ordinance will violate or are inconsistent with the terms or conditions of a grant, subvention or agreement with a public agency or the instructions of an authorized representative of any suc h agency with respect to any such grant, subvention or agreement; to permits for excavation or street construction; or to agreements for the use of City right -of-way where a contracting utility has the power of eminent domain.

DEFINITIONS

As set forth in the Ordinance, the following definitions apply:

“Contract” means an agreement for public works or improvements to be performed, or for goods or services to be purchased or grants to be provided, at the expense of the City or to be paid out of moneys deposited in the treasury or out of the trust money under the control or collected by the City. “Contract” also means a written agreement for the exclusive use (“exclusive use” means the right to use or occupy real property to the exclusion of others, other th an the right reserved by the fee owner) or occupancy of real property for a term exceeding 29 days in any calendar year, whether by singular or cumulative instrument, (i) for the operation or use by others of real property owned or controlled by the City for the operation of a business, social, or other establishment or organization, including leases, concessions, franchises and easements, or (ii) for the City’s use or occupancy of real property owned by others, including leases, concessions, franchises and easements.

“Contract” shall not include: a revocable at -will use or encroachment permit for the use of or encroachment on City property regardless of the ultimate duration of such permit; excavation, street construction or street use permits; agreement s for the use of City right -of-way where a contracting utility has the power of eminent domain; or agreements governing the use of City property that 12-22-16 Page 2
constitute a public forum for activities that are primarily for the purpose of espousing or advocating causes or ideas and that are generally protected by the First Amendment to the United States Constitution or that are primarily recreational in nature.

“Contractor” means any person or persons, firm, partnership, corporation, company, or combination thereof, that enters into a Contract with the City. “Contractor” does not include a public entity.

“Domestic Partner” means any person who has a currently registered domestic partnership with a governmental entity pursuant to state or local law authorizing the registration.

“Employee Benefits” means bereavement leave; disability, life, and other types of insurance; family medical leave; health benefits; membership or membership discounts; moving expenses; pension and retirement benefits; vacation; travel benefits; and any other benefit given to employees. “Employee benefits” shall not include benefits to the extent that the application of the requirements of this chapter to such benefits may be preempted by federal or state.

CONTRACTOR’S OBLIGATION TO PROVIDE THE CITY WITH DOCUMENTATION AND INFORMATION Contractor shall provide the City with documentation and information verifying its compliance with the requirements of the Ordinance within ten (10) days of receipt of a request from the City. Contractors shall keep accurate payroll records, showing, for each City Contract, the employee’s name, address , Social Security number, work classification, straight time pay rate, overtime pay rate, overtime hours worked, status and exemptions, and benefits for each day and pay period that the employee works on the City Contract. Each request for payroll records shall be accompanied by an affidavit to be completed and returned by the Contractor, as stated, attesting that the information contained in the payroll records is true and correct, and that the Contractor has complied with the requirements of the Ordinance. A violation of the Ordinance or noncompliance with the requirements of the Ordinance shall constitute a breach of contract.

EMPLOYER NOTICE REQUIREMENTS

(a) The Contractor shall give each existing employee working directing on a City Contract, and ( at the time of hire), each new employee, a copy of the notification provided as Attachment “A.”

(b) Contractor shall post, in a place visible to all employees, a copy of the notice provided as Attachment “B.”

Page 1 ends

Attachment A

YOUR RIGHTS UNDER THE CITY OF SACRAMENTO’S NON-DISCRIMINATION IN EMPLOYEE BENEFITS CODE

On ……………….. (date), your employer (the “Employer”) entered into a contract with the City of Sacramento (the “City”) for ………………………….. (contract details), and as a condition of that contract, agreed to abide by the requirements of the City’s Non -Discrimination In Employee Benefits Code (Sacramento City Code Section 3.54).

The Ordinance does not require the Employer to provide employee benefits. The Ordinance does require that if certain employee benefits are provided by the Employer, that those benefits be provided without discrimination between employees w ith spouses and employees with domestic partners, and without discrimination between the spouse or domestic partner of employees.

The Ordinance covers any employee working on the specific contract referenced above, but only for the period of time while those employees are actually working on this specific contract.

The included employee benefits are:

- Bereavement leave - Moving expenses
- Disability, life and other types of insurance - Pension and retirement - Family medical leave benefits
- Health benefits - Vacation
- Membership or membership discounts - Travel benefits - Any other benefits given to employees

(Employee Benefits does not include benefits that may be preempted by federal or state law.)

If you feel you have been discriminated or retaliated against by your employer in the terms and conditions of your application for employment, or in your employment, or in the application of these employee benefits, because of your status as an applicant or as an e mployee protected by the Ordinance, or because you reported a violation of the Ordinance, and after having exhausted all remedies with your employer,

Page 2 ends

You May . . .

 Submit a written complaint to the City of Sacramento, Contract Services Unit, containing the details of the alleged violation. The address is:

City of Sacramento
Procurement Services Division
915 I Street, Second Floor
Sacramento, CA 95814

 Bring an action in the appropriate division of the Superior Court of the State of California against the Employer and obtain the following remedies:

- Reinstatement, injunctive relief, compensatory damages and punitive damages

- Reasonable attorney’s fees and costs

Page 1 ends

Attachment B

YOUR RIGHTS UNDER THE CITY OF SACRAMENTO’S NON-DISCRIMINATION IN EMPLOYEE BENEFITS CODE

If your employer provides employee benefits, they must be provided to those employees working on a City of Sacramento contract without discriminating between employees with spouses and employees with domestic partners.

The included employee benefits are:

- Bereavement leave - Moving expenses
- Disability, life and other types of insurance - Pension and retirement benefits - Family medical leave - Vacation
- Health benefits - Travel benefits
- Membership or membership discounts - Any other benefits given to Employees

If you feel you have been discriminated against by your employer . . .

You May . . .

 Submit a written complaint to the City of Sacramento, Contract Services Unit, containing the details of the alleged violation. The address is:

City of Sacramento
Procurement Services Division
915 I Street, Second Floor
Sacramento, CA 95814

 Bring an action in the appropriate division of the Superior Court of the State of California against the employer and obtain reinstatement, injunctive relief, compensatory damages, punitive damages and reasonable attorney’s fees and costs.

Discrimination and Retaliation Prohibited.

If you feel you have been discriminated or retaliated against by your employer in the terms and conditions of your application for employment, or in your employment, because of your status as an appli cant or as an employee protected by the Ordinance, or because you reported a violation of this Ordinance . . .

You May Also . . .

Submit a written complaint to the City of Sacramento, Contract Services Unit, at the same address, containing the details of the alleged violation.

CITY OF SACRAMENTO

AN ORDINANCE

NON-DISCRIMINATION IN EMPLOYEE BENEFITS

BY CITY CONTRACTORS
Frequently Asked Questions - For Contractors’ Use

Page 1 of 5 ends

Rev. 3-18-2014 Procurement

This document contains information on the most important questions about Sacramento’s Non-Discrimination in Employee Benefits by City Contractors Ordinance.

These questions and answers are general; see the text of the Ordinance for a more detail explanation.

Q. What is the purpose of Sacramento’s Non-Discrimination in Employee Benefits by City Contractors Ordinance?

A. The purpose of the Ordinance is to prohibit contractors from discriminating between employees with spouses and employees with domestic partners, and from discriminating between the spouses and domestic partners of employees, in the provision of employee benefits.

The Ordinance does not require contractors, who do business with the City, to provide employee benefits. It does, however, require those contractors who do business with the City and who do provide employee benefits, to provide those employee benefits without discrimination.

Q. What is the effective date of the Ordinance?

A. The Ordinance applies to any contract which has a bid submittal due date on or after April 1, 2005.

Q. What is the definition of “Contractor”?

A. For the purpose of this Ordinance, a Contractor is any person who is a party to an applicable City Contract or Agreement who, in the normal course of business, provides for the performance of public works or improvements, the purchase of goods or services, or grants.

Q. What is the definition of “Employee”?

A. Employee means an individual who performs work directly related to an applicable City Contract, whether the individual works full-time or part- time, is a contingent or contract employee, or is made available to work on the City Contract through a temporary-services agency or similar entity.

CITY OF SACRAMENTO

AN ORDINANCE

NON-DISCRIMINATION IN EMPLOYEE BENEFITS

BY CITY CONTRACTORS
Frequently Asked Questions - For Contractors’ Use

Page 2 of 5 ends

Rev. 3-18-2014 Procurement

“Employee” does not include:

- Individuals who participate in job-training and education programs that have, as their express purpose, the provision of basic job skills and education to participants with the goal of earning a high- school equivalency diploma and permanent employment.

- Student interns.

- Individuals participating in specialized training programs.

Q. What is the definition of “Domestic Partner”?
A. Domestic Partner means any person who has a currently registered Domestic Partnership with a governmental entity pursuant to state or local law authorizing the registration.

Q. What are “Employee Benefits”?

A. Employee Benefits su bject to the Ordinance are:

- Bereavem ent leave
- Disability, life and other types of insurance
- Family medical leave
- Health benefits
- Membership or membership benefits
- Moving expenses
- Pension and retirement benefits
- Vacation
- Travel benefits
- Any other benefit offered to employees

Q. What are so me conditions that can be met to preclude discrimination in providing employee benefits?

A. If it costs more to provide a certain benefit for the domestic partner of an employee than it costs to provide that same benefit for the spouse of an employee, or if it costs more to provide a certain benefit for the spouse of an employee than it costs to provide that same benefit for the domestic partner of an employee, the contractor will not be deemed to discriminate in the providing employee benefits if the contractor conditions providing the benefit if the employee agrees to pay the excess costs.

CITY OF SACRAMENTO

AN ORDINANCE

NON-DISCRIMINATION IN EMPLOYEE BENEFITS

BY CITY CONTRACTORS
Frequently Asked Questions - For Contractors’ Use

Page 3 of 5 ends

Rev. 3-18-2014 Procurement

In the event a contractor is unable to provide a certain benefit to both the spouse or domestic partner of employees, despite taking reasonable measures to do so, the contractor will not be deemed to discriminate in the providing employee benefits if the contractor provides the employee with a cash equivalent.

A contractor will not be deemed to be discriminating in providing employee benefits if the contractor does not provide employee benefits to employees’ spouses or to employee’s domestic partners or on a basis that is unrelated to marital or domestic partner status.

Q. What “applicable contracts or agreements” are subject to the Ordinance?

A. Contracts or Agreements subject to the Ordinance are those contracts or agreements with the City, executed in an amount exceeding $100,000.00 (either initial value or total value after any addition or modification), which provide for the performance of public works or improvements, the purchase of goods or services, or grants to be provided, but only to the extent of the contractor‘s operation that occurs:

- Within the City of Sacramento

- On real property outside the City of Sacramento:

- If the property is owned by the City, or

- If the City has a right to occupy the property

- Elsewhere in the United States, at any location where a significant portion of work related to the contract is being performed.

The Ordinance also applies to written agreements for the exclusive use or occupancy of real property, for a period of time exceeding 29 days in any calendar year for:

- The operation or use by others of real property owned or controlled by the City (whether by leases, concessions, franchises, or easements), for the operation of a business, social or other establishment or organization.

- The City’s use or occupancy of real property owned by others (whether by leases, concessions, franchises, or easements).

CITY OF SACRAMENTO

AN ORDINANCE

NON-DISCRIMINATION IN EMPLOYEE BENEFITS

BY CITY CONTRACTORS
Frequently Asked Questions - For Contractors’ Use

Page 4 of 5 ends

Rev. 3-18-2014 Procurement

The Ordinance does not apply to:

- Transactions entered into pursuant to cooperative purchasing agreements approved by the City Council.

- Legal contracts of other governmental jurisdictions or public agencies without separate competitive bidding by the City.

- Subcontractors or subcontractors of any contract or contractors.

- Contracts covering excavation, street construc tion or street use permits, agreements for the use of City right-of-way where a contracting utility has the power of eminent domain

- Agreements governing the use of City property that constitutes a public forum for activities that are primarily for the purpose of espousing or advocating causes or ideas and that are generally recognized as protected by the First Amendment to the U. S.

Constitution, or that are primarily recreational in nature.

Q. Is it possible to waive the provisions and requirements of the Ordinance?

A. Yes. The City Manager, or designee, may waive the requirements of the Ordinance under designated circumstances. All requests for waiver need to be detailed, in writing, and routed through the Project Manager for initial review and approval.

Q. Am I required to provide employee notification regarding the Ordinance?

A. Yes. Contractors subject to the Ordinance must give to each current employee (WORKING DIRECTLY ON THE CONTRACT) and, within ten (10) days of hire, each new employee (WHEN WORKING DIRECTLY ON THE CONTRACT), written notification of his or her rights under the Ordinance in a form specified by the City. (See Sample Letter; Attachment A). A copy of each such letter must be retained in an appropriate file for possible future review by an authorized City representative.

In addition, a similar notice must be prominently posted in areas where it may be seen by all employees. (See Sample Poster; Attachment B).

CITY OF SACRAMENTO

AN ORDINANCE

NON-DISCRIMINATION IN EMPLOYEE BENEFITS

BY CITY CONTRACTORS
Frequently Asked Questions - For Contractors’ Use

Page 5 of 5 ends

Rev. 3-18-2014 Procurement

Q. If I have questions about the Ordinance or its application, who can I contact for assistance?
A. You can contact the Program Administrator at:

City of Sacramento
Procurement Services
915 I Street, 2nd Floor
Sacramento, CA 95814-2714
(916) 808-6240
(916) 808-5747 (Fax)
Attachment A
YOUR RIGHTS UNDER THE CITY OF SACRAMENTO’S NON-DISCRIMINATION IN EMPLOYEE BENEFITS CODE On ……………….. (date), your employer (the “Employer”) entered into a contract with the City of Sacramento (the “City”) for ………………………….. (contract details), and as a condition of that contract, agreed to abide by the requirements of the City’s Non-Discrimination In Employee Benefits Code (Sacramento City Code Section 3.54).

The Ordinance does not require the Employer to provide employee benefits. The Ordinance does require that if certain employee benefits are provided by the Employer, that those benefits be provided without discrimination between employees with spouses and employees with domestic partners, and without discrimination between the spouse or domestic partner of employees.

The Ordinance covers any employee working on the specific contract referenced above, but only for the period of time while those employees are actually working on this specific contract.

The included employee benefits are:
- Bereavement leave - Moving expenses
- Disability, life and other types of insurance - Pension and retirement - Family medical leave benefits
- Health benefits - Vacation
- Membership or membership discounts - Travel benefits
- Any other benefits given to
employees
(Employee Benefits does not include benefits that may be preempted by federal or state law.) If you feel you have been discriminated or retaliated against by your employer in the terms and conditions of your application for employment, or in your employment, or in the application of these employee benefits, because of your status as an applicant or as an employee protected by the Ordinance, or because you reported a violation of the Ordinance, and after having exhausted all remedies with your employer, You May . . .
 Submit a written complaint to the City of Sacramento, Procurement Services containing the details of the alleged violation. The address is:

City of Sacramento
Procurement Services Division
915 I Street, Second Floor
Sacramento, CA 95814

 Bring an action in the appropriate division of the Superior Court of the State of California against the Employer and obtain the following remedies:

- Reinstatement, injunctive relief, compensatory damages and punitive damages

- Reasonable attorney’s fees and costs

Attachment B
YOUR RIGHTS UNDER THE CITY OF SACRAMENTO’S NON-DISCRIMINATION IN EMPLOYEE BENEFITS CODE If your employer provides employee benefits, they must be provided to those employees working on a City of Sacramento contract without discriminating between employees with spouses and employees with domestic partners.

The included employee benefits are:
- Bereavement leave - Moving expenses
- Disability, life and other types of insurance - Pension and retirement benefits - Family medical leave - Vacation
- Health benefits - Travel benefits
- Membership or membership discounts - Any other benefits given to employees
If you feel you have been discriminated against by your employer . . .

You May . . .
 Submit a written complaint to the City of Sacramento, Contract Services Unit, containing the details of the alleged violation. The address is:

City of Sacramento
Procurement Services Division
915 I Street, Second Floor
Sacramento, CA 95814
 Bring an action in the appropriate division of the Superior Court of the State of California against the employer and obtain reinstatement, injunctive relief, compensatory damages, punitive damages and reasonable attorney’s fees and costs.

Discrimination and Retaliation Prohibited.

If you feel you have been discriminated or retaliated against by your employer in the terms and conditions of your application for employment, or in your employment, because of your status as an applicant or as an employee protected by the Ordinance, or because you reported a violation of this Ordinance . . .

You May Also . . .

Submit a written complaint to the City of Sacramento, Procurement Services, at the same address, containing the details of the alleged violation.

DECLARATION OF COMPLIANCE
Equal Benefits Ordinance

Name of Contractor

Address

The above named contractor (“Contractor”) hereby declares and agrees as follows:

1. I have read and understand the Non-Discrimination In Employee Benefits By City Contractors Ordinance (“Ordinance”) provided to me by the City of Sacramento (“City”) in connection with the City’s request for proposals or other solicitations for the performance of services, or for the provision of commodities, under a City contract or agreement (“Contract”).

2. As a condition of receiving the City Contract, I agree to fully comply with the requirements of the Ordinance, codified as Chapter 3. 54 of the Sacramento City Code.

3. If the face amount of this City Contract is less than $100,000.00 as a condition of receiving this Contract, I agree to notify the City in writing if the aggregate value of the City Contract referenced herein, after changes, modifications, or similar actions, equals or exceeds $100,000.00 in total value.

4. I understand, to the extent that such benefits are not preempted or prohibited by federal or state law, employee benefits covered by the Ordinance, are any of the following:

a. Bereavement Leave
b. Disability, life, and other types of insurance
c. Family medical leave
d. Health benefits
e. Membership or membership discounts
f. Moving expenses
g. Pension and retirement benefits
h. Vacation
i. Travel benefits
j. Any other benefit offered to employees

I agree that should I offer any of the above listed employee benefits, that I will offer those benefits, without discrimination between employees with spouses and employees with domestic partners, and without discrimination between the spouses and domestic partners of such employees.

5. I understand that I will not be considered to be discriminating in the provision or application of employee benefits under the following conditions or circumstances:

a. In the event that the actual cost of providing a benefit to a domestic partner or spouse, exceeds the cost of providing the same benefit to a spouse or domestic partner of an employee, I will not be required to provide the benefit, nor shall it be deemed discriminatory, if I require the employee to pay the monetary difference in order to provide the benefit to the domestic partner or to the spouse.

b. In the event I am unable to provide a certain benefit, despite taking reasonable measures to do so, if I provide the employee with a cash equivalent, I will not be deemed to be discriminating in the application of that benefit.

c. If I provide employee benefits neither to employee’s spouses nor to employee’s domestic partners.

d. If I provide employee benefits to employees on a basis unrelated to marital or domestic partner status.

e. If I submit, to the Program Coordinator, written evidence of making reasonable efforts to end discrimination in employee benefits by implementing policies which are to be enacted before the first effective date after the first open enrollment process following the date the Contract is executed with the City.

I understand that any delay in the implementation of such policies may not exceed one (1) year from the date the Contract is executed with the City, and applies only to those employee benefits for which an open enrollment process is applicable.

f. Until administrative steps can be taken to incorporate, in the infrastructure, nondiscrimination in employee benefits

The time allotted for these administrative steps will apply only to those employee benefits for which administrative steps are necessary and may not exceed three (3) months from the date the Contract is executed with the City.

g. Until the expiration of a current collective bargaining agreement(s) where, in fact, employee benefits are governed by a collective bargaining agreement(s).

h. I take all reasonable measures to end discrimination in employee benefits by either requesting the union(s) involved agree to reopen the agreement(s) in order for me to take whatever steps are necessary to end discrimination in employee benefits or by my ending discrimination in employee benefits without reopening the collective bargaining agreement(s).

i. In the event I cannot end discrimination in employee benefits despite taking all reasonable measures to do so, I provide a cash equivalent to eligible employees for whom employee benefits (as listed previously), are not available.

Unless otherwise authorized in writing by the City Manager, I understand this cash equivalent must begin at the time the union(s) refuse to allow the collective bargaining agreement(s) to be reopened or no longer than three (3) months from the date the Contract is executed with the City.

6. I understand that failure to comply with the provisions of Section 5. (a) through

4. (i), above, will subject me to possible suspension and/or termination of this Contract for cause; repayment of any or all of the Contract amount disbursed by the City; debarment for future contracts until all penalties and restitution have been paid in full; deemed ineligible for future contracts for up to two (2) years; the imposition of a penalty, payable to the City, in the sum of $50.00 for each employee, for each calendar day during which the employee was discriminated against in violation of the provisions of the Ordinance.

7. I understand and do hereby agree to provide each current employee and, within ten (10) days of hire, each new employee, of their rights under the Ordinance. I further agree to maintain a copy of each such letter provided, in an appropriate file for possible inspection by an authorized representative of the City. I also agree to prominently display a poster informing each employee of these rights.

8. I understand that I have the right to request an exemption to the benefit provisions of the Ordinance when such a request is submitted to the Procurement Services Division, in writing with sufficient justification for resolution, prior to contract award.

I further understand that the City may request a waiver or exemption to the provisions or requirements of the Ordinance, when only one contractor is available to enter into a contract or agreement to occupy and use City property on terms and conditions established by the City; when sole source conditions exist for goods, services, public project or improvements and related construction services; when there are no responsive bidders to the EBO requirements and the contract is for essential goods or services; when emergency conditions with public health and safety implications exist; or when the contract is for specialized legal services if in the best interest of the City.

9. In consideration of the foregoing, I shall defend, indemnify and hold harmless, the City, its officers and employees, against any claims, actions, damages, costs (including reasonable attorney fees), or other liabilities of any kind arising from any violation of the City’s Equal Benefits Requirements or of the Ordinance by me.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct, and that I am authorized to bind the Contractor to the provisions of this Declaration.

Signature of Authorized Representative Date

Print Name

Title

MEADOWS PARK PHASE 3 Page 1 of 94
February 2025
Park Planning & Development Services
~Landscape Architecture Section~
915 I Street, 3rd Floor, Sacramento, CA 95814
Phone: 916-808-5540
SPECIAL PROVISIONS FOR:

MEADOWS PARK – PHASE 3
PN: L19138120
I. GENERAL REQUIREMENTS
A. SCOPE AND LOCATION OF WORK
The work to be performed under these Special Provisions consists of developing the third phase of Meadows Park at 1840 North Breezy Meadow Drive, Sacramento CA 95834 in North Natomas.The improvements will consist of 0.91 acres, including grading, drainage, erosion control, irrigation, landscaping, concrete walkways,site furnishing, tennis courts, fencing, lighting, basketball court, electrical, and utilities.

B. COMPLETION TIME
The time limit for the completion of all work is SIXTY (60) working days from the Notice to Proceed for substantial completion and THIRTY (30) calendar days for plant establishment. Should said work not be completed to the satisfaction of the City within said time, the contractor shall pay to the City of Sacramento a sum of ONE THOUSAND DOLLARS ($1,000.00) as liquidated damages and not as a penalty for each calendar day delay after the expiration of such period until the final acceptance of the work by the City and its delivery to the City.

C. SPECIFICATIONS
The work to be performed under this contract shall be done in accordance with the Standard Specifications of the City of Sacramento, (adopted in November 2020), which can be accessed at http://www.cityofsacramento.org/Utilities/Development- Standards, referred to herein as "Standard Specifications" as modified by these Special Provisions, which shall apply to all work.
i. Standard Specification 1-23
The word “Engineer” shall also mean “Landscape Architect” as defined in Standard Specification Section 1-33.
ii. Standard Specifications Section 2-9 SUBCONTRACTORS
Add the following after the subparagraph 2 in the Standard Specifications:

MEADOWS PARK PHASE 3 Page 2 of 94
February 2025

If a prime Contractor fails to specify a subcontractor, or, if a prime Contractor specifies more than one (1) subcontractor for the same portion of work to be performed under the Contract, which portion exceeds one-half of one percent of the prime Contractor's total bid, the prime Contractor agrees that it is fully qualified to perform that portion of the work and that the prime Contractor shall perform that portion of the work.

iii. Standard Specifications Section 5-4 COOP

ERATION OF CONTRACTOR

Add the following after the last paragraph of the Standard Specifications Section 5-4 COOPERATION OF CONTRACTOR with the following:

Contractor shall cooperate with the Landscape Architect, City inspectors, and with other Contractors that may be working at the same jobsite as directed by the Landscape Architect and/or City inspector. The City inspector shall designate the sequence of construction in case of a disagreement between Contractors.

iv. Standard Specifications Section 7-2 WOR

K SCHEDULE AND

ADEQUATE RESOURCES

Add
the following after the last paragraph of the Standard
Specifications Section 7-2 WORK SCHEDULE AND ADEQUATE
RESOURCES:

Contractor shall submit with each Pay Request Application an updated Work Schedule. The updated Work Schedule is an integral part of the Pay Request Application. The Pay Request Application will not be accepted for processing without an accompanying updated Work Schedule.

v. Standard Specifications Section 8 -1 MEA

SUREMENT OF QUANTITIES

Add the following paragraph: "The Landscape Architect shall determine quantities of work acceptable under the terms of the Contract. Not more than once per month the Contractor shall present to the Landscape Architect a statement showing the amount of labor and materials incorporated into the work.”

vi. Special Notice Regarding Standard Specifications: The Standard Specifications of the City of Sacramento, dated November 2020, are subject to the provisions of Chapter 3.60 of the Sacramento City Code. If there is any conflict between the Standard Specifications as currently written and Chapter 3.60 of the Sacramento City Code, the City Code shall govern.

D. SUBCONTRACTORS

MEADOWS PARK PHASE 3 Page 3 of 94
February 2025

The Contractor shall comply with Section 2-9 of the Standard Specifications.

E. SCHEDULE OF UNIT PRICES

The designated lowest responsible bidder shall provide a Schedule of Unit Prices to the Landscape Architect prior to the award of the Contract. The form for the Schedule of Unit Prices will be provided to the bidder by the Landscape Architect after issuance of the Notice of Award. This Schedule of Unit Prices shall be not be used for Contract payments; only the unit process stated on the bid sh eet. Unit prices provided on the Schedule of Unit Prices are for information only and may be used as a basis for determining Contractor’s direct costs in preparing change orders for additional work.

F. TIME OF AWARD

Section 3 -2 TIME OF AWARD of the Standard Specifications, the first paragraph is amended as follows: “The award of a formally bid Contract, if made, will be made within ninety (90) calendar days after opening of the Proposals.

G. PRE-BID INTERPRETATION OF CONTRACT DOCUMENTS

No oral representations or interpretation will be made to any bidder as to the meaning of the contract documents. Request for interpretation shall be made in writing, and delivered to the City at least seven (7) days before the time announced for opening the proposals. Interpretation, where necessary, will be made by the City in the form of an addendum to the contract documents, and when issued, will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such addenda shall become part of the contract. Request for information regarding this procedure or other similar information, shall be directed to Tin -Wah Wong , City Project Manager/Landscape Architect, Department of Youth, Parks and Community Enrichment, Landscape Architecture Section, 915 I Street, 3 rd Floor, Sacramento, CA 95814, (916) 808 -5540 FAX (916) 808 -8275, email [email protected]

It shall also be the bidder's responsibility to call to the attention of the Landscape Architect any missing pages or drawings in the contract documents including the addenda. These items shall be brought to the attention of the Landscape Architect at least seven (7) calendar days before the bid opening date.

H. PRE-JOB

CONFERENCE AND CONSTRUCTION SCHEDULE

The Contractor, after delivery by City of the executed Contract and at least three (3) calendar days before beginning work, shall notify the Landscape Architect to arrange for a pre-job conference. The Contractor shall submit to the Park Construction Insp ector construction progress schedules in accordance with Section 7-2 of the Standard Specifications.

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February 2025

I. WORKMANSHIP AND MATERIALS

Except as otherwise specified, all materials and equipment incorporated in the work under the contract shall be new. The quality of materials and workmanship shall be in accordance with the provisions of Section 5-17 of the Standard Specifications. Appearance of the finished work is of primary importance in all phases of this project. Any portion of the work may be rejected due to appearance defects.

J. TRADE NAMES AND ALTERNATIVES

In accordance with Paragraph 5-18 of the Standard Specifications of the City of Sacramento, certain articles or materials to be incorporated in the work may be designated, for convenience, under a trade name or the name of a manufacturer and his catalogue information. The use of an alternative article or material which is of equal quality and of the required characteristics for the purpose intended will be permitted, subject to the approval of the Landscape Architect. The Contractor shall, within seven (7) calendar days after the Bid Summary and Notification of Award Recommendation , submit for the review of the Landscape Architect, materials, products, equipment and services which differ in any respect from the materials, products, equipment and services specified. Such submittals shall be accompanied by data to substantiate that such items are equal to those specified. The Landscape Architect shall be the sole judge as to the quality and suitability of substitutions and his/her decision is final. Requests for substitutions will not be entertained or considered by the Landscape Architect during the bidding period. No delay or extension of the contract time will be allowed because of the time required for submitting substitutions or for determining their equality. Failure to propose the substitution of any article or service within seven (7 ) calendar days after the Bid Summary and Notification of Award Recommendation will be deemed sufficient cause for the denial of request for substitution.

After an approval for a substitution is given, the Contractor shall be responsible for any variation of dimensions, locations, connections, sizes and openings, type and construction of substrate or support to receive materials, etc. The Contractor shall furnish and install any and all additional materials as may be required to perform a complete job without additional cost to the City.

Request for approval shall, in addition to following the directions described above, list any and all deviations in the quality, criteria, characteristics or dimensions from the specified item or items. Any deviations in the quality, criteria, characteris tics or dimensions that do not appear in the request for approval and subsequently appear in the shop drawings or in the product or installation, may cause the Contractor to be directed to remove the item or items in total and at his expense, and to provid e and install the item or items as originally specified. The mere mention in the request for approval that the item or items will be in accord with the manufacturer's specification or catalog will not be sufficient to alter the specifications unless appro val is given to requests, which specifically list in the

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requesting letter where deviations in the quality, criteria, characteristics or dimensions exist.

K. ACCIDENT PREVENTION

The Contractor's attention is directed to Section 6-9 of the Standard Specifications, which requires compliance with all requirements of the California Occupational Safety and Health Act.

L. LOCATION OF EQUIPMENT AND PIPING

Drawings showing locations of equipment, piping, valves, sprinkler heads, and other appurtenances are diagrammatic only. When installation deviates from the plans and specifications, the Landscape Architect shall be notified for approval.

The Contractor will be held responsible for deviations made without first obtaining the Landscape Architect's approval, and shall remove and relocate such items at his own expense if so directed by the Park Construction Inspector.

M. RELIEF FROM MAINTENANCE AND RESPONSIBILITY

Upon the written request of the Contractor and upon written approval by the City Landscape Architect, the Contractor may be relieved of the duty of maintaining and protecting certain portions of the work, which have been completed in all respects in accordance with the requirements of the contract and to the satisfaction of the City Landscape Architect, and thereafter, except with his consent, the Contractor will not be required to do further work thereon. In addition, such action by the City Landscape Architect will relieve the Contractor of responsibility for injury or damage to said completed portions of the work resulting from use by public traffic or from the action of the elements or from any other cause but not from injury or damage resulting from the Contractor's own operations or from his negligence. Nothing in this section providing for relief from maintenance and responsibility will be construed as relieving the Contractor of full responsibility for repairing or replacing defect ive work or materials found at any time before either the formal acceptance of the entire contract by the City Council, or during the applicable guarantee period.

N. COORDINATION OF CONTRACT DOCUMENTS

The following sentence is added to the end of Section 5-3 of the Standard Specifications:

In case of conflict between drawings and specifications, the drawings shall govern in matters of quantity and the specifications in matters of quality. In case of conflict within the drawings involving quantities or within the specifications involving qualities, the greater quantity and the higher quality shall be furnished.

O. PROTECTION OF DRAI

NAGE FACILITIES

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The Contractor shall maintain all new drainage facilities so storm drainage runoff into the new system is clean. Use straw bales around inlets to minimize sediment infiltration during rainy season and control of the irrigation schedule to minimize runoff during initial planting of turf is required.

P. CLEANING

The Contractor shall at all times keep the premises free from accumulations of waste material or rubbish caused by his employees work, and at the completion of work, he shall remove all his rubbish from and about the site and all his tools, scaffolding and surplus materials, and shall leave his work area, including all sidewalks and paving areas "broom clean", or its equivalent, unless more exactly specified in other trade sections of the specifications. In case of dispute, the City may remove the rubbish and charge the cost to the Contractor. The Contractor at his expense shall remove spillage resulting from hauling operations along or across any public traveled way immediately. Water or dust palliative shall be applied if ordered by the Park Construction Inspector for the alleviation or prevention of dust nuisance. Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners.

Q. SUBMITTALS

In accordance with the provisions of Section 5-7 , Standard Specifications of the City of Sacramento(except where noted below) , the Contractor shall furnish the Landscape Architect with such shop drawings and other descriptive materials as may be necessary to adequately describe the equipment, material, and fabricated items proposed to be furnished under this contract, and to det ermine their compliance with the specifications, design, and arrangement shown on the contract drawings. Items to conform to Special Provisions and may include but not limited to:

Item Product
Data
Shop
Drawings
Mock-up
or Sample
PVC Drain Pipe X
Drainage Structure X X
Concrete Pavement X X
Decomposed Granite X X
Aggregate Base X
Expansion Joint Materials X
Trash Receptacles X
Signs X
Drinking Fountain X
Basketball Court Equipment X
Basketball Court Surfacing X
Tennis Court Surfacing X
Tennis Court Net X
Court Striping X
Sports Curb X
Chain Link Fence X

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February 2025

Gate X
Bollard X
Gate Valves X
Remote Control Valves X
Valve Boxes & Lids X
Quick Coupler Valves X
Spray Heads X
Rotors X
Main and Domestic Water Line X
PVC Pipe Fittings X
Truncated Dome X
Bollard X
Solvent Weld for PVC X
Swing Joint Assemblies X
Irrigation Piping X
Control Wire & Connectors X
Soil Amendments X X
Pre-emergent X
Mulch X X
Hydroseed Seed Mix, Tags & Receipts X
Plant Materials X
Landscape Fabric and Staples or
Fasteners
X
Volleyball Court Post and Net X
Electrical Pedestal & Materials X

One (1) copy of such submittals shall be furnished for review by the Landscape Architect, a digitally scanned copy will promptly be returned with approval, rejection, or approval with modification. Neither equipment nor material shall deviate in any way from the approved drawings without prior written approval of the Landscape Architect. Any fabrication of other work performed in advance of such approval shall be done entirely at the risk of the Contractor. The approval of submitted drawings or other descri ptive material shall not relieve the Contractor of any obligation or responsibility for fulfillment of the Contract requirements.

Equipment list and drawings shall be in accordance with Section 34- 3 of the City Standard Specifications and these Special Provisions.

Unless otherwise permitted in writing by the Landscape Architect, the Contractor shall, within twenty (20) days following notification of award of the contract submit to the Landscape Architect for approval a listing of equipment and material which he/she proposes to furnish and install. The list shall be complete as to name of manufacturer, size and catalog number of unit, and shall be supplemented by other data, including detailed scale drawings. A minimum of one (1) copy of the above data shall be submitted to the Landscape Architect for review and approval.

The Contractor shall submit to the Landscape Architect a statement from each vendor supplying the equipment indicating that the orders for the materials

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required for this contract have been received and accepted by said vendor. The confirmed date of delivery to the Contractor shall be indicated on the statement.

All substitutions are subject to the approval of the Landscape Architect.

R. RECORD DRAWINGS OF NEW CONSTRUCTION

Should the work as installed differ from the original design, the Contractor shall supply the City with a reproducible Mylar "as-built" drawing with all deviations from the original recorded thereon (layout and grades included). This "as -built" shall be found to be of acceptable quality by the Landscape Architect. Upon request, the City shall supply the Contractor with a Mylar base map for his/her "as -built" drawing. "As-built" drawings shall also be required as stated in Section 36- 4 of the Standard Specifications.

S. LICENSE REQUIREMENTS

For this publicly bid project either a General Engineering Contractor “A” that also holds a “C27” License, or a General Engineering Contractor “A” License with a qualified subcontractor “C27” Licensed. The “C27” contractor shall have previous park construction experience, and shall be required to install the irrigation and landscaping for municipal projects. The “A” contractor is categorized as a general engineering contractor as stated in the Business and Professions Code (B&P) Section 7056 of Article 4 Classifications on the California Contractors State License Board website.

Based on the scope of work, the Contractor or a subcontractor may need to hold one or more specialty licenses. It is the Contractor’s responsibility to determine if they or a subcontractor needs a specialty license to perform the work based on the scope of work for this project. Performing specialty work without the proper State Contractor’s License is the liability of the Contractor not the City, and the Contractor may be fined by the State License Board for violating the terms of its State Contractor’s License.

T. PROTECTION OF EXISTING CONCRETE AND ASPHALT PAVEMENTS

Contractor shall repair and replace to City standards any existing asphalt or concrete pavements damaged during construction activities at no expense to the City. These pavement areas include street, curb and gutter, sidewalk and park path. Contractor shall meet with the Park Construction Inspector prior to commencing work to document existing conditions of these paved areas.

U. PROJECT COORDINATION

Contractor shall complete all general coordination with the Project Manager, the Landscape Architect, the City Inspector, and other City staff as necessary to complete the Project in an efficient workmanlike manner. This coordination includes: Submittals; Record Drawings; Maintenance of Traffic, Public Safety, and Convenience; Protection of Existing Improvements; Construction Facilities and

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Temporary Controls; Temporary Electricity; Project Closeout; and Operation and Maintenance Data for this Project.

V. CWTA REQUIREMENTS
This project may be subject to the requirements of the City’s Local Hire and Community Workforce Training Program and the City’s Community Workforce Training Agreement (CWTA). A copy of the CWTA and a summary of its requirements (CWTA Summary) is provided in Exhibit D to this solicitation. By submitting a bid, the Contractor acknowledges that it has read and understands all the requirements, terms, and conditions of the CWTA and CWTA Summary, and has included all costs associated with compliance with the CWTA in its bid (if the CWTA is applicable). The CWTA is applicable if the total bid amount submitted by the Contractor or contractors awarded this project exceeds one million dollars ($1,000,000).

If the CWTA applies, the Contractor must execute Addendum A to the CWTA (“Agreement to be Bound”) and provide an executed original to the City before a Notice to Proceed will be issued. Each subcontractor for Work covered by the CWTA, including subcontractors not listed at the time of bid or otherwise hired after contract award, must also execute Addendum A to the CWTA. No subcontractor may perform Work prior to executing Addendum A and providing the executed original to the City.

The failure to submit an Addendum A, by the Contractor or any subcontractor, shall be grounds substitution and/or for the City to withhold payment for the Work performed by Contractor or the subcontractor in question.

Contractor must include the provisions of this section, as well as a copy of the CWTA and the CWTA Summary, in every subcontract for Work covered by the CWTA.

By submitting a bid, Contractor represents that if the bid amount exceeds $1,000,000, the Contractor and all its subcontractors performing Work covered by the CWTA will execute the Agreement to be Bound if awarded the contract.

The failure to submit an Addendum A or to otherwise comply with the requirements of the CWTA on this project may also result in a future determination that the Contractor and/or subcontractor is not responsible (pursuant to City Code section

3.60.020) when bidding on future projects for the City of Sacramento.

ITEMS OF THE BASE BID PROPOSAL

PARK IMPROVEMENTS:

Item No 1. Temp
orary Construction Fence

This item shall consist of furnishing, installing and maintaining a temporary 6’ Chain Link Panel Construction Fence around construction area as shown on the Plans in conformance with Section 10 of the Standard Specifications.

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February 2025

A. Demolition shall begin only after the temporary fence has been installed. Fence to remain in place throughout the duration of the project until project acceptance, or as directed by the Park Construction Inspector.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in completing the Temporary Construction Fence as shown on the plans, as sp ecified in these Special Provisions and as directed by the Landscape Architect.

Item No 2. Site Clearing and Grubbing

This item shall consist of Site Clearing and Grubbing for the park development in conformance with Sections 12, 13, and 15 of the Standard Specifications and these Special Provisions.

A. Clearing and Grubbing shal l conform to Section 12 of the Standard Specifications. All weeds under two inches (2") in height may be disked under to a minimum depth of six inches (6"). All other weeds, shrubs, brush, vines, debris and all other objection material within the project site shall be removed and legally disposed of away from the project site at contractors’ cost.

B. Debris - Al l resulting debris shall become the property of the Contractor and disposed of outside the project limits at the Contractor's expense.

C. Additional Protection of Existing Facilities shall consist of protection of existing play structure, swings, concrete fish, trees, turf and pavement. The contractor shall take all measures to protect all existing facilities in Meadows Park. Any damage caused to the turf areas shall be brought back to existing grade and replaced with sod at the contractor’s expense. All damaged concrete paving and damaged play structure during construction activities shall be removed and replaced at the contractor’s expense. Any damaged trees will be removed and replaced at the contractor’s expense.

D. Holes and d epressions resulting from removed items shall be filled, compacted, and brought to finished grade with landscape fill in conformance with Section 14 of the Standard Specifications and as directed by the Landscape Architect.

Payment shall be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in Site Clearing and Grubbing as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 3. Demol
ition

This item shall consist of Demolition and removal of items indicated on the plans in conformance with 13-3 Removing / Relocating of the Standard Specifications and these Special Provisions.

A. Concrete Walk shal
l be removed as shown on plans. All resulting debris shall be removed and legally disposed of away from the project site.

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February 2025

B. Concrete Walk shall be removed as shown on plans. All resulting debris shall be removed and legally disposed of away from the project site.

C. Holes and d epressions resulting from removed items shall be filled, compacted, and brought to finished grade with landscape fill in conformance with Section 14 of the Standard Specifications and as directed by the Landscape Architect.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in Demolition as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 4. Site Sta king

This item shall consist of furnishing and installing Site Staking by a licensed Surveyor for site layout, grading, utilities and other elements as shown on the plan.

A. Contractor shall set stakes for site layout and grading for approval by the Inspector prior to installation.

B. Staking:
i. Vertical control is established by the bench mark indicated on the drawings.

ii. Layout of work shall be done under the supervision of the Contractor by a City - approved Land Surveyor licensed in California using professional -type instruments.

Contractor shall establish elevations and locate and stake all on -site improvements and grading for approval by the City prior to proceeding and shall be responsible for any damage that may be sustained by the City or others from incorrect locations of site improvements. This surveyor shall certify that the completed work is done in a manner that the City can check from conformance as the work progresses.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in Site Staking as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 5. Tree Protection

This item shall consist of providing Tree Protection for the Improvements as shown on the plans, including furnishing and installing Tree Protection Fencing (6' Chain Link Fence) in conformance with the Standard Specifications and as amended by these Special Provisions.

A. Prior to the issuance of the “Notice to Proceed,” a 6 foot chain link fence shall be installed under the direction of the city arborist (768 -8604). Orange plastic fencing is not acceptable. Dimensions will be contingent upon tree size and species. The fencing shall remain in place for the duration of the project except for the temporary removal required to replace existing curb, gutter, and sidewalk.

B. The contractor shal l hire an International Society of Arboriculture (ISA) certified arborist to make biweekly inspections to ensure the protective fencing stays in place and to

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February 2025

monitor tree health. The arborist will take any required action i.e. supplemental irrigation, fertilization, soil compaction remediation to ensure the health of the trees. Contractor will be responsible for any costs incurred.

C. No excavation for utilities, trenching, grade changes, storage of materials or parking of vehicles shall be allowed within the area. Boring or hand trenching for utilities shall be allowed within the fenced area under the supervision of the project arborist.

D. If during excavation for t he project or for any necessary sidewalk, curb, gutter repair or driveway construction, tree roots greater than two inches in diameter are encountered work shall stop immediately until project arborist can perform an on -site inspection. All roots sha ll be cut clean and the tree affected may require supplemental irrigation/fertilization and pruning as a result of root pruning.

E. Pruning will be allowed by p
ermit, when approved by the city arborist, for building, play area, crane or other equipment clearance. The contractor may be required to prune the entire tree

F. If as a res
ult of root or canopy pruning the project arborist and the city arborist determine that the tree should be removed then the following mitigation is required a. the project arborist do a tree value appraisal using the “Guide to Plant Appraisal” ninth edition published by the ISA. b. Contractor will reimburse the City of Sacramento for the tree value c. Plant a 48 inch box size replacement tree.

G. The
contractor shall be held liable for any damage to existing street trees. I.e. trunk wounds, broken limb, pouring of any deleterious materials, or washing out concrete under the drip line of the tree. Damages will be assessed using the “Guide to Plant A ppraisal” ninth edition published by the ISA. The project arborist will submit a report for review by the city arborist.

H. The trees to be saved and t he protection methods noted above shall be identified on all grading and building site plans for the project.

I. Gene
ral

1. The objective of this section is to reduce the negative impacts of construction on trees.

Tree protection measures are intended to guide a construction project to ensure that appropriate Best Management Practices (BMPs) will be implemented in the field to eliminate or mitigate undesirable consequences that may result from construction related activities. Negative impacts include but are not limited to physical injury to trunk and branches, soil compaction, damage to roots, and exposure to harmful or toxic substances.

2. The Contractor shall protect all existing trees identified in the project plans for preservation or not specifically identified for removal. The Contractor shall be responsible for all damages to trees associated with the project that were caused by the actions or neglect of the Contractor.

3. It is the intent of this section that the requirements stated in this section apply to all sections of the project specification such that any subcontractor must comply with the restrictions on work within designated Tree Protection Zones (TPZ) and shall be

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February 2025

responsible for all damages to trees associated with the project that were caused by their actions or neglect.

4. All work shall be performed in accordance with ANSI A 300 standards, all applicable Best Management Practices established by the International Society of Arboriculture (ISA) and any project specific direction given by the City’s Urban Forester.

J. Materials and Labor

1. The Contractor shall furnish all labor, materials and equipment required to perform the scope of work described in these specifications and subject to the terms and conditions of this contract. The Contractor shall retain the services of an ISA Certified Arborist to perform the functions of a Project Arborist that are described in this specification. The Contractor shall acquire all licenses, insurance, etc., necessary to assume the legal responsibility for the scope of work. Full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in this section shall be considered as included in the prices paid for various contract items of work and no additional compensation will be allowed.

K. Execution-Pre Construction Requirements

1. PRE-CONSTRUCTION MEETING: Demolition, grading and general contractors are required to meet with the City’s Urban Forester or Authorized Representative prior to any phase of site work, clearing or grading to review tree protection measures, enforcement of tree protection zones, review Contractor and Consultant’s responsibilities, field quality control, sequence of work and other items including, but not limited to: construction parking, construction trailers, materials storage, fuel and chemical storage, m asonry staging, concrete wash -out, equipment access, haul routes, staging areas, soil and mulch stockpiles, demolition access, and dumpsters.

2. VERIFICATION OF TREE PROTECTION: Site preparation work shall not begin until all tree protection measures have been installed as set forth in the Plans, verified, and approved by the City’s Urban Forester or Authorized Representative.

3. INSTALLATION OF PROTECTIVE FENCING AND SIGNAGE
a. Tree protection fencing and signage shall be erected around the Tree Protection Zone (TPZ) of each tree where indicated in the project Plans prior to any demolition, site clearing, grading or construction work and shall be maintained throughout the duratio n of the project. Tree protection fencing or signage shall not be removed or relocated before the end of the project without the authorization of the City’s Urban Forester or Authorized Representative.

b. Orange vinyl construction fencing, snow fencing or other similar fencing should be at least 4 feet high and supported at a maximum of 10 foot intervals by metal T - posts or approved methods sufficient enough to keep the fence upright and in place. T-posts shall be a minimum of 2 feet in the ground.

c. Chain link fence shall be 6 feet tall with 2 inch mesh chain link fabric set in metal frame panels on movable core drilled concrete blocks or similar bases of sufficient size to hold the fence erect.
d. Tree Protection Zone (TPZ) signs provided by the City shall be affixed to the fencing every 50 feet with no less than one sign per protection area.

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February 2025

L. Tree Protection Zones (TPZ)

1. ACTIVITIES PROHIBITED WITHIN PROTECTION ZONES:
a. Storage of construction materials, debris, or excavated material. b. Parking vehicles or equipment.
c. Foot traffic.
d. Erection of sheds or structures.
e. Drainage changes or impoundment of water.
f. Cutting tree roots by utility trenching, foundation digging, placement of curbs, trenches and other miscellaneous excavation or other digging. g. Soil disturbance, soil compaction or grade change.
h. Washout activities
i. Attachment of signs to or wrapping materials around trees or plants.

2. ACTIVITIES PERMITTED OR REQUIRED WITHIN PROTECTION ZONES:
a. Mulching – should be used during construction to protect the soil from compaction, conserve soil moisture, and moderate soil temperature. Refer to project plans for specific trees or areas within the Tree Protection Zone (TPZ) that require mulching.

Spread wood chips or similar material to a depth of 4 inches, leaving the trunk clear of mulch.

b. Wood chip mulch covered with ¾ inch thick plywood panels or steel plates can be used for temporary road access and to reduce compaction in and near tree protection areas. When used for this purpose, at least 12 and up to 18 inches of chips should be applied where vehicles will travel or park.

c. Irrigation, fertilizing or other beneficial practices that have been specifically approved for use within the Tree Protection Zone (TPZ) by the City’s Urban Forester or Authorized Representative.

3. EROSION CONTROL: If a tree is adjacent to or in the immediate proximity to a grade slope of 8% (23 degrees) or more, then approved erosion control or silt barriers shall be installed outside the Tree Protection Zone to prevent siltation and/or erosion wit h the TPZ.

4. EXCAVATION AND ROOT PRUNING
a. If excavation, trenching or pipe installation has been approved within the Tree Protection Zone (TPZ), then the trench shall be either cut by the use of hand tool, pneumatic excavation technology, hydro excavation technology, or by mechanically boring the tunnel under the roots with a horizontal directional drill and hydro or pneumatic air excavation technology.

b. If directional boring is the selected method, the length of the bore should be equal to the width of the protected zone and at least 4 feet in depth.

c. If an excavation necessitates the removal of roots 2 inches in diameter or greater, the Contractor shall arrange for the Project Arborist to evaluate the impact of such root removal. The removal of roots 2 inches in diameter or greater shall be directly supervised, and documented by the Project Arborist. If it is determined by the Project Arborist that an excavation will either remove 25% or more of the roots of

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February 2025

a tree, or have a substantial impact on the structure or vitality of a tree, the Contractor must obtain approval from the City’s Urban Forester or Authorized Representative before proceeding further with the excavation.

d. Cut roots cleanly to minimize damage to remaining roots and reduce the risk of causing disease, decay and instability. Backfill all excavations containing live roots as soon as possible to prevent roots from drying out and dying. Roots exposed for more than a day shall be covered in wet burlap or similar fabric which shall be kept damp until the excavation is backfilled with soil.

5. DAMAGE TO TREES:
a. MONITORING AND ENFORCEMENT: The City’s Urban Forester or Authorized Representative shall have the discretion to monitor and inspect work sites containing protected trees. Accidental or negligent actions that damage trees may result in a penalty.

b. Reporting: The Project Arborist shall monitor the overall condition of all protected trees associated with the project and shall document any activities that occur within the Tree Protection Zone (TPZ) of a protected tree. The Project Arborist shall provid e a written report to the City’s Urban Forester or Authorized Representative at least once a month for the duration of the project.

6. Appraised Value
a. DAMAGE TO A CITY TREE: If a city tree is damaged by the Contractor during construction, the City’s Urban Forester or Authorized Representative will appraise the value of the damages. The value of the damages shall be expressed as a monetary equivalent of all labor and materials required to bring the tree in question to a state of comparable utility with regards to its condition and function prior to the beginning of the project. The value of the damages shall not exceed the total value of the entire tree and the cost of removal.

b. REMOVAL OR DESTRUCTION OF A CITY TREE: If a city tree is removed or destroyed by the Contractor during construction without prior authorization the City’s Urban Forester or Authorized Representative will appraise the value of the damages. The appraised value of a city tree shall be no less than $100 per linear foot of clear trunk for palm trees and $325.00 per inch of trunk diameter measured at 4.5 feet above ground for all other trees. The value of the damages may also include the cost of removal, and stump grinding if applicable.

c. DAMAGE TO PRIVATE PROPERTY: If a privately owned tree or any other private property is damaged or destroyed by the Contractor during construction the City will not appraise the value of private property.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved in completing the Tree Protection as shown on the Plans, as specified in the Special Provisions and as directed by the Landscape Architect.

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February 2025

Item No 6. Erosi on and Sediment Control for Sites Under 1 Acre

This item shall consist of Erosion and Sediment Control at the locations indicated on the plans in conformance with the City Standard Specifications.

A. Storm Water Pollution Prevention Plan (SWPPP) – Not required for this project since it is less than one acre.

B. BMP Maintenance and Maintenance Log – N ot required for this project since it is less than one acre.

C. Housekeeping Practices shal
l be implemented as follows:

1. Solid Waste Management pro cedures shall include designated waste collection areas and containers in areas indicated. Arrange for regular removal and disposal from the site of solid waste. Daily, clear site of trash including organic debris, packaging materials, scrap or surplus building materials, as well as domestic waste. Solid Waste Containers shall have a lid/ cover and shall cover it at the end of each workday or when its windy.

2. Material Delivery and Storage Area shal
l be designated and provided with a
secondary containment method, as with berms. Store material on pallets and provide covering or watertight containers for soluble materials. Locate materials in a lockable storage contain or other secure enclosure to insure items cannot be vandalized or d isplaced during nonworking hours. Inspect area weekly and 48 hours prior to a storm event. If a spill is discovered the contractor shall first notify the contractor’s and the City’s QSP immediately and then have the QSP provide directions on how the spill should be cleaned up and if testing will be required.

3. Concrete Waste Area shal
l be designated and provide for a temporary pit to be
used for concrete truck washout. Dispose of hardened concrete offsite. At no time shall a concrete truck dump its waste and clean its truck into the City storm drains via curb and gutter. Inspect daily to control runoff, and weekly for removal of hardened concrete. If the contractor has a designated area for the concrete washout on site, the contractor shall cover and divert rainwater from entering into the washout area. The c ontractor can use a mobile concrete washout or other similar concrete washout system.

4. Paint and Painting Supplies ins
tructions shall be given to employees and
subcontractors regarding reduction of pollutants including material storage, use, and clean up. Inspect site weekly for evidence of improper disposal. A second containment system shall be used to minimize pollutants from escaping the washout areas. In addition, the contractor shall place plastic or some other non - permeable lining on the ground to minimize contact between the native soil and the pollutants.

5. Vehicle Fueling, Maintenance and Cleaning shal
l be in a designated area with
secondary containment, as with berms. In addition, the contractor shall place plastic or some other non -permeable lining on the ground to minimize contact

MEADOWS PARK PHASE 3 Page 17 of 94
February 2025

between the native soil and the pollutants. Provide equipment with drip pans.

Restrict on-site maintenance and cleaning of equipment to a minimum. Inspect area weekly.

6. Hazardous Waste Management ins tructions shall be given to all employees to prevent the discharge of pollutants from hazardous wastes to the drainage system through proper material use, and waste disposal. Hazardous waste products commonly found on-site include but are not limited to paints & solvents, petroleum products, fertilizers, herbicides & pesticides, soil stabilization products, asphalt products, and concrete curing products. A list of materials expected to be used is listed in the SWPPP. If additional items or items need to be removed the contractor shall notify the City QSP.

7. Dust Control: The Contractor shall comply with all City and County of Sacramento, State of California air pollution control rules, regulations, ordinances, and statues which apply to any work performed pursuant to the contract, including any air pollution control rule s, regulations, ordinances, and statutes, specified in the Government Code. The Contractor shall be responsible for the control of dust within the limits of the project at all times including weekends and holidays in addition to normal working days. The Contractor shall take whatever steps are necessary or required by the Inspector to eliminate the nuisance of blowing dust without causing sediment, debris, or litter to enter the City storm drain system.

8. Erosion, Sediment, and Pollution Control - The
Contractor shall be responsible for
controlling erosion and sedimentation within the limits of the project. In addition, the contractor shall take measures to eliminate any water with pollutants from entering the project site as ‘run-on’. The contractor shall be responsible for erosion and sediment control at all times during (working hours) and during normal working days, excluding evenings, weekends, and holidays. The Contractor shall prevent sediment and construction debris from entering the City storm drain system.

9. Non-Storm
Water, slurry and sediment from concrete or asphalt saw cutting operations shall not be allowed to enter the City storm drain system, but instead must be collected and disposed of, by the Contractor, in some manner approved by the Inspector.

10. Site Cleanup: The
Contractor shall keep the project site clean and free of dust, mud, and debris resulting from the Contractor's operations. Daily clean up throughout the project shall be required as the Contractor progresses with the work. Extra precautions and clean-up efforts shall be made prior to weekends and holidays, and before a predicted rain event.

Daily all paved areas within the limits and surrounding the project shall be cleaned and fr
ee of sediments, asphalt, concrete and any other construction debris. The Contractor will not be allowed to clean sediment and debris from the street by using water to wash down streets. The streets will be allowed to be washed only after the streets have been thoroughly swept and/or vacuumed and inlet protection has been placed at all storm drain inlets to catch any remaining sediments from the streets.

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February 2025

Spillage of earth, gravel, concrete, asphalt, or other materials resulting from hauling operations along or across any public traveled way shall be removed immediately by the Contractor at his expense. If the site is not kept sufficiently clean the City will take measures to clean it and back charge the Contractor.

D. Construction site shal
l be prepared by the Contractor prior to the start of construction and shall have erosion and sediment control measures in place until the project is complete.

Contractor shall ensure to have all erosion and sediment control measures.

E. Erosion and sediment control measu res shall be installed and maintained before the start of construction begins and until disturbed areas are stabilized. All erosion and sediment control measures shall be checked and maintained by the contractor on a minimum of a weekly basis, before and after and during all storms to ensure measures are functioning properly.

Payment shall be made at the lump sum bid price and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the Erosion and Sediment Control for Sites Under 1 Acre as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 7. Site Grading

This item shall consist of Site Grading the existing surface to the lines and grades for the park development shown on the plans in conformance with sections 14 and 15 of the Standard Specifications, these Special Provisions and the Geotechnical Engineering Report.

A. The Contractor shall meet the lines and grades as shown on the grading plan. Should import or export of soil become necessary to meet the lines and grades as shown on the plans, it shall be at the sole expense of the Contractor . In the event that soil export is necessary, it must be removed and legally disposed of off-site at the Contractor's expense. The Contractor shall be solely responsible for earthwork calculations.

B. Relative Compaction for landscaped areas shall be 88 %, or as recommended by the Geotechnical Engineering Report.

C. Site
grading shall be approved by the Landscape Architect upon completion of grading operations.

D. Planter Areas adjac ent to paved areas shall be graded so that after settlement, the soil will be two inches (2”) below the top of adjacent pavement, curbs or mowstrips.

E. Layout of Work:

1. Grade the site to the tolerances shown.

2. Tolerances: Site grading shall be to the elevations shown on the Drawings, plus or minus 0.1 foot vertically.

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February 2025

Payment shall be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Site Grading as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 8. City
Building Permit Inspection Coordination

This item shall consist of scheduling and coordinating all necessary City Building Permit inspections required for the project, including obtaining a final inspection and closing out the City Building permit for the work shown on the plans in conformance with these Special Provisions and City Building Permit.

A. City Building Permit- Th
e City Project Manager will apply for a City Building Permit for the project. All the engineered drawings, permit fees and Special Inspections will be paid for the project by the City.

B. Contractor’s Responsibility - T he Contractor shall be responsible for the project Building Permit during the project, and return the approved permit to the Landscape Architect upon completion, and including the follows:

1. Building Inspection Updates – Co ntractor shall provide the Landscape Architect and Construction Inspector with monthly updates on the progress of all building inspections, and invite the Construction Inspector to attend Building Permit inspections.

2. Construction and Demolition Debris Ordinance (pr
ojects over $250,000) – Contractor
shall keep a Waste Log of all materials hauled away from the project, including weight tickets of disposal and recycled materials. Waste Log shall be submitted to the City Project Manager at the end of the project, within 30 days after permit has been finalized. Refer to the
C&D Debris Ordinance Overview provided as an
attachment to Special Provision for this project.

3. Building Permit Inspections – Co ntractor shall be responsible for scheduling all necessary Building inspections, and shall not cover over work until the work has been inspected and approved.

4. Cont
ractor shall schedule all the required City Building Inspections by phone or online as indicated on the City Building Permit Envelope. The required inspection disciplines for this project are as follows:

a. Electrical
b. Plumbing
c. Fire
d. Life Safety

Contractor shall not cover or conceal any Building, Electrical, Plumbing or Mechanical work without City Building Inspectors signature on the Building Permit.

If the Contractor fails to allow for the required building inspections and special inspections of the work, the Contractor shall be liable for the costs to remove and reconstruct work to allow for the required inspections and for issuance of the final

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February 2025

building inspection approval.

C. Special Inspections and Material Testing – T he Contractor shall inform the Construction Inspector, who will schedule all required special inspections and material testing. Refer to the Schedule of Special Inspection in the Building Permit for the project.

1. Upo
n completion of the Special Inspections and testing work, the Special Inspection firm shall provide a final special inspection test report signed and stamped by the responsible professional engineer. This report will be needed for the Building Inspector at the final inspection, in order for final approval.

D. Final Inspection/Closeout of Building Permit – C
ontractor shall be responsible for a final
inspection/closing out of the building permit. The Contractor will need the following documents at the final building inspection for final approval and to close out of the City Building permit:

1. C&D Debris Waste Log sha
ll be submitted to the City Project Manager at the
end of the project, within 30 days after permit has been finalized.

2. Final Special Inspection Report signed and sta mped by the responsible professional engineer. This report will be needed for the Building Inspector at the final inspection, in order for final approval.

Payment shall be made at the lump sum price as a Final Pay Item Only, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in City Building Permit Inspection Coordination as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 9. Elect rical System

This item shall consist of furnishing, installing and testing the elect rical system improvements,
poles, conductors, conduits, pull boxes, detectable tape, trenching and backfilling, miscellaneous related work as shown on the plans in conformance with section 34 and 38 of the Standard Specifications and these Special Provisions.

A. Contr
actor shall visit the site prior to submission of his bid, verify all conditions that will affect the performance of his work, make all necessary measurements, and notify the City Engineer of any discrepancies between the plans and the actual field conditions, prior to bidding.

B. Contractor shall secure all necessary permits. There shall be no charge for permits that are issued by the City.

C. Contractor shall coordinate his work with the other trades, reviewing areas of possible conflict of space.

D. Prior to ordering any materials, Contractor shall furnish the City with manufacturer’s literature and catalog sheets, per General Requirements section, and/or manufacturer’s data sheets for the following items:

1. Lighting fixtures, lamps and drivers, and control devices

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February 2025

2. Light pole

3. Pull box

4. Wire

5. Conduit and conduit fittings

6. Conduit sealing materials

7. Detectible warning tape

8. Service meter pedestal

9. Wiring devices

E. Unless otherwise indicated or specified, all materials and methods shall conform to the appropriate current sections of:

1. City Standards for Public Improvements.

2. The State of California, latest edition of the Department of Transportation Standard Specifications (DTSS), except for measurement and payment requirements.

3. Applicable ASTM specifications as they reasonably apply to this work, except for measurement and payment requirements.

4. Where conflicts occur, most stringent requirements apply.

F. All materials shall be new with the Underwriter’s acceptance label attached.

G. All work shall conform to the requirements of the current edition of the National Electrical Code, OSHA, California State Safety Orders and the City regulations.

H. The complete electrical installation shall be permanently grounded per the current edition of the National Electrical Code and local regulations.

I. Contractor to keep accurate and scaled reproducible record plans of the entire electrical installation. Deviations and changes from the Contract Drawings shall be noted on this drawing. All work that is installed under this Contract shall be included on these drawings.

J. Contractor shall guarantee, in writing, for a period of one (1) year from date of acceptance, that all work installed shall be free from defects in workmanship and materials. If during this period of one (1) year any such defects appear, the Contractor shall, without cost to the City, remedy such defects. If the Contractor defaults on this guarantee, the City may have such work done and charged to the Contractor.

K. Conductors shal
l be copper, thermoplastic insulated, 600V, type THWN, Southwire, Rome, Phelps Dodge, or equal.

1. Colo
r coding: Conductors shall be identified as to phase connections by means of color impregnated insulation or approved colored marking tapes as follows:

VOLTAGE A-PH. B- PH. C-PH NEUTRAL GROUND 240/120V 1phase Black Red ----- White Green

2. All conductor splices shall be completely watertight, utilizing Scotch -cast 85 series electrical splicing kits with molds, resin and tapes. Splices shall be prepared as

MEADOWS PARK PHASE 3 Page 22 of 94
February 2025

recommended by the manufacturer. Alternatively, CalTrans “Method B” may be used for splicing procedure.

3. Upon completion of the installation of the conductors in the conduits, all conduit ends shall be sealed watertight with non-hardening, non-oxidizing and non-corrosive sealing compounds, Duct-seal, Permagum, or approved equal.

4. All conductors shall be installed free from injuries, abrasions, and cuts or crimping.

Where necessary to provide cable lubrication for smooth conductor installation, Contractor may use Jet Line products “SWP” series or approved equal.

L. Conduits

1. Non-metallic: for use underground, Schedule 40 PVC, by Carlon, PW Pipe, or equal.

All conduits entering pull boxes shall have end bells.

2. Metallic: for use above ground, galvanized rigid steel, as manufactured by Allied, Appleton, or equal.

3. Separate conduit runs not less than one foot horizontally and one foot vertically from gas, water sewer and drain lines.

4. Place WARNING-ELECTRIC marker strips the continuous length of trench, down 12" from finish grade. Strips shall be installed over all lighting and power conduits.

5. All conduits entering underground pull boxes shall have wide flange end bells

M. Pull Boxes

1. Site boxes for use as pull boxes shall be reinforced concrete, with steel vandal - resistant locking covers, or as shown on Drawings. Boxes shall be complete with base section, riser, and covers, and indicated on Drawings.

2. Top of pull boxes located flush with pavement. In landscaped areas top of pullboxes shall be set flush with final grade.

3. Boxes located in driveways or pedestrian walkways subject to vehicular traffic shall be full-traffic rated, with steel lids with hold down bolts.

4. Set base if pull boxes on 6inch base of crushed drain rock, and as indicated on Drawings. Covers shall be marked indicating type of service, i.e. “path lighting”, “electric”, etc.

N. Lighting Fixtures

1. As specified and shown on Drawings, complete with lamps and controls.

2. Light poles shall be provided with poured -in-place concrete reinforced bases and adjacent pull boxes, as indicated on Drawings.

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February 2025

3. Contractor shall furnish and install the City of Sacramento’s standard lighting fixtures as indicated on Drawings.

4. All poles and fixtures shall be installed plumb and straight. Poles shall be grounded using ground lug and ground wire.

5. Contractor shall connect site lighting fixtures to service pedestal and lighting controls.

O. Service Meter Pedestal All equipment shall be of the capacity and of the type shown as on the Plans, complete with all components indicated, and as required by utility company.

1. Ser
vice Meter Pedestal:
a. Furnish and install service meter pedestal 400amp 120/240volt rated, with current transformer and metering provisions, complete with molded case circuit breakers, wiring devices and lighting controls as indicated on the Drawings.

Breakers shall be bolt-on style, of the frame size indicated and as manufactured by Square D. or approved equal.
b. Enclosure shall be rain -tight with underground pull section indoor, NEMA Type 3R, and shall be fabricated from sheet metal with a rust -inhibiting phosphate primer and baked enamel finish, per City of Sacramento’s standard finish, in accordance with UL 98. Enclosure shall be UL listed.
c. Service meter pedestal shall meet utility’s requirements, of low-profile design, as manufactured by TESCO Type 3AF, or City approved equal, prior to bid. d. Provide arc-flash hazard warning labeling per NEC 110.16.

2. Set enclosure plumb and symmetrical on concrete base and secure with anchor bolts.

3. "Train" interior wiring: Bundle and clamp using specified plastic wire wraps.

4. Touch-up paint any marks, blemishes, or other damaged finish suffered during installation.

5. Replace cabinets, doors or trim exhibition dents, bends, warps or poor fit which may impede ready access, security or integrity.

6. Install nameplates, legend plates, and panel directories.

P. Warning Tape sh
all be detectable type, 3” wide minimum, as manufactured by 3M, Mule, or equal.

Q. Ground Rods sha ll be copper-clad steel, ¾ “diameter by 8’ long minimum, with suitable phosphor bronze clamps; Erico or approved equal.

R. Repairs

1. Replace existing roadways, walkways, paving, or similar surfaces to match existing work, except material used shall not be of lesser quality than required for the same material in General Work Specifications, if such work is specified therein.

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February 2025

2. Bring to grade any subsidence occurring during the guarantee period by adding surfacing materials of the like kind.

S. Excavation and Backfilling

1. Excavate and backfill as required for the installation of electrical work. Restore all surfaces, roadways, walks, curbs, walls existing underground installations, etc., cut by installations to original condition in an acceptable manner. Maintain all warning signs, barricades, flares and lanterns as required.

2. Dig trenches straight and true to line and grade, with bottom clear of any rock points.

Support conduit for entire length on undisturbed original earth. Minimum conduit depth of pipe crown shall be 2 feet below finished or natural grade.

3. All backfill material, placement and compaction shall conform to applicable requirements of earthwork section of these specifications.

T. Tests shal
l be conducted during the construction period and at completion to determine conformity with applicable codes and with these specifications. Tests shall be performed in the presence of the City Engineer.

1. Tes
ts shall include, but are not limited to, the following:
a. Insulation Resistance: Perform 500-volt D.C. tests for one minute on all 240-volt feeder conductors, including the neutral, and make a typed record of all readings to be included in the maintenance instructions. Submit record for approval to Engineer. Repair or replace circuits showing less than 4 megohms resistance to ground. Make tests using Biddle Insulation Resistance Megger, or equal. b. Circuits Continuity: Test all feeder and branch for continuity. Test all neutrals for improper grounds.
c. Lighting Operation: Test lighting circuits for correct operation through their control devices, including photoelectric controls.
d. Grounds: Perform ground continuity of equipment grounding conductors.

U. Concrete Pads for
Electrical Equipment or SMUD shall be installed as shown on the plans in conformance with sections 10, 19, and 24 of the Standard Specifications and with these Specials Provision.

V. Electrical Pull Boxes Und
erground Conduits, Conductors which are shown on the plans or specified herein and which are necessary to complete the park electrical system shall be furnished and installed.

W. Electrical Incidental Parts whic
h are not shown on the plans or specified herein and which are necessary to complete the park electrical shall be furnished and installed as through such parts were shown on the plans or specified herein.

X. Electronic Mark
er System shall conform to Section 10- 54 of the Standard Specifications, except as amended by the following: no marker locators will be required by the Contractor.

Contractor shall supply only enough markers for use in new electrical system. The markers shall be placed within the pull box cover of buried lawn area pull boxes. The marker shall be 3M EMS 4" Extended Range 5' Ball Marker – Power 1402-XR.

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February 2025

Y. SMUD-Cont ractor shall coordination to provide service to site. Contractor shall ensure power to site is installed / approved by SMUD before any site planting may occur.

A. SECTION 16010 - EL
ECTRICAL WORK – GENERAL REQUIREMENTS
PART 1 - GENERAL

1.1 CONDITIONS:

A. The Requirements of General Conditions and Special Conditions apply to Work of this Section as if fully repeated herein.

B. Drawings and specifications take precedence when they call for materials or construction methods of better quality or larger size than required by codes laws, rules or regulations.

C. The Requirements of this Section apply to all Work of Division 16.

1.2 WORK INCLUDED:

A. Provide a complete working installation with all material and equipment as shown and specified. The Contract Documents do not undertake to show or specify every item to be provided. When an item not shown or specified is necessary for proper operation of equipment shown or specified, provide the item, which will allow the system to function properly, at no increase in Contract Price.

B. Make electrical connections for equipment furnished as part of Work of other Sections.

1.3 QUALITY ASSURANCE:

A. Requirements of Regulatory Agencies:

1. Nothing in the Contract Documents shall be construed to permit Work not conforming to applicable laws, ordinances, rules or regulations.

2. When the Contract Documents exceed requirements of applicable laws, ordinances, rules or regulations, Contract Documents shall take precedence.

3. It is not the intent of the Contract Documents to repeat requirements of Codes except where necessary for completeness or clarity.

4. All installed or connected equipment shall be labeled or certified for its use by a nationally recognized testing laboratory. Where equipment is not furnished with a factory installed label or certification, it shall be the responsibility of the contractor to obtain and pay for the necessary tests and approvals.

1.4 SUBM
ITTALS:

A. General:

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February 2025

1. Submit Shop Drawings and supplemental data for all materials and equipment specified in all Sections of this Division, in accordance with the Requirements of Division 1, and as specified hereinafter.

2. Submittals shall have materials proposed for the project identified.

Catalog cuts containing unidentified materials or superfluous information will not be accepted.

3. All submittals shall be reviewed by the Contractor and stamped with his approval prior to submitting to the Architect. Contractor shall indicate in writing any deviation in submittals from requirement of Contract Documents.

4. Forward all submittals to the Architect, together, at one (1) time.

Individual or incomplete submittals will not be acceptable. Only one (1) request for substitution will be considered on each item of materials or equipment.

5. Wherever catalog numbers and specific brands or trade names, not preceded by the designation "equal to", or followed by the designations "or equal", "or accepted equal", or "or approved equal", are mentioned in these Specifications or Drawings, no substitutions will be accepted.

6. Identify each item by manufacturer, brand, trade name, number, size, rating, or whatever other data is necessary to properly identify and check materials and equipment. The words "as specified" will not be sufficient identification.

7. Identify each submittal item by reference to Specification Section paragraph in which the item is specified, or Drawing and Detail number.

8. Organize submittals in binders, in the same sequence as they appear in Specification Sections, article or paragraphs.

9. Shop Drawings shall show physical arrangement, construction details, finishes, materials used in fabrication, provisions for conduit entrance, access requirements for installation and maintenance, physical size, electrical characteristics, foundation and support details, and weight.

Reuse of the Contract Drawings as Shop Drawings will not be acceptable.
a. Specifically show, by drawn detail or note, that equipment complies with each specified requirements of the Contract Documents.
b. Drawings shal l be to scale and dimensioned (except wiring diagrams need not be to scale), and may be prepared by a vendor but shall be submitted as instruments of Contractor, thoroughly checked and stamped by Contractor before
submission to Architect for review.
c. Catalog cuts and published material may be included to supplement scale drawings.

10. Internal wiring diagrams of equipment shall show wiring as actually furnished for this project, with all optional items clearly identified as included or excluded. Clearly identify external wiring connections.

Identify and obliterate superfluous material.

11. Acceptance of a substitute is not to be considered a release from the Specifications. Correct any deficiencies in an item, even though

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February 2025

approved, at Contractor's expense.

12. Be responsible for installation of approved substitution. Make any changes required for installation of approved substituted equipment at no increase in Contract Sum.

1.5 PROJECT RECORD DOCUMENTS:

A. Upon completion of Work, furnish Architect with complete sets of reproducible plans upon which shall be shown all Work installed under Contract. Drawings shall include actual locations of outlets, conduit and wire sizing as well as routing.

B. All symbols and designations used in preparing Record Drawings shall match those used in Contract Drawings.

C. Maintain an up to date set of electrical drawings during the course of construction.

1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING:

A. Identify materials and equipment delivered to site to permit check against materials list and Shop Drawings.

B. Protect from loss or damage. Replace lost or damaged materials and equipment with new at no increase in Contract Sum.

1.7 PROJECT EXAMINATION AND CONDITIONS:

A. Examine project; verify dimensions and locations against Drawings and become informed of all conditions under which Work is to be done before submitting proposals.

B. Information shown relative to services is based upon available records and data but shall be regarded as approximate only. Make deviations found necessary to conform with actual locations and conditions with no increase in Contract Sum. Verify locations and elevation of utilities prior to commencement of excavation for new underground installations.

C. Exercise extreme care in excavating near existing utilities to avoid any damage thereto; be responsible for any damage caused by such operations.

1.8 DRAWINGS AND COORDINATION WITH OTHER WORK:

A. Drawings:

1. For purposes of clarity and legibility, Drawings are essentially diagrammatic to the extent that many offsets, bends, special fittings, and the exact locations of items are not shown, unless specifically dimensioned.

2. Exact rou ting of wiring and locations of outlets, panels, and other items, shall be governed by structural conditions, and materials and equipment already in place. Use data in the Contract Documents. In addition, the owner reserves the right, at no increase in Contract Sum, to make any reasonable change in locations of exposed electrical items, to group

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February 2025

them into orderly relationships and/or increase their utility.

B. Coordination:

1. Work out all "tight" conditions involving Work of this Division and Work of other Divisions in advance of installation. Provide additional Work necessary to overcome "tight" conditions, at no increase in Contract Sum.

2. Differences of disputes concerning coordination, interference or extent of Work between Divisions shall be decided by General Contractor. His decision, if consistent with Contract Document requirements, shall be final.

3. Provide adequate working space around electrical equipment in compliance with all applicable codes.

4. Size all feeders (conduit and wiring), motor starters, overload protection and circuit breakers to suit horsepower of motors or wattages of equipment furnished as part of the Work of the various Sections of the Specifications. In no case shall feeders and branch circuits (conduit and wiring) and circuit breakers be of smaller capacities or sizes than those shown or specified.

C. Equipment Rough-In:

1. Rough-in locations shown on Electrical Drawings for equipment furnished by the Owner and for equipment furnished under other Divisions are approximate only. Obtain exact rough-in locations from the following sources:
a. From Shop Drawings for Contractor-furnished and installed equipment.
b. From the Architect for Owner-furnished, Contractor-
installed equipment.

2. Verify electrical characteristics of equipment before starting rough-in.

3. Unless otherwise shown or specified, equipment which requires electrical connection shall be installed as part of the Work of the Division in which specified. Internal components shall be wired to a single point with wiring in raceway direct connection (hardwired) to building electrical system or internal wiring and connections with cord and plug for receptacle connection to building wiring.

4. Unless otherwise shown or sp ecified, provide direct raceway and conductor connections from building wiring system to equipment terminals for direct connected equipment which is Contractor - furnished and Contractor-installed, Owner-furnished and Contractor- installed, and for existing equipment relocated by the Contractor.

5. Provide disconnect switches where shown or required by Codes for direct-connected equipment.

1.9 GUARANTEE:

A. Provide one year guarantee in accordance with and in form required under Division 1. Repair or replace as may be necessary any defective work, material or part with no increase in Contract Sum including repair or replacement of other Work, furnishing, equipment or premises caused by

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February 2025

such repair or replacement of defective work.

1. Where other guarantee periods or requirements are called for in other sections of the contract documents, they shall take precedence over the requirements of Division 1.

PART 2 - PRODUCTS

2.1 MATERIALS:

A. Identify materials and equipment by manufacturer's name and nameplate data. Remove unidentified materials and equipment from site.

B. Equipment specified by manufacturer's number shall include all accessories, controls and other components, listed in catalog as standard with equipment.

Furnish optional or additional accessories as specified. All materials shall be UL labeled and in accordance with NEMA Standards.

C. Where no specific make of material or equipment is mentioned, any high quality product of a reputable manufacturer may be used, provided it conforms to requirements of system and meets with Architect's acceptance.

D. Conflicts between Plans and Specifications, exclusive of the General Conditions of the Contract, the most stringent and higher quality requirement shall govern.

E. If the Contract Documents are not complete as to any detail such as accessories or hardware, of a required construction system or with regard to manner of installing of parts, materials, or equipment, but there exists an accepted trade standard for good and workmanlike construction, such detail or accessories shall be deemed to have been implicitly required by the Contract Documents in accordance with such standard.

F. Equipment and material damaged during transportation, installation, or operation will be considered as totally damaged. Replace with new. Variance from this will be permitted only with written acceptance.

G. Provide an authorized representative to constantly supervise the Work of this Division and to check all materials prior to installation for conformance with the Contract Documents.

H. Do not us e equipment exceeding dimensions indicated for equipment, or arrangements that reduce required clearances, or exceed specified maximum dimensions.

2.2 FLASH PROTECTION
A. Electrical equipment including switchboards, panelboards, disconnect switches, etc. which are likely to require examination, adjustment or servicing while energized shall be field marked to warn of potential electric arch flash hazards per CEC Article 110.16. Marking shall be a pre-printed label which references NFPA 70E.

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February 2025

PART 3 - EXECUTION

3.1 INSTALLATION:

A. Manufacturer's Directions: Follow manufacturer's directions where manufacturers of articles used furnish directions covering points not specified or shown.

B. Equipment: Accurately set and level, neatly place support and anchor properly.

C. Assemble together all equipment which requires assembling including Contractor-supplied bussing, internal wire connections where required; connect all incoming conduit, cable and wires properly; and adjust and make ready for service electrical equipment and material required by this Contract.

D. All Work shall be done in orderly, workmanlike manner in accordance with NECA Standard of Installation and present neat appearing installation when completed.

E. Provide concrete foundations or pads for floor mounted electrical equipment where indicated on the drawings.

1. Install minimum concrete pads or as indicated. Other pad dimensions shall be as required to accommodate the equipment installed.

2. Use 3,000 PSI concrete.

3. Chamfer top edges ¾”.

4. Make all faces smooth.

5. Set anchor bolts for equipment.

3.2 NORMAL CONTINGENCIES:

A. Protection: In performance of Work, protect existing facility and protect Work of other Sections as well as Work of this Section from damage.

1. Where existing conduits which are shown to be revised or which will be essential to functioning of particular system are cut or exposed due to construction changes, new connections shall be made in most expeditious manner as directed or shown. Where wiring is involved, new wires shall be "pulled- in" between nearest available accessible reused outlets. In all cases where new wires are required, shown, or specified to be installed in existing conduits, if same cannot be installed, new conduits shall be provided therefore as directed.

2. Attention is called to the fact that all new conduit, wiring, and apparatus shown or specified shall be connected to existing systems so as to function as complete units.

3.3 TESTING AND ADJUSTING:

A. Furnish all labor and test equipment required for the Work of this Division.

Testing work is defined as that work necessary to establish that equipment has been properly assembled, connected, and checked to verify that intent and purpose of the drawings, specifications, manufacturer's instruction manuals,

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and directions of Architect have been accomplished in satisfactory manner.

B. Provide field tests to verify component compliance with Specifications, including but not limited to adjusting, calibrating, and setting circuit breakers, relays, timers, etc.

C. After completion of testing and adjustment, operate the different systems and equipment under normal working conditions and show specified performance.

If, in the opinion of the Architect, performance of equipment or systems is not in accordance with Contract Document or submitted data, alter or replace equipment at no increase in Contract Sum.

D. Do not allow or cause any Work installed hereunder to be covered up or enclosed before it has been inspected and accepted. Should any Work be enclosed or covered up before
it has been approved, uncover such Work, and after it has been inspected and approved, make all repairs necessary to restore Work of Others to condition in which it was found at time of cutting, all at no increase in Contract Sum.

E. At completion of Work provide written certification that all Systems are functioning properly without defects.

3.4 CLEANING AND PAINTING:

A. Refinish Work supplied with final finish as part of the Work of this Division if damaged as part of the Work of this Division to satisfaction of Architect.

B. Clean out and remove from site all surplus materials and debris resulting from this Work, including surplus excavated materials.

B. SECTION 160 60 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

PART 1 GENERAL

1.1 SUMMARY
A. Section Includes:

1. Rod electrodes.

2. Wire.

3. Mechanical connectors.

1.2 REFERENCES

A. Institute of Electrical and Electronics Engineers:

1. IEEE 142 - Recommended Practice for Grounding of Industrial and Commercial Power Systems.

B. International Electrical Testing Association:

1. ANSI/NETA ATS - Acceptance Testing Specifications for Electrical

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Power Equipment and Systems.

C. Part 3, Title 24, - California Electrical Code (CEC).

1.3 SYSTEM DESCRIPTION
A. Grounding systems use the following elements as grounding electrodes:

1. Rod electrode.

1.4 SUBMITTALS
A. Product Data: Submit data on grounding electrodes and connections.

B. Manufacturer's Installation Instructions: Submit for active electrodes.

1.5 CLOSEOUT SUBMITTALS
A. Project Record Documents: Record actual locations of components and grounding electrodes.

1.6 QUALITY ASSURANCE
A. Provide grounding materials conforming to requirements of NEC, IEEE 142, and UL labeled.

1.7 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with minimum three years experience.

1.8 DELIVERY, STORAGE, AND HANDLING
A. Accept materials on site in original factory packaging, labeled with manufacturer's identification.

B. Protect from weather and construction traffic, dirt, water, chemical, and mechanical damage, by storing in original packaging.

C. Do not deliver items to project before time of installation. Limit shipment of bulk and multiple-use materials to quantities needed for immediate installation.

PART 2 PRODUCTS

2.1 ROD ELECTRODES

A. Product Description:

1. Material: Copper.

2. Diameter: 3/4 in ch.

3. Length: 10 feet.

B. Connector: Connector for exothermic welded connection.

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2.2 WIRE
A. Material: Stranded copper.

B. Grounding Electrode Conductor: Copper conductor insulated if in conduit or above grade exposed, bare if direct buried.

C. Bonding Conductor: Copper conductor insulated.

2.3 MECHANICAL CONNECTORS
A. Description: Bronze connectors, suitable for grounding and bonding applications, in configurations required for particular installation.

PART 3 EXECUTION

3.1 EXAMINATION
A. Verify final backfill and compaction has been completed before driving rod electrodes.

3.2 PREPARATION
A. Remove paint, rust, mill oils and surface contaminants at connection points.

3.3 INSTALLATION
A. Install rod electrodes at locations as indicated on Drawings. Install additional rod electrodes to achieve specified resistance to ground.

B. Install grounding and bonding conductors concealed from view.

C. Equipment Grounding Conductor: Install separate, insulated conductor within each feeder and branch circuit raceway. Terminate each end on suitable lug, bus, or bushing.

D. Permanently attach equipment and grounding conductors prior to energizing equipment.

3.4 FIELD QUALITY CONTROL
A. Provide visual and mechanical inspection in accordance with NETA ATS, 7.13.1.

END OF SECTION

C. SECTION 161
23 - BUILDING WIRE AND CABLE
PART 1 GENERAL

1.1 SUMMARY

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A. Section includes building wire and cable and wiring connectors and connections.

1.2 REFERENCES
A. International Electrical Testing Association:

1. ANSI/NETA ATS – 2009 Acceptance Testing Specifications for Electrical Power Equipment and Systems.

B. NECA (National Electrical Contractors Association) - Standard of Installation.

C. ANSI/NFPA 70 – National Electrical Code (NEC).

D. Part 3, Title 24, - California Electrical Code (CEC).

E. Underwriters Laboratories, Inc. (UL).

1. UL-83, UL-44 – Thermoplastic-Insulated Wire and Cables.

1.3 SYSTEM DESCRIPTION
A. Product Requirements: Provide products as follows:

1. Stranded conductor for feeders and branch circuits 10 AWG and smaller.

2. Stranded conductors for control circuits.

3. Conductor not smaller than 12 AWG for power and lighting circuits.

B. Wiring Methods: Provide the following wiring methods:

1. Exterior Locations: Use only building wire Type XHHW-2 insulation, in raceway.

2. Underground Locations: Use only building wire Type XHHW-2 insulation, in raceway.

1.4 DESIGN REQUIREMENTS
A. Conductor sizes are based on copper.

1.5 SUBMITTALS
A. Product Data: Submit for building wire.

1.6 CLOSEOUT SUBMITTALS
A. Project Record Documents: Record actual locations of components and circuits.

1.7 QUA

LIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience.

1.8 FIELD MEASUREMENTS
A. Verify field measurements are as indicated on Drawings.

1.9 COORDINATION

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A. Where wire and cable destination is indicated and routing is not shown, determine routing and lengths required.

B. Determine required separation between wire, cable and other work.

Determine cable routing to avoid interference with other work.

C. Wire and cable routing indicated is approximate unless dimensioned.

PART 2 PRODUCTS

2.1 BUILDING WIRE
A. Manufacturers:

1. Diamond Wire & Cable Co.

2. Essex Group Inc.

3. General Cable Co.

4. Approved equal.

B. Product Description: Single conductor insulated wire.

C. Conductor: Copper.

2.2 Plastic Tape:

A. Black 7 mil thick general purpose electrical tape, Scotch 33 plus or equal.

2.3 Insulating Resin:

A. Use two part liquid epoxy resin with resin and catalyst in premeasured, sealed mixing pouch. Scotchcast 4 or equivalent.

2.4 Reducing Adapters:

A. Burndy, Thomas and Betts or approved equal.

2.5 WIRING CONNECTORS
A. Bolted pressure connectors: Cast bronze compression bolts designed for parallel taps, tees, crosses or end-to-end connections.

B. Insulated spring wire connectors: Multi-part construction incorporating a steel spring enclosed with a color coded outer thermoplastic shell.

C. Compression type termination lugs: Tin plated copper high-compression type lugs for installation with hand or hydraulically operated crimping tools and dies. Provide 2-hole lugs for size #4/0 AWG and larger wire where terminated to bus bars.

PART 3

EXECUTION

3.1 EXAMINATION
A. Verify raceway installation is complete and supported.

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3.2 PREPARATION
A. Completely and thoroughly swab raceway before installing wire.

3.3 INSTALLATION
A. Route wire and cable to meet Project conditions.

B. Neatly train and lace wiring inside boxes, equipment, and panelboards.

C. Special Techniques--Building Wire in Raceway:

1. Pull conductors into raceway at same time.

2. Install building wire 4 AWG and larger with pulling equipment.

D. Special Techniques - Wiring Connections:

1. Clean conductor surfaces before installing lugs and connectors.

2. Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible temperature rise.

3. Tape uninsulated conductors and connectors with electrical tape to 150 percent of insulation rating of conductor.

4. Install split bolt connectors for copper conductor splices and taps, 6 AWG and larger.

5. Install solderless tool applied pressure connectors and lugs for copper conductor splices and taps, 8 AWG and larger.

6. Install insulated spring wire connectors with plastic caps for copper conductor splices and taps, 10 AWG and smaller.

7. Encapsulate below grade splices at outlet, pull and junction boxes with specified insulating resin kits. Make all splices watertight.

8. Install waterproof wire connectors with plastic caps for copper conductor splices and taps, 10 AWG and smaller in outdoor or wet locations.

9. Where ove rsized cables are used to accommodate voltage drop, whether a single or parallel feeder, provide appropriate reducing adapter and conductors for termination.

3.4 WIRE COLOR

A. General

1. For wire sizes 10 AWG and smaller, install wire colors in accordance with the following:
a. Black and red for single phase circuits at 120/240 volts.

2. For wire sizes 8 AWG and larger, identify wire with colored tape at terminals, splices and boxes. Colors are as follows:
a. Black and red for single phase circuits at 120/240 volts.

B. Neutral Conductors: White. When two or more neutrals are located in one conduit, individually identify each with proper circuit number.

C. Branch Circuit Conductors: Install three or four wire home runs with each phase uniquely color coded.

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D. Feeder Circuit Conductors: Uniquely color code each phase.

E. Ground Conductors:

1. For 6 AWG and smaller: Green.

2. For 4 AWG and larger: Identify with green tape at both ends and visible points including junction boxes.

3.5 FIELD QUALITY CONTROL
A. Provide visual and mechanical inspection in accordance with NETA ATS, 7.3.2.1.

END OF SECTION
D. SECTION 161 28 - RACEWAY AND BOXES FOR

ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 SUMMARY
A. Section includes conduit and tubing, surface raceways, wireways, outlet boxes, pull and junction boxes, and handholes.

1.2 REFERENCES
A. American National Standards Institute:

1. ANSI C80.1 - Rigid Steel Conduit, Zinc Coated.

B. National Electrical Manufacturers Association:

1. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum).

2. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable Assemblies.

3. NEMA OS 1 - Sheet Steel Outlet Boxes, Device Boxes, Covers, and Box Supports.

4. NEMA RN 1 - Polyvinyl Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit.

5. NEMA TC 2 - Electrical Polyvinyl Chloride (PVC) Tubing and Conduit.

6. NEMA TC 3 - PVC Fittings for Use with Rigid PVC Conduit and Tubing.

C. NFPA 70 – National Electrical Code (NEC). Part 3, Title 24, - California Electrical Code (CEC).

1.3 SYSTEM DESCRIPTION
A. Raceway and boxes located as indicated on Drawings, and at other locations required for splices, taps, wire pulling, equipment connections, and compliance with regulatory requirements. Raceway and boxes are shown in approximate locations unless dimensioned. Provide raceway to complete wiring system.

B. Outdoor Locat ions, Above Grade: Provide rigid steel conduit. Provide cast metal outlet, pull, and junction boxes.

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1.4 SUBMITTALS
A. Product Data: Submit for the following:

1. Metallic conduit.

2. Nonmetallic conduit.

3. Raceway fittings.

4. Conduit bodies.

5. Pull and junction boxes.

B. Manufacturer's Installation Instructions: Submit application conditions and limitations of use stipulated by Product testing agency specified under Regulatory Requirements. Include instructions for storage, handling, protection, examination, preparation, and installation of Product.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Protect conduit from corrosion and entrance of debris by storing above grade. Provide appropriate covering.

B. Protect PVC conduit from sunlight.

1.6 COORDINATION
A. Coordinate Work of this Division and Work of other Divisions in advance of installation. Provide additional Work to overcome tight conditions at no increase in Contract Sum.

B. Coordinate installation of outlet boxes for equipment specified in other divisions.

PART 2 PRODUCTS

2.1 METAL CONDUIT
A. Rigid Steel Conduit: ANSI C80.1.

B. Fittings and Conduit Bodies: NEMA FB 1. Fittings shall be steel/malleable iron with threaded fittings. Use insulated metallic bushings with lug where ground connections are required. Use plastic bushing for non-bonding applications.

2.2 PVC COATED METAL CONDUIT
A. Product Des cription: NEMA RN 1; rigid steel conduit with external PVC coating, 40 mil thick.

B. Fittings and Conduit Bodies: NEMA FB 1; steel fittings with external PVC coating to match conduit.

2.3 NONMETALLIC CONDUIT
A. Product Description: NEMA TC 2; Schedule 40 PVC.

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B. Fittings and Conduit Bodies: NEMA TC 3.

2.4 OUTLET BOXES
A. Cast Boxes: NEMA FB 1, Type FD, cast feralloy. Furnish gasketed cover by box manufacturer. Furnish threaded hubs.

B. Wall Plates for Unfinished Areas: Furnish gasketed cover.

2.5 PULL AND JUNCTION BOXES
A. Sheet Metal Boxes: NEMA OS 1, galvanized steel.

B. Surface Mounted Cast Metal Box: NEMA 250, Type 4; flat-flanged, surface mounted junction box:

1. Material: Galvanized cast iron.

2. Cover: Furnish with ground flange, neoprene gasket, and stainless steel cover screws.

C. Concrete composite Handholes: Die-molded, concrete composite hand holes:

1. Cable Entrance: Pre-cut cable entrance at center bottom of each side.

2. Extension: 12” reinforced concrete below box.

3. Cover: Concrete composite cover with nonskid finish. Covers shall be marked “ELECTRIC”, “SIGNAL”, “GROUND’ or as indicated on drawings.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify outlet locations and routing and termination locations of raceway prior to rough- in.

3.2 INSTALLATION
A. Ground and bond raceway and boxes in accordance with Section 16060.

B. Arrange raceway and boxes to maintain headroom and present neat appearance.

3.3 INS

TALLATION - RACEWAY
A. Raceway routing is shown in approximate locations unless dimensioned.

Route to complete wiring system.

B. Provide flexible conduit connections of short length to equipment subject to vibration and all motors; twenty-four inches maximum.

C. Cut conduit square using saw or pipe cutter; de-burr cut ends.

D. Join nonmetallic conduit using cement as recommended by manufacturer. Wipe nonmetallic conduit dry and clean before joining. Apply full even coat of cement to entire area inserted in fitting. Allow joint to cure for minimum 20 minutes.

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E. Install conduit hubs or sealing locknuts to fasten conduit to sheet metal boxes in damp and wet locations and to cast boxes.

F. Install no more than equivalent of four 90 degree bends between boxes.

Install conduit bodies to make sharp changes in direction, as around beams.

G. Avoid moisture traps; install junction box with drain fitting at low points in conduit system.

H. Install suitable pull string or cord in each empty raceway except sleeves and nipples.

I. Install suitable caps to protect installed conduit against entrance of dirt and moisture.

J. Close ends and unused openings in wireway.

3.4 INSTALLATION - BOXES
A. Support boxes independently of conduit.

3.5 INSTALLATION CONCRETE COMPOSITE HANDHOLES
A. Install boxes flush with finished grade or surface material.

B. Provide hold down bolts for all covers.

C. Provide minimum 12” depth of crushed rock or pea gravel below boxes for drainage.

3.6 ADJUSTING
A. Install knockout closures in unused openings in boxes.

3.7 CLEANING
A. Clean interior of boxes to remove dust, debris, and other material.

B. Clean exposed surfaces and restore finish.

END OF SECTION

E. SECTION 161 35 UNDERGROUND CONDUIT SYSTEM
PART 1 - GENERAL

1.1 CONDITIONS:

A. The Requirements of General Conditions and Special Conditions apply to Work of this Section as if fully repeated herein.

1.2 WORK INCLUDED:

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A. Encase and install underground power and signal system feeder conduits outside foundation line as specified or as shown. This shall include, but not be limited to, all excavation, draining trenches, sloping of conduit, backfilling, compacting, and removal of excess dirt.

PART 2 PRODUCTS

2.1 MATERIALS
A. Conduit:

1. Nonmetallic Conduit: NEMA TC 2 Schedule 40 PVC.

2. Rigid steel Conduit: ANSI C80.5.

3. PVC coated metal Conduit: NEMA RN 1; rigid steel conduit with external PVC coating, 40 mil thick.

B. Interlocking plastic module spaces which provide three inch (3") spacing between conduits shall be used to hold ducts in place before and during sand envelope installation.

C. Couplings and Joint Cement: As recommended by manufacturer and compatible with conduit used. Couplings shall fit conduit securely.

D. Adapters Necessary for Transition from Metallic Conduit to Non-metallic Conduit: Same manufacturer as non-metallic conduit used.

E. Manufacture conduit in nominal Iron Pipe Size (IPS) as indicated on Drawings.

F. Underground warning tape: 6 inch wide, yellow polyethylene tape, with continuous black imprinting.

G. Conduit tape: 2 inch wide black 10 mil vinyl conduit wrap.

H. Liquid tape coating: Scotchkote electrical coating or approved equal.

PART 3 - EXECUTION

3.1 EXCAVATION AND BACKFILLING:

A. Be responsible for all excavation, shoring, bracing, draining trenches, roadway cuts, repairing of finished surfaces, sloping of ducts toward pull hole, forming of conduit assembly and protective concrete envelope, backfilling, tamping and removal of excess earth. Make excavation in manner to provide uniform bearing for conduit bank.

B. After req uired tests and inspection, backfill ditch and tamp. First foot above conduit bank shall be hand backfilled with rock -free clean earth. Be responsible for any ditches that cave in. Tamp backfill as follows:

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1. Roadways - ninety percent (95%)

2. Non-Traffic areas – ninety percent (90%)

3. Planter areas – eighty five percent (85%)
C. In asphalt or concrete paved areas, backfill only to sub-grade level. Minimum conduit depth of pipe crown shall be two feet (2') below finished or natural grade.

D. Restore all surfaces, roadways, walks, curbs, walls, existing underground installations, and other construction or improvements damaged by installation of Electrical Work, to original condition in an acceptable manner.

E. Maintain all warning signs, barricades, flares, and lanterns as required.

3.2 CONDUIT INSTALLATION:

A. Support conduit for entire length on undisturbed original earth.

B. Include spare conduits in conduit banks as indicated on drawing details.

C. Install no more that an equivalent of four 90 degree bends between boxes.

D. Minimum Radius Bends: As required by the C.E.C. for main electrical duct runs.

E. Encase all underground conduits in fine earth. All underground conduit runs shall have minimum of thirty inch (30") cover.

F. Join nonmetallic conduit using cement as recommended by manufacturer.

Wipe nonmetallic conduit dry and clean before joining. Apply full even coat of cement to entire area inserted in fitting. Allow joint to cure for 20 minutes, minimum.

G. Waterproof all conduit joints according to manufacturer's recommendations.

Seal ends of conduits entering building or pull boxes watertight.

H. Each conduit shall have an approved fire retardant pull rope before and after cable is installed and in all spare conduits, and shall be capped at pull hole.

I. Surfaces upon which concrete is to be placed shall be free of standing water, mud, and debris. Moisten absorptive surfaces against which concrete is to be placed.

J. Provide vin yl conduit wrap around rigid steel conduits where passing thru concrete slab.

K. Provide underground warning tape for all feeder and communication system conduits. Install tape 8 inches below finished grade.

L. Use suitable caps to protect installed conduit against entrance of dirt and moisture.

3.3 CONCRETE COMPOSITE HANDHOLE INSTALLATION
A. Provide minimum 12” depth of crushed rock or pea gravel below boxes for drainage.

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B. Covers shall be marked “ELECTRIC”, “SIGNAL”, “GROUND’ or as indicated on drawings.

C. Install boxes flush with finished grade or surface material.

D. Provide hold down bolts for all covers.

END OF SECTION

J. SECTION 16 210 ELECTRICAL UTILITY SERVICES
PART 1 - GENERAL

1.1 SUMMARY
A. Section includes arrangement with Utility Company for permanent electric service; payment of Utility Company charges for service; service provisions; and utility metering equipment.

1.2 SYSTEM DESCRIPTION
A. Utility Company: SMUD
B. System Characteristics: 480/277 volts, 3 phase, four-wire, 60 Hertz.

C. Service Entrance: Underground.

D. Underground Service Provisions: Underground service entrance to building service entrance equipment.

1. Utility Raceway Connection: At Utility Company's pad-mounted transformer.

2. Utility Service-Entrance Conductor Connection: At Utility Company's pad- mounted transformer.

1.3 QUALITY ASSURANCE
A. Perform Work in accordance with Utility Company written requirements.

B. Maintain one copy of each document on site.

1.4 FIELD MEASUREMENTS
A. Verify field measurements as indicated on Utility Company drawings.

1.5 COORDINATION
A. Coordinate with utility company, relocation of overhead or underground lines interfering with construction. Where power lines are to be relocated, bill utility costs, directly to Owner.

B. Utility charges for service installation will be paid by Owner and are not

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February 2025

part of this contract.

PART 2 PRODUCTS

2.1 UTILITY METERS
A. Furnished by Utility Company.

2.2 UTILITY METER BASE
A. Per SMUD requirements.

PART 3 EXECUTION

3.1 EXAMINATION
A. Verify service equipment is ready to be connected and energized.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in providing and completing the Site Electrical as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 10. Tennis
Court Lighting System

This item shall consist of furnishing and installing the complete Tennis Court Lighting System, including but not limited to, points of connections, conduits, conductors, electrical panel, foundations, poles, fixtures, lamps, as shown on the Plans and in conformance with Section 34 of the Standard Specifications and these Special Provisions.

A. Attachment A: G eotechnical Engineering Report, Meadows Park, dated June 14th, 2024, prepared by Terracon.

B. Electrical Plan Sheet E8: Electrical Specifications, dated August 28th, 2024, prepared by M.

Niels Engineering inc.

C. Electrical Plans: Light Structure Pole and Foundation Standard, Musco Lighting, Inc., date d
August 28th, 2024, prepared by M. Niels Engineering inc.

D. Elec
tronic Timer: Shall be Musco Lighting Controller. This electronic timer shall be sized per the Electrical Engineer.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Tennis Court Lighting System as shown on the Plans, as specified in the Special Provisions and as directed by the Landscape Architect.

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Item No 11. Aggr egate Base

This item shall consist of furnishing and installing aggregate base (AB) under concrete flatwork and asphaltic concrete pavement as shown on the plans in conformance with Section 10, and 17 of the Standard Specifications , these Special Provision s, and the Geotechnical Engineering Report (Refer to Attachments).

A. Aggregate Base shal
l be Class II, per Section 26 of the State Standard Specifications.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in providing and completing the Aggregate Base to Place under Concrete Flatwork as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 12. Conc rete Flatwork

This item shall consist of furnishing and constructing Concrete Flatwork as shown on the plans in conformance with Sections 10, 19, 24, and 38 of the Standard Specifications , as amended by these Special Provision, and the Geotechnical Engineering Report (Refer to Attachments).

A. Portland Cement Concrete shal
l be Type II, Class “C”, conforming to Section 10- 5 of the Standard Specifications.

B. Expansion & Score Joints shal l conform to Section 24-6 of the Standard Specifications with the exception of the following. Expansion joints and score joints shall be located where indicated on the plans and edged to a three-eighths inch (3/8") radius.

C. Finish shal
l conform to Section 24- 7 of the Standard Specifications with the following exception: the concrete shall be broomed perpendicular to the sidewalk edge with a medium finish.

D. Test Panel shall be required and shall be poured prior to placement of concrete flatwork.

The contractor shall construct a test panel of 3' X 3' X 3-1/2" thick minimum dimensions.

The Contractor shall notify the Landscape Architect and Inspector forty -eight (48) hours prior to test pour. If the test is found to be unsatisfactory by the City, additional test panels shall be constructed and finished until the correct finish is achieved. Workmen and equipment used in the construction of the test panel shall be the same as those used throughout the installation of concrete.

E. Aggregate base shal
l be paid for under “aggregate base to place” of these special provisions.

F. Reinforcement shal l be intermediate grade and deformed in conformance with “deformed billet-steel bars for concrete reinforcement” (ASTM Designation A615) and with Section 21 of the Standard Specifications. Rebar shall be as shown on the plans.

G. Dowel Reinforcement shal l be done where new paving meets existing paving as shown on the plans. This item shall conform to Standard Specifications Sections 24 -11, 10-23 and

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February 2025

H. Subgrade shall conform to Sections 19 of the Standard Specification and to the “Subgrade Preparation” of the Geotechnical Engineering Report (Refer to Attachments).

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the Concrete Flatwork as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 13. Vehic
ular Concrete Paving

This item shall consist of furnishing and constructing Vehicular Concrete Paving as shown on the plans in conformance with Sections 10, 19, 24, and 38 of the Standard Specifications, as amended by these Special Provision, and the Geotechnical Engineering Report (Refer to Attachments).

A. Portland Cement Concrete shal l be Type II, Class “C”, conforming to Section 10- 5 of the Standard Specifications.

C. Finish shal l conform to Section 24- 7 of the Standard Specifications with the following exception: the concrete shall be broomed perpendicular to the sidewalk edge with a medium finish.

D. Test Panel shall be required and shall be poured prior to placement of concrete flatwork.

The contractor shall construct a test panel of 3' X 3' X 3-1/2" thick minimum dimensions.

E. Aggregate base shal
l be paid for under “aggregate base to place” of these special provisions.

G. Dowel Reinforcement shal l be done where new paving meets existing paving as shown on the plans. This item shall conform to Standard Specifications Sections 24 -11, 10-23 and

21. H. Subgrade shall conform to Sections 19 of the Standard Specification and to the “Subgrade Preparation” of the Geotechnical Engineering Report (Refer to Attachments).

Payment shall be made at the lump sum price bid and shall include full compensation for

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February 2025

furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the Vehicular Concrete Paving as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 14. Conc rete Driveway

This item shall consist of furnishing and constructing a Concrete Driveway as shown on the plans in conformity with Sections 10, 13, 19, 24 and 38, detail T -21 or T -22 of the Standard Specifications and as amended by these Special Provisions and the manufacturers specifications.

A. Street Enc roachment/Excavation Permit - Contractor shall apply for and obtain a Encroachment/Excavation Permit from the Community Development Department, Permit Counter at 300 Richards Boulevard, 3rd Floor, Sacramento, prior to performing any street work. For more information on the Application for Encroachment/Excavation, contact (916) 808-6810. The City Parks and Recreation Dept. will pay the fee associated with the Encroachment/ Excavation Permit directly to the Community Development Dept., after the permit application is filed and prior to approval. The contractor will be required to submit copies of the site plan, a Traffic Control Plan prepared by the Contractor, and a construction schedule for work in the right-of-way.

B. Demolition of e
xisting sidewalk, pavement, curb, and gutter shall conform to Section 13- 3 and 24- 14 of the Standard Specifications. Asphalt road shall be repaired per City Specifications. The Contractor shall remove all resulting debris from the project site.

C. Portland Cement Concrete shal
l be Type II, Class “C”, conforming to Section 10- 5 of the Standard Specifications.

D. Reinforcement shal
l be intermediate grade and deformed in conformance with “deformed billet-steel bars for concrete reinforcement” (ASTM Designation A615) and with Section 21 of the Standard Specifications. Rebar shall be as shown on the plans.

E. Expansion & Score Joints shal l conform to Section 24- 6 of the Standard Specifications, with the following exception: expansion joints and score joints shall be located where indicated on the plans.

F. Truncated Domes shal
l conform to detail T -40 of the City of Sacramento Transportation Standard Specifications.

G. Finish shal
l conform to Section 24- 7 of the Standard Specifications with the following exception: the concrete shall be broomed perpendicular to the sidewalk edge with a medium finish.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and doing all work involved in completing the Concrete Driveway as shown on the Plans, as specified in these Special Provisions and as directed by the Landscape Architect.

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February 2025

Item No 15. 9” C oncrete Mowband

This item shall consist of constructing a 9" Concrete Mowband as shown on the plans in conformance with Section 10, 19, and 24 of the Standard Specifications and these Special Provisions.

A. Portland Cement Concrete shal
l be Type II, Class “C”, conforming to Section 10- 5 of the Standard Specifications.

B. Reinforcement shal l be intermediate grade and deformed in conformance with “deformed billet-steel bars for concrete reinforcement” (ASTM Designation A615) and with Section 21 of the Standard Specifications. Rebar shall be as shown on the plans.

C. Subgrade shal l conform to Section 19 of the Standard Specifications, with the following exception: relative compaction shall be 85% and to the “Subgrade Preparation” of the Geotechnical Engineering Report (Refer to Attachments).

D. Finish shal l be broomed parallel to the mow strip edge with a medium broom finish. All exposed surfaces shall be finished to true lines and grades as shown on the plans.

E. Expansion Joints and Score lines shall conform to Section 24- 6 of the Standard Specifications with the exception of the following. Expansion joints shall be place at 20' O.C., and score lines at 10’ O.C.

Payment shall be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the 9" Concrete Mowband as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 16. 9” C
oncrete Sports Court Curb

This item shall consist of furnishing and installing 9” Concrete Sports Court Curb as shown on the plans in conformance with Sections 10, 19, 24 and 38; detail T-11 of the Standard Specifications and these Special Provisions.

A. Portland Cement Concrete shal
l be Type II, Class “C”, conforming to Section 10-5 of the Standard Specifications.

B. Reinforcement shal l be per plans.

C. Expansion Joints and Score Lines shal l conform to Section 24- 6 of the Standard Specifications with the exception of the following. Expansion joints shall be placed at 20’ O.C., and score lines at 10’ O.C.

Payment shall be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the 9” Concrete Spots Court Curb as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

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February 2025

Item No 17. Asphal tic Concrete Pavement

This item shall consist of furnishing and installing Asphalt Concrete Pavement as shown on plans in conformance with Section 10 and 22 of the Standard Specifications, Geotechnical Engineering Report and these Special Provisions and Section 39 of the State Standard Specifications.

A. Asphalt Concrete shal l be Type B (medium) and shall conform to Section 22 of the Standard Specifications and Section 39 of the State Standard Specifications.

B. Tack Coat shal l be applied and shall be conform to Section 22- 7 of the Standard Specifications.

C. Asphalt Binder shal
l be PG64-10 or PR64-16 and shall conform to Section 39 of the State Standard Specifications.

D. Flood Tes t: The asphalt pavement should be flooded to check for surface drainage, low areas, high areas greater than 1/8” tolerance. Out of tolerance areas should be repaired, filled to grade or re-installed.

E. Asphalt Sealcoat shal
l be an application of Asphalt Emulsion and shall comply with Section 23-3, 23- 6 and 23- 7 of the City Standard Specifications. Asphalt Seatcoat may be Raynguard “Steelguard” asphalt pavement sealer or approved equal.

Payment shall be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Asphalt Concrete Pavement as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 18. Paint ed Striping

This item shall consist of accurately locating and painting two inch (2") wide stripes and pavement markings on the sports courts as shown on the Plans, in conformance Sections 32-2 and 32-3 of the Standard Specifications and these Special Provisions.

A. Paint shal
l be white traffic line paint, 12 to 14 mils thick when wet.

B. Tolerance and Appearance shal l conform to Section 32- 2 of the Standard Specifications with the following exception: that there shall be no more than one -half inch (1/2") deviation from tangent alignment or true arc.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Painted Striping as shown on the plans, as specified in the se Special Provisions and as directed by the Landscape Architect.

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February 2025

Item No 19. Tenn is and Pickleball Court Surfacing

This item shall consist of furnishing and installing Tennis and Pickleball Court Surfacing as shown on plans in conformance with Section 10, 22, 23 and 39 of the Standard Specifications and these Special Provisions.

A. Asphalt Paving and Aggregate Base shal
l be paid under the Asphalt Paving and Aggregate
Base, Bid Items of these Special Provisions.

B. Tennis Court Surfacing: Tennis Court Surfacing: Acrylic athletic surfacing system, highly pigmented, comprised of a combination of texture coats and finish coats providing a long- wearing color surface of uniform texture by California Products Corporation “Fortified Plexipave”, Fl intkote Co.; “Decoralt”, Chevron Asphalt Company; “Chevron’s Surfacing System”; or approved equal.

C. Colors: shal
l be “Blue” for tennis court playing area and “Green” for surrounding areas.

D. Playing Lines: Shall be Plexicolor Line Paint by California Products Corporation, or equivalent by Flintkoke Co., Chevron Asphalt Co., or equal. Color shall be white for Tennis Court Lines and Green for Pickleball Lines. No oil-based paint shall be allowed.

E. Tolerance and Appearance shal l conform to Section 32- 2 of the Standard Specifications with the following exception: that there shall be no more than one -half inch (1/2”) deviation from tangent alignment or true arc.

F. Submi
ttals: Contractor shall submit three complete sets of specialty pavement data within ten days after award of contract. Data shall include color samples, manufacturer’s specifications and recommendations, and list of at least three similar application s completed by the Contractor within the past three years.

G. Installation: T
he surfacing shall be applied to court surface by pouring from a can or a wheeled container to continuous parallel lines and spreading immediately with a rubber - faced squeegee. There shall be surface two applications of the product. The total amount of surface shall not be less than 60 gallons per 1,000 square feet per coat.

1. A s
urface course of a nominal thickness shall be constructed on the completed pavement using the double straight edge course method.

2. The finished surface course shall be flooded and areas that hold water more than 1/8” shall be filled to grade with a mixture of Carpet Coat Surface.

3. Acrylic Resurface (no asphaltic materials will be permitted):

Acrylic Resurface 55 gals
Water 20-40 gals
Sand (40-60 Mesh) 600-900 lbs.

4. Filled Acrylic Finish Color: After the surfacing application has been completed and allowed to cure, the filled acrylic finish and Plexichrome shall be applied in three

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February 2025

(3) applications.

• Two squeegee applications of filled acrylic finish. Minimum amount of undiluted filled acrylic material to be applied is 12 gallons per 1,000 square feet.
• One brush or roller application of unfilled acrylic finish. Minimum amount of undiluted unfilled acrylic to be applied is 7 gallons per 1,000 square feet.

5. Playing Lines: Playing lines shall be accurately located and marked by snapping chalked line on the court surface. Standard dimensions shall be used. The lines shall be solidly opaque. No oil base paint will be permitted.

H. Protection: The
area shall be protected from traffic during all operations and shall not be opened for use for at least 24 hours after the finished surface has dried completely.

I. Inspection: Cont ractor shall notify the City at the completion of each stage of the operation and shall allow reasonable time for inspection prior to proceeding with each following stage until authorization to proceed has been received from the City.

Payment shall be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Tennis and Pickleball Court Surfacing as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 20. Tenn
is and Pickleball Court Chain Link Fence

This item shall consist of furnishing and installing a Tennis and Pickleball Court Chain Link Fence as shown on the plans in conformance with Paragraph 10- 38, Section 31 of the Standard Specifications and these Special Provisions.

A. Top Rail Mid dle and Bottom Rail shall be used. Top Rail and Braces shall be 1.660" O.D. - G.S.P., or cold formed steel pipe, as stated in Paragraph C, and shall weigh 2.27 or

1.83 lbs. per linear foot, respectively.

B. Tie Wires shal l be 9-gauge galvanized steel wire, spaced 18 inches apart. Tie wires shall be given at least one complete turn.

C. Fabric shal l be of material and installed as stated in Paragraph 10- 38 and Section 31 of the Standard Specifications. Fabric size shall be diamond mesh with an opening size of 1- 3/4”.

D. Terminal or Corner Post sha
ll be 2.875" O.D. - G.S.P., or high tensile strength steel pipe manufactured from cold formed steel conforming to ASTM A569 and weighing 5.79 or

4.64 lbs. per linear foot, respectively.

E. Line Post sha
ll be 2.375" O.D. - G.S.P., or cold formed steel pipe, as stated in Paragraph C, and shall weigh 3.65 or 3.117 lbs. per linear foot, respectively.

F. 3/8" Truss Rod and Turnbuckle shal l be galvanized and installed as shown on Drawing C.E. 11 of the Standard Specifications.

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February 2025

G. Post Tops, Stretcher Bars and o ther required fittings and hardware shall be hot -dip galvanized and shall be of malleable iron, cast iron, or pressed steel.

H. Concrete Footings shal l be Class D Portland cement type II concrete conforming to Sections 10, 31 and Drawing T-90 of the Standard Specifications.

I. Concrete Band Below Tennis Court Fence: Shall be Type II Class D Portland Cement Concrete conforming to Section 10-5 of the Standard Specifications.

J. Windscreen shal l be style #1310 vinyl coated polyester windscreen with 80% shade percentage, open mesh weave, 3.0 oz/square yard, with wind holes as manufactured by Collins Company (800-222-4348) or approved equal. Color shall be green.

Payment shall be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Tennis and Pickleball Court Chain Link Fence as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 21. Tennis
and Pickleball Court Single Chain Link Gate

This item shall consist of furnishing and installing a Tennis and Pickleball Court Single Chain Link Gate as shown on the plans in conformance with Paragraph 10- 38, Section 31 and T- 90 of the Standard Specifications and these Special Provisions.

A. Chain Link Fabric shal l be installed as stated in Paragraph 10- 38 and Section 31 of the Standard Specifications unless otherwise specified. Fabric shall be knuckled at both top and bottom. Contractor shall repair / replace any chain link fabric damaged during the installation of the new gates.

B. Gate Size shal
l be as shown on the plans. Corners shall be jointed by heavy pressed steel fittings. Gate frame shall be equipped with adjustable truss assemblies and complete malleable iron hinges, catch, and stops. Hinges shall permit the gate to swing back against fence 180 degrees as required. Gate latch shall conform to handicap accessibility standards. Fabric shall be of material and installed as stated in Paragraph 10- 38 and Section 31 of the Standard Specifications.

C. Terminal Post sha ll be 2.875" O.D. - G.S.P., or high tensile strength steel pipe manufactured from cold formed steel conforming to ASTM A569 and weighing 5.79 or

4.64 lbs. per linear foot, respectively.

D. 3/8" Truss Rod and Turnbuckle shal l be galvanized and installed as shown on Drawing T- 90 of the Standard Specifications.

E. Tie Wire shal l be 9 gauge galvanized steel wire, spaced 18 inches apart. Tie wires shall be given at least one complete turn.

F. Cross Bar shal
l be per plans.

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February 2025

G. Post Tops, Stretcher Bars and other required fittings and hardware shall be hot -dip galvanized and shall be of malleable iron, cast iron, or pressed steel.

F. Concrete Footings s h all be Class D Portland cement type II concrete conforming to Sections 10, 31 and Drawing T -90 of the Standard Specifications. All post holes shall be dug by hand to avoid damaging existing utilities.

G. Fork Latch Assembly shal l be commercial grade and shall be able to accommodate a minimum of 3/8” pad lock shank.

H. Gate Frame shal l be 1 7/8” Sch 40 as stated per Item 6 of Section 10-38 of the Standard Specifications.

I. Hinges shal l be per Master Halco or equal. Hinges shall permit the gate to swing back against fence 180 degrees as required.

J. Cont
ractor to submit shop drawings for fence and gates to Landscape Architect for review.

Payment shall be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Tennis and Pickleball Court Single Chain Link Gate as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 22. Tenn
is and Pickleball Court Double Chain Link Gate

This item shall consist of furnishing and installing a Tennis and Pickleball Court Double Chain Link Gate as shown on the plans in conformance with Paragraph 10- 38, Section 31 and T -90 of the Standard Specifications and these Special Provisions.

B. Gate Size shal l be as shown on the plans. Corners shall be jointed by heavy pressed steel fittings. Gate frame shall be equipped with adjustable truss assemblies and complete malleable iron hinges, catch, and stops. Hinges shall permit the gate to swing back against fence 180 degrees as required. Gate latch shall confo rm to handicap accessibility standards. Fabric shall be of material and installed as stated in Paragraph 10- 38 and Section 31 of the Standard Specifications.

C. Terminal Post sha
ll be 2.875" O.D. - G.S.P., or high tensile strength steel pipe manufactured from cold formed steel conforming to ASTM A569 and weighing 5.79 or

4.64 lbs. per linear foot, respectively.

D. Line Post shal
l be 4” O.D. – G.S.P., or cold formed steel pipe, as stated in Item 6, of paragraph 10-38. Posts shall be centered in the tennis court curb.

E. Top Rail and Bottom Rail sha ll be 1.660" O.D. - G.S.P., or cold formed steel pipe, and shall weigh 2.27 or 1.82 lbs. per linear foot, respectively.

MEADOWS PARK PHASE 3 Page 54 of 94
February 2025

F. Tie Wire shal l be 9 gauge galvanized steel wire, spaced 18 inches apart. Tie wires shall be given at least one complete turn.

G. Cross Bar shal l be per plans.

H. 3/8" Truss Rod and Turnbuckle shal l be galvanized and installed as shown on Drawing T- 90 of the Standard Specifications.

I. Post Tops, Stretcher Bars and o ther required fittings and hardware shall be hot -dip galvanized and shall be of malleable iron, cast iron, or pressed steel.

J. Concrete Footings shall be Class D Portland cement type II concrete conforming to Sections 10, 31 and Drawing T-90 of the Standard Specifications. All post holes shall be dug by hand to avoid damaging existing utilities.

K. Double Gate Latch with Pad Lock Assembly shal l be commercial grade and shall be able to accommodate a minimum of 3/8” pad lock shank.

L. Drop Bolt shal l be by Lecinox Model # VSFQFAL with adapter #6403 or approved equal and it is available through Hoover Fence Co. The Drop Bolt shall be installed as specified by the manufacturer.

M. Hinges shal l be per Master Halco or equal. Hinges shall permit the gate to swing back against fence 180 degrees as required.

N. Contr
actor to submit shop drawings for fence and gates to Landscape Architect for review.

Payment shall be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Tennis and Pickleball Court Double Chain Link Gate as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 23. Tennis
Court Equipment

This item shall consist of furnishing and installing Tennis Court Equipment as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

A. Tennis Court Post shal l consist of one (1) new sets of post 3” square, heavy gauge steel, coated with baked on Vinyl finish on exterior and interior of post. The contractor shall request the Vinyl finish color shall be black. The post feature internal all brass net tightening gears, a pulley, and external handle. The Tennis Court Post, Model #2205 w/ Sleeves #8305A-SQ24-2 shall be by Patterson Williams Athletics or approved equal.

B. Concrete Footing shal
l be Portland Cement Concrete Type II Class “D”, conforming to Section 10 of the Standard Specifications. Footing Diameters shall be consistent with exist concrete footings for Tennis Court Post and Center Tie -Down Ground Sleeve shall be installed according to manufactures specifications.

MEADOWS PARK PHASE 3 Page 55 of 94
February 2025

C. Tennis Court Hardware shall be by Patterson Williams Athletics or approved equal and shall consist of the following. Center Tie -Down Ground Sleeve Model # 8371- 20 and installed with a concrete footing. Net Tie-Down Strap Model # 8371-30.

D. Tennis Court Premium Nets shal l be by Patterson Williams Athletics or approved equal.

Tennis Court Nets Model # 8352 (42’ X 3-½’).

Dist
ributed by: Patterson Williams Athletic Company
1-800-687-5768, FAX (520) 445-8185
Or by:

Kelvin Fountano
Dave Bang Associates, inc.

Phone: (916) 542-5176, Fax: (800) 729-2483

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing Tennis Court Equipment, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 24. Pick
leball Court Equipment

This item shall consist of furnishing and installing Pickleball Court Equipment as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

A. Pickleball Court Post shal
l consist of four (4) new sets of post 3- 1/2” OD, heavy gauge steel, powder coated post. The contractor shall request the powder coat finish color shall be black. The post features internal all brass net tightening gears, a pulley, and external handle. The Pickleball Court Post, Model #2202-11P-265 w/ Sleeves #8303-18 shall be by Patterson Williams Athletics or approved equal.

B. Concrete Footing shal l be Portland Cement Concrete Type II Class “D”, conforming to Section 10 of the Standard Specifications. Footing Diameters shall be consistent with exist concrete footings for Tennis Court Post and Center Tie -Down Ground Sleeve shall be installed according to manufactures specifications.

C. Pickleball Cour
t Premium Nets shall be by Patterson Williams Athletics or approved equal.

Pickleball Court Nets Model # 8354 (36” X 21’-9”’).

Dist
ributed by: Patterson Williams Athletic Company
1-800-687-5768, FAX (520) 445-8185
Or by:

Kelvin Fountano
Dave Bang Associates, inc.

Phone: (916) 542-5176, Fax: (800) 729-2483

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing Pickleball Court Equipment, as specified in these Special Provisions and as directed by the Landscape Architect.

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February 2025

Item No 25. 42” Chain Link Fence

This item shall consist of furnishing and installing 42” Chain Link Fence as shown on the Plans in conformance with Sections 10- 38 and 31, and Standard Drawing T -90 of the Standard Specifications and as amended by these Special Provisions.

A. Top Rail and Bottom Tension Wire shal l be used. Top Rail and Braces shall be 1.660" O.D. - G.S.P., or cold formed steel pipe, as stated in Paragraph C, and shall weigh

2.27 or 1.83 lbs. per linear foot, respectively.

B. Tie Wires shal l be 9-gauge galvanized steel wire, spaced 18 inches apart. Tie wires shall be given at least one complete turn.

C. Fabric shal l be of material and installed as stated in Paragraph 10- 38 and Section 31 of the Standard Specifications.

D. Terminal or Corner Post sha
ll be 2.875" O.D. - G.S.P., or high tensile strength steel pipe manufactured from cold formed steel conforming to ASTM A569 and weighing 5.79 or

4.64 lbs. per linear foot, respectively.

E. Line Post sha
ll be 2.375" O.D. - G.S.P., or cold formed steel pipe, as stated in Paragraph C, and shall weigh 3.65 or 3.117 lbs. per linear foot, respectively.

F. 3/8" Truss Rod and Turnbuckle shal
l be galvanized and installed as shown on Drawing
C.E. 11 of the Standard Specifications.

G. Post Tops, Stretcher Bars and o
ther required fittings and hardware shall be hot -dip
galvanized and shall be of malleable iron, cast iron, or pressed steel.

H. Concrete Footings shal
l be Class D Portland cement type II concrete conforming to Sections 10, 31 and Drawing T-90 of the Standard Specifications.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved in completing the 42” Chain Link Fence as shown on the Plans, as specified in t hese Special Provisions and as directed by the Inspector.

Item No 26. Park R
ules Sign

This item shall consist of proving materials and installing Park Rules Signs as shown on the Plans in conformance with these Special Provisions and the City Standard Specifications and Standard Drawing No. T-270.

A. Park Rules Sign
s shall provided by the City, for installation by the contractor. Signage shall be installed on court fencing as shown on the plans. Signage shall be located near any pedestrian gates.

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February 2025

B. Sign clamps shall be two stainless steel single gridwall clamps or equal. Clamp placement shall not obscure any language on the sign. Clamps shall be tightened to prevent any movement on the sign.

C. Stainless Steel Nuts & Bolts shal
l be vandal resistant bolts with the nuts tack welded on to reduce theft.

Payment shall be made at the lump sum Bid Price, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Park Rule Signs as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 27. Basket ball Court Asphalt Paving and Striping

This item shall consist of furnishing and installing Basketball Court Asphalt Paving and Striping as shown on plans in conformance with Section 10, 22, 23 and 39 of the Standard Specifications and these Special Provisions.

A. Asphalt Concrete shal
l be Type B, per the Standard Specifications.

B. Tack Coat shal l be applied and shall conform to Section 22- 7 of the Standard Specifications.

C. Asphalt Binder shal
l be PG64- 10 or PR64 -16 and shall conform to Section 39 of the Standard Specifications.

D. Flood Test: The
asphalt pavement should be flooded to check for surface drainage, low areas, high areas greater than one -eight inch (1/8”) tolerance. Out of tolerance areas should be repaired, filled to grade or re-installed.

E. Line Paint shal l be Fast Dry, Low VOC, solvent base white paint. Paint shall be applied at a thickness of 12 to 14 mil.

F. Tolerance and Appearance shal
l conform to Section 32- 2 of the Standard Specifications with the following exception: that there shall be no more than one -half inch (1/2”) deviation from tangent alignment or true arc.

Payment shall be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing Basketball Court Asphalt Paving and Striping as shown on the plans as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 28. Basket
ball Post, Backboard, Goal and Net

This item shall consist of furnishing and installing Basketball Post, Backboard, Goal and Net as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

A. Basketball Post shal l be by True Bounce or approved equal. Backboard Poles are 5” x 5” x 3/16” square steel poles with a four foot (4’-0”) extension model #PA554. Backboard

MEADOWS PARK PHASE 3 Page 58 of 94
February 2025

shall be clear 42’ 72” x ½” model XL7042 with 72” backboard pad model #BP072. Goals are heavy duty breakaway goals model #RB1000. Nets area nylon, model #BN141. Post shall be powder-coated, and the color shall be Black. Install according to manufacturer’s specifications.

Distributed by: Jim Bruno with Playgrounds by Design at (925) 426-6705, fax (925) 426- 6735. email [email protected]

B. Concrete Footing shal l be installed as specified by the manufacturer ad shall be Type II Class “D” Portland Cement Concrete, conforming to Paragraph 10 of the Standard Specifications.

Payment shall be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completin g Basketball Post, Backboard, Goal and Net as shown on the plans as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 29. Drinki
ng Fountain

This item consists of furnishing and installing an accessible Drinking Fountain and connecting to existing water and drain lines as shown on the plans and in conformance with these Special Provisions.

A. Drinking Fountain Assembly shal l be per Plans, or approved equal, and installed per the manufacturer’s instructions.

B. 1” Supply Line shal l be PVC pipe, Schedule 40, solvent weld with Schedule 80 fittings and shall be installed in conformance with Section 10 and Section 36 of the Standard Specifications.

C. Two (2) Gate Valves with
blow-off valves shall be installed in the water supply line in concrete valve boxes with locking tops. Gate valves shall be key-operated, size as shown on plans.

D. Catch Basin shal l be constructed as shown on the drawings. Concrete shall be Type II Class “D”, as specified in Section 10 and concrete work shall be completed in conformance with applicable requirements of Section 30 of the Standard Specifications.

E. Drain Line shal
l be ABS or PVC pipe, Schedule 40, solvent weld with PVC DWV fittings and shall be installed in conformance with Section 10 and Section 36 of the Standard Specifications.

F. Drain Grate shal l be No. 3 Round Drain, J. R. Smith Model 2110 series with vandal proof grate Model U or approved equal.

G. Pea Gravel shal l be 3/8” pea gravel washed with no fines.

H. Sump shal l be per plans.

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February 2025

I. Filter Fabric shall be lightweight polyester engineering fabric, landmaster, Polyspun ‘XL’ as supplied by Horizon Irrigation Supply.

J. Disinfection of the domestic water line shal l be in conformance with Standard Specifications Section 27-12 – Disinfection of Water Mains. Delete the following paragraph Section 27-12, 5, e. and replace it with the following: "Twenty -Four (24) hours after flushing the chlorinated water from the domestic main the contractor will collect samples for testing.” The samples shall be bacteriology tested for the items listed in Section 27- 12, 5, f.

K. Drain Line extensions, if required shal
l be ABS or PVC pipe, Schedule 40, solvent weld
with PVC DWV fittings and shall be installed in conformance with Section 10 and Section 36 of the Standard Specifications.

L. Gate Valves with
blow off valves shall be installed in the water supply line in concrete valve boxes with locking tops. Gate valves shall be key-operated, size per supply line.

M. Drinking Fountain Drain shal
l be per plans

N. ALL Bolts shal l be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts/ nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation.

O. Concrete Footing shal
l be Portland Cement Concrete Type II Class “D”, as specified in Section 10 and installed in conformance with Section 20 of the Standard Specifications and the manufacturer's specifications.

P. Concrete Pad shal l be paid for under “Concrete Flatwork ”, of these Special Provisions.

Concrete pad shall be thickened underneath area of anchoring to 6”.

Payment shall be made at the unit price bid per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Drinking Fountain as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 30. Trash Receptacle

This item shall consist of furnishing and installing a Trash Receptacle as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.

A. Trash Receptacle shal
l be per plans or approved equal and installed per manufacturer specifications.

B. Anchors Bolts shal l be installed as specified by the manufacturer and shall be provided by the Contractor.

C. ALL Bolts shal l be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts/

MEADOWS PARK PHASE 3 Page 60 of 94
February 2025

nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation.

D. Concrete Flatwork shall be paid for under “Concrete Flatwork”, of these Special Provisions.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing Trash Receptacle as shown on plans, as specified in these Special Provisions and as directed the Landscape Architect.

Item No 31. Pota
ble Water Line

This item shall consist of furnishing and installing a Potable Water Line, Water Meter, Domestic Water Backflow as shown on the plans, in conformance with sections 10, 13, 14, 17, 27 and 38 of the Standard Specifications these Special Provisions.

A. Supply Line shal
l be PVC pipe under 2- 1/2” and under shall be Schedule 40 and pipe 3” and large shall be Class 315, solvent weld and shall be installed in conformance with Section 10, 17, 24 and 38 of the Standard Specifications.

B. Shut-off Val ve shall be a gate valve as specified in Section 27- 7 and 38 of the Standard Specifications.

C. Water Tap is e
xisting. Contractor to field verify.

D. Meter is e xisting. Contractor to field verify.

E. Backflow Prevention Assembly is e
xisting. Contractor to verify 1-1/2” Backflow Preventer.

Notify Landscape Architect if different size is located in field.

F. Concrete Pad is ex isting. Contractor to field verify.

G. Freeze Protection Bag is existing. Contractor to field verify.

H. Backflow Preventer Enclosure is e xisting. Contractor to field verify.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the Potable Water Line as shown on plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 32. Auto matic Irrigation System Modifications

This item shall consist of furnishing and installing an Automatic Irrigation System Modifications as shown on the drawings in conformance with the applicable paragraphs of Sections 10 and 36 of the Standard Specifications and these Special Provisions.

A. Irrigation Cont rol Valves shall be existing and readjust valve box as required so it is flush with the top new adjusted grade.

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February 2025

B. Gate Valves shall be constructed of all brass as specified in Section 10-51 of the Standard Specifications and shall be lead free and shall be manufactured by Nibco, Model number T-113LF or approved equal and as shown on the plans and shall be installed at the locations as shown on the plans. Plastic control valves are not acceptable. Valves shall be installed at finished grade in a concrete valve box with locking cover.

C. Valve Boxes shal
l be existing.

D. Electrical shal l conform to Section 34 of the Standard Specifications.

E. Irrigation Control Wires shal l conform to Sections 10- 48 and 36 -12 of the Standard Specifications. Trench for irrigation control wires through existing lawn shall be twenty - four inches (24") deep. Trenching for irrigation control wires through existing paved areas shall conform to Section 34-9 of the Standard Specifications.

i. Irri
gation Control Wires shall be color coded to the use listed below and follow the colors associated with them.
a. Full Rotor - Red Wire
b. Part Rotor - Green Wire
c. Spray Heads - Yellow Wire
d. Bubblers - Blue Wire
e. Common Wire - White Wire

F. Quick Coupling Valves shal l be by Hunter Model HQ- 5RC or approved equal as specified in the plans, or approved equal. Quick coupling valve shall be constructed of brass with a locking yellow thermoplastic rubber cover with "DO NOT DRINK" markings. Quick Coupling valve shall be installed as shown on the plans in conformance with Section 10-53 of the Standard Specifications (the following shall be disregarded in the Standard Specifications “…single slot type with on inch (1”) treaded pipe connection and one (1”) key connection…” Valve box shall be installed with the top at finished grade. Four (4) quick coupler keys model HK-55 shall be provided to the City of Sacramento at the completion of the project.

G. Plastic Irrigation Pipe Fittings shal
l conform to Section 10-46 of the Standard Specifications with the following addition. Schedule 80 fittings on all connections, unions and nipples within the valve. All other connections on lateral line are Sch 40.

H. Main Line Pipe shal l conform to Section 10- 44 of the Standard Specifications and be amended as follows: Main line shall be schedule 40 solvent weld for lines 2” and smaller and Class 200 for lines 2½” and larger shall be PVC rubber ring and gasket. Main line pipes 2” and larger shall have concrete thrust blocking in conformance with Section 27-6 and Standard Drawing No. “W -103” of Section 38 of the Standard Specifications. The contractor shall pressure test the irrigation main line with the inspector present. The pressure test shall consist of the contractor pressurizing the mainline to 150 PSI for two hours with zero pressure loss with either the Inspector or Landscape Architect present.

I. Lateral Line Pipe or p
ipe on the discharge side of the irrigation control valve shall be Class 200 solvent weld PVC pipe and shall conform to Section 10- 44 of the Standard Specifications, except as previously amended.

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February 2025

J. Trench Backfill shall be installed at no more than 6” lift and each lift shall be compacted to 85% relative density in landscaped areas and compacted to 95% within future paving areas. Mainline trenches shall also have 3” of sand below the mainline and 6” of sand above the conduit.

K. PVC Primers and Solvent welded - P VC pipes will require the following primer and solvent glue applications. Primer shall consist of Weld- On P-70 Industrial Grade Primer and the PVC Solvent Cement shall be Weld-On 711 Heavy Bodied Cement, or approved equal. The primer and solvent cement shall be installed per manufactures specifications.

L. Sprinklers shal l be installed at the locations shown on the plans, in conformance with Standard Drawing No. L-50 of Section 38 of the Standard Specifications. Sprinklers shall be the type and model as shown on the plans.

M. Ball Valve Assembly shal l be installed at the locations shown on the Plans. Ball Valve Assembly shall be constructed of SCH 80 PVC with threaded connections and shall be a Flo-Control by NDS, model PVC- Sch 80-Lo-Torq Ball Valve with Threaded connection, same size as mainline or approved equal. Valves shall be installed at finished grade in the same box with the remote-control valve.

N. Electronic Marker System shall conform to Section 10- 54 of the Standard Specifications, except as amended by the following: no marker locators will be required by the Contractor.

Contractor shall supply only enough markers for use in new irrigation system. The markers shall be fastened to the underside of the valve box cover of buried lawn area valves only.

The marker shall be 3M EMS Mini-Marker – Water, model 1257.

O. Irrigation Sleeves – Sh all conform to the Standard Specifications 36-8. The minimum diameter of the sleeve shall be at least two times the diameter of the conduit going through the sleeve. The sleeve shall extend a minimum of 1’ beyond the edge of the paving.

P. Preconstruction Test of Existing Irrigation System–City and Contractor shall perform a preconstruction irrigation test prior to the start of construction. During the test all existing remote control valves shall be turned on with the irrigation controller (manually operation is not permitted). The following irrigation items shall be marked with flags and marking paint: valves, quick couplers, working heads marked blue and broken head marker yellow. All existing broken heads shall be repaired by the City unless specified as an item on the project plans or specifications. Any irrigation damaged during construction shall be repaired by the contractor as soon as possible and shall be at the contractor expense.

Q. Existing Mainline and electrical conduits it’s
the contractor’s responsibility to located the
irrigation mainline and electrical conduits with a locator prior to the start of construction.

If the City has a ‘Record Drawing’ plan a copy will be supplied to the contractor but City can’t guarantee the accuracy of the ‘Record Drawing’.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Automatic Irrigation System as shown on the plans, as specified in Section 36-25

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February 2025

of the Standard Specifications, in these Special Provisions and as directed by the Landscape Architect.

Item No 33. Lands cape Weed Fabric

This item shall consist of furnishing and installing Landscape Weed Fabric under all bark mulch in all planted areas in conformance with the Standard Specifications and as amended by these Special Provisions.

A. Landscape Weed Fabric shal l be DeWitt Weed Barrier Landscape Fabric, 3.5 -ounce, 12 yr., Color Brown, UV treated, spunbonded fabric or approved equal. Contact DeWitt Company 1-800-888-9669, or dewittcompany.com.

B. Metal Anchor Pins shall
be by Dewitt or approved equal. Contact DeWitt Company 1-800- 888-9669, or dewittcompany.com.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Landscape Weed Fabric to Place as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 34. Bark M
ulch

This item shall consist of furnishing and installing a 3” layer of Bark Mulch in all planted areas and tree wells in conformance with Sections 10 and 35 of the Standard Specifications and as amended by these Special Provisions.

A. Mulch shal
l be evenly spread in all planter areas as specified on the plans. Mulch shall be Medium Walk on Bark, consisting of shredded Douglas fir, Red fir or white fir, fibrous in nature, two-inch (2”) minimum to four-inch (4”) maximum in length, available from Redi-Gro, or approved equal. Contractor shall submit a mulch sample to the Landscape Architect for approval at least forty-eight (48) hours prior to installation.

B. Mulch shall conform to the applicable paragraphs of Section 35-8. M ulch area shall be at a three-inch (3”) finished depth at time of final acceptance by the City, and shall be free of deleterious material. It shall also placed in a four foot (4’) diameter circle around the tree base in turf areas. Mulch shall be kept at a minimum of three inches (3) away from the trunks of all woody shrubs and four inches (4”) away from trunk of all trees.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Bark Mulch as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 35. Trees -
15 Gallon

This item shall consist of furnishing, preparing and planting Trees - 15 Gallon in conformance with Sections 10 and 35 of the Standard Specifications and as amended by these Special Provisions. furnishing,

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February 2025

A. Preparing of Planting Areas shall conform to Section 35-5 of the Standard Specifications.

Soil in lawn areas adjacent to paved areas shall be graded so that after settlement, the soil will be one half inch (1/2") below the top of the paving.

C. Weed Control shal l conform to Section 35-6 of the Standard Specifications.

D. Trees and Planting Materials shall conform to Section 35-7 of the Standard Specifications, except where noted.

1. Trees qual ity and size shall comply with current edition of “American Standard for Nursery Stock” as adopted by the American Association of Nurseryman.

2. Plant Schedules sho
wn on the plans are for the Contractor's convenience only. The Contractor shall confirm all quantities and shall plant as required by the Planting Plan when discrepancies exist.

3. Tree Stake shal
l be pressure-treated lodgepole pine, eight foot (8’) by two inch (2”) diameter.

4. Nursery Stake
s shall be removed at the time of planting. No nursery stake shall be present prior to final acceptance unless other directed by the Landscape Architect.

5. Tree Ties shall conform to Section 35-7, par
agraph “G” with the exception of the ties
shall be rubber and attached per planting detail.

6. Fertilizer Tablets shal
l conform to Section 35- 7, paragraph “d” and per planting detail.

7. Mulch shal
l conform to the applicable paragraphs of Section 35-8. Mulch area shall be a four foot (4’) diameter circle from the tree base in turf and shrub areas.

Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Trees - 15 Gallon as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 36. Shrubs - 1 Gallon

This item shall consist of furnishing, preparing and planting Shrubs - 1 Gallon s in conformance with Sections 10 and 35 of the Standard Specifications and as amended by these Special Provisions.

A. Preparing of Planting Areas shal l conform to Section 35-5 of the Standard Specifications.

Soil in Shrub and Groundcover areas adjacent to paved areas shall be graded so that after settlement, the soil will be three inches (3") below the top of the adjacent paving or curb.

B. Weed Cont rol shall conform to Section 35-6 of the Standard Specifications.

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February 2025

C. Soil Preparation Materials shall conform to Section 10- 39, 10 -40, 10 -41, 35 -8 of the Standard Specifications.

1. Soil Fertility Report - Cont ractor shall submit a soil fertility analysis upon completion of rough grading for approval and application of amendments.

Soils fertility analysis shall evaluate the following: micronutrient content, macronutrient content, pH level, saturation perc entage, soil texture, infiltration rate, conductivity, total dissolved salts, cation exchange capacity, Sulfur or Lime levels, Gypsum levels, Sodium absorption ratio, exchangeable Sodium percentage, organic matter and recommendations based on analytical results.

All
soil amendments shall be cultivated into the top twelve inches (12") of the soil and thoroughly watered in. The contractor shall provide proof of soil amendment application to the Park Inspector.

2. Organic Matter shal
l be nitrogen treated fir bark with the following
properties:

Physical Properties: 95% - 100% passing, sieve size 6.35 mm (1/4” inch), 80% - 100% passing, sieve size 2.38 mm (No. 8, 8 mesh), and 0% - 30% passing, sieve size 500 micron (No. 35,32 mesh).

Chemical Properties: Nit rogen Content (dry weight basis) – 0.4-0.6% iron content – minimum 0.08% dilute acid soluble Fe on dry weight basis, soluble salts – maximum 3.5 milliohms / centimeter @ 25 degrees C. as determined by saturation extract method; ash – 0 – 6.0%.

3. Soil Conditioner shall be Tri-C Hu mate 6/2/4 Plus w/ 15% Humic Acids, 7% Calcium, and 5% Sulfur, or approved equal. The soil amendment shall contain 6-2-4 (NPK ratio) and 20% humic acids and shall be applied at the rate of 70 lbs. per 1,000 square feet. Soil conditioner shall be cultivated into the top six inches (6") of the soil and thoroughly watered in.

Contractor shall provide proof of soil conditioner application to the Project Construction Inspector. For supplier call 1- 800-927-3311 or SiteOne Landscape Supply (916) 635-1200.

4. Additional Soil Amendments may need to be added such as Sulphur, Gypsum, Lime, etc. based on the soil fertility report for the project.

D. Planting Materials shal l conform to Section 10-43 and 35-8 of the Standard Specifications.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Shrubs - 1 Gallon as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

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February 2025

Item No 37. Shrubs - 5 Gallon

This item shall consist of furnishing, preparing and planting Shrub s - 5 Gallon in conformance with Sections 10 and 35 of the Standard Specifications and as amended by these Special Provisions.

A. Preparing of Planting Areas shal l conform to Section 35-5 of the Standard Specifications.

Soil in Shrub and Groundcover areas adjacent to paved areas shall be graded so that after settlement, the soil will be three inches (3") below the top of the adjacent paving or curb.

B. Weed Control shal
l conform to Section 35-6 of the Standard Specifications.

C. Soil Preparation Materials shal l conform to Section 10- 39, 10 -40, 10 -41, 35 -8 of the Standard Specifications.

1. Soil Fertility Report - Cont ractor shall submit a soil fertility analysis upon completion of rough grading for approval and application of amendments.

All
soil amendments shall be cultivated into the top twelve inches (12") of the soil and thoroughly watered in. The contractor shall provide proof of soil amendment application to the Park Inspector.

2. Organic Matter shal l be nitrogen treated fir bark with the following properties:

Physical Properties: 95% - 100% passing, sieve size 6.35 mm (1/4” inch), 80% - 100% passing, sieve size 2.38 mm (No. 8, 8 mesh), and 0% - 30% passing, sieve size 500 micron (No. 35,32 mesh).

Contractor shall provide proof of soil conditioner application to the Project Construction Inspector. For supplier call 1- 800-927-3311 or SiteOne Landscape Supply (916) 635-1200.

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February 2025

4. Additional Soil Amendments may need to be added such as Sulphur, Gypsum, Lime, etc. based on the soil fertility report for the project.

D. Planting Materials shal l conform to Section 10-43 and 35-8 of the Standard Specifications.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Shrubs - 5 Gallon as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 38. Lawn Sodding

This item shall consist of preparing and planting Lawn Sodding in conformance with Sections 10 and 35 of the Standard Specifications and as amended by these Special Provisions. furnishing,

A. Preparing of Planting Areas sh all conform to Section 35-5 of the Standard Specifications.

Soil in lawn areas adjacent to paved areas shall be graded so that after settlement, the soil will be one half inch (1/2") below the top of the paving.

B. Weed Control shall
conform to Section 35 -6 of the Standard
Specifications.

C. Soil Preparation Materials shall conform to Section 10-39, 1 0- 40, 10-41, 35-8 of the Standard Specifications.

D. Amendment shall be uniformly distributed throughout all irrigated planted areas and incorporated to a homogenously blended depth of six inches. Application rate shall be 3 cubic yards per 1,000 square foot.

E. Turf Sodding shall conform to Section 10 -42,
and applicable
paragraphs of Section 35 -12 of the Standard Specifications and these Special Provisions.

1. Turf Sodding sha ll consist of 90% Dwarf Fescue mix, and 10% Dwarf Kentucky Bluegrass.

F. Turf Starter Fertilizer shall be applied at the rate of ten (10) lbs. per 1,000 square. Starter fertilizer shall conform to the requirements of the California Food and Agricultural Code A.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

Item No 39. Landscape Maintenance (30 Calendar Days)

This item shall consist of maintaining the landscape planted areas installed in this contract as shown on the plans in conformance with Sections 35- 15 through 35 -18 of the Standard Specifications and as amended by these Special Provisions.

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February 2025

A. Start of Maintenance Period shall conform to Section 35- 15 of the Standard Specifications. As amended by the following: The start of the Maintenance period will not start until SUBSTANTIAL COMPLETION (refer to sections 1- 45 and 8-4 of the 2007 City Standard Specifications) of the entire project has been determined by the City landscape architect.

B. Watering shal l conform to Section 35-13 of the Standard Specifications and these Special Provisions.

C. Plant Replacement shal
l conform to Sections 35-14 of the Standard Specifications.

D. Plant Establishment per iod or Landscape Maintenance Period shall conform to Section 35-16 of the Standard Specifications and be amended as follows: The Landscape Maintenance Period shall be thirty ( 30) calendar days and shall begin on the date of the Start of Maintenance Period. Plant Establishment and Landscape Maintenance shall continue until final acceptance of the work.

E. Lawn Maintenance shal
l conform to Section 35-16 of the Standard Specifications. When the lawn reaches three inches (3") in height, the Contractor shall mow it to a height of one and one-half inches (1-1/2"). The lawn shall be mowed thereafter on a weekly basis to a height of one and one-half inches (1-1/2"). Lawn growing around trees, light poles, fences, and other obstacles shall be maintained at a height equal to that of the adjacent lawn areas, or may be chemically controlled with the approval of the Landscape Architect.

Catching of lawn clippings shall not be required. Following a minimum of three (3) mowings the Contractor shall be required to treat the lawn with a selective broadleaf and grass weed herbicide that will not harm the lawn. The Contractor shall conform to Section 35-6 of the Standard Specifications for application of herbicides.

1. Lawn Fertilizer (2nd Application): One
week prior to the final inspection the
Contractor shall apply to all lawn areas a second application of fertilizer with a 16-6-8, N-P-K analysis, at six (6) pounds per 1,000 square feet.

F. Tree & Shrub Maintenance. Trees and Shrubs shall be pruned and shaped as directed by the Landscape Architect. Trees shall be restaked as necessary. Maintain watering basins and shrub and groundcover areas free of weeds.

G. Pre-Fin al Inspection shall conform to Section 35-17 of the Standard Specifications and be amended as follows: Seven (7) weeks prior to the end of Maintenance Period, the Inspector and the Landscape Architect shall conduct a pre-final inspection. At the pre-final inspection or at anytime thereafter, should the Inspector determine that the project meets the requirements of the final acceptance of the work, he may issue final acceptance of the project to the Contractor.

H. Final Inspection shal
l conform to Section 35-18 of the Standard Specifications. At the time of final acceptance of the work, any square yard of the planted areas shall be ninety percent (90%) weed free and in a neatly mowed condition, as determined by the Inspector.

Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in

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February 2025

completing the Landscape Maintenance thirty (30) calendar days as shown on the plans, as specified in these Special Provisions and as directed by the Landscape Architect.

ADDITIVE ALTERNATE BID ITEMS
Item No A1. Tot Lot Shade Canopy
Alternate Item No. A1 – Park Lighting

This item shall consist of furnishing and installing Parking Lighting as shown on the plans and in conformance with these Special Provisions and as specified by the manufacturer.

A. Contractor shall visit the site prior to submission of his bid, verify all conditions that will affect the performance of his work, make all necessary measurements, and notify the City Engineer of any discrepancies between the plans and the actual field conditions, prior to bidding.

B. Contractor shall secure all necessary permits. There shall be no charge for permits that are issued by the City.

C. Contractor shall coordinate his work with the other trades, reviewing areas of possible conflict of space.

1. Lighting fixtures, LED lamps and drivers, and control devices

2. Light pole

3. Pull box

4. Wire

5. Conduit and conduit fittings

6. Conduit sealing materials

7. Detectible warning tape

8. Service meter pedestal

9. Wiring devices

E. Unless otherwise indicated or specified, all materials and methods shall conform to the appropriate current sections of:

1. City Standards for Public Improvements.

2. The State of California, latest edition of the Department of Transportation Standard Specifications (DTSS), except for measurement and payment requirements.

3. Applicable ASTM specifications as they reasonably apply to this work, except for measurement and payment requirements.

4. Where conflicts occur, most stringent requirements apply.

F. All materials shall be new with the Underwriter’s acceptance label attached.

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February 2025

G. All work shall conform to the requirements of the current edition of the National Electrical Code, OSHA, California State Safety Orders and the City regulations.

H. The complete electrical installation shall be permanently grounded per the current edition of the National Electrical Code and local regulations.

K. Conductors shal
l be copper, thermoplastic insulated, 600V, type THWN, Southwire, Rome, Phelps Dodge, or equal.

5. Colo
r coding: Conductors shall be identified as to phase connections by means of color impregnated insulation or approved colored marking tapes as follows:

VOLTAGE A-PH. B- PH. C-PH NEUTRAL GROUND 240/120V 1phase Black Red ----- White Green

6. All conductor splices shall be completely watertight, utilizing Scotch -cast 85 series electrical splicing kits with molds, resin and tapes. Splices shall be prepared as recommended by the manufacturer. Alternatively, CalTrans “Method B” may be used for splicing procedure.

7. Upon completion of the installation of the conductors in the conduits, all conduit ends shall be sealed watertight with non-hardening, non-oxidizing and non-corrosive sealing compounds, Duct-seal, Permagum, or approved equal.

8. All conductors shall be installed free from injuries, abrasions, and cuts or crimping.

Where necessary to provide cable lubrication for smooth conductor installation, Contractor may use Jet Line products “SWP” series or approved equal.

L. Conduits

6. Non-metallic: for use underground, Schedule 40 PVC, by Carlon, PW Pipe, or equal.

All conduits entering pull boxes shall have end bells.

7. Metallic: for use above ground, galvanized rigid steel, as manufactured by Allied, Appleton, or equal.

8. Separate conduit runs not less than one foot horizontally and one foot vertically from gas, water sewer and drain lines.

MEADOWS PARK PHASE 3 Page 71 of 94
February 2025

9. Place WARNING-ELECTRIC marker strips the continuous length of trench, down 12" from finish grade. Strips shall be installed over all lighting and power conduits.

10. All conduits entering underground pull boxes shall have wide flange end bells

M. Pull Boxes

5. Site boxes for use as pull boxes shall be reinforced concrete, with steel vandal - resistant locking covers, or as shown on Drawings. Boxes shall be complete with base section, riser, and covers, and indicated on Drawings.

6. Top of pull boxes located flush with pavement. In landscaped areas top of pullboxes shall be set flush with final grade.

7. Boxes located in driveways or pedestrian walkways subject to vehicular traffic shall be full-traffic rated, with steel lids with hold down bolts.

8. Set base if pull boxes on 6inch base of crushed drain rock, and as indicated on Drawings. Covers shall be marked indicating type of service, i.e. “path lighting”, “electric”, etc.

N. Lighting Fixtures

6. As specified and shown on Drawings, complete with lamps and controls.

7. Light poles shall be provided with poured -in-place concrete reinforced bases and adjacent pull boxes, as indicated on Drawings.

8. Contractor shall furnish and install the City of Sacramento’s standard lighting fixtures as indicated on Drawings.

9. All poles and fixtures shall be installed plumb and straight. Poles shall be grounded using ground lug and ground wire.

10. Contractor shall connect site lighting fixtures to service pedestal and lighting controls.

O. Service Meter Pedestal All
equipment shall be of the capacity and of the type shown as on the Plans, complete with all components indicated, and as required by utility company.

7. Ser
vice Meter Pedestal:
e. Furnish and install service meter pedestal 400amp 120/240volt rated, with current transformer and metering provisions, complete with molded case circuit breakers, wiring devices and lighting controls as indicated on the Drawings.

Breakers shall be bolt-on style, of the frame size indicated and as manufactured by Square D. or approved equal.
f. Enclosure shall be rain -tight with underground pull section indoor, NEMA Type 3R, and shall be fabricated from sheet metal with a rust -inhibiting phosphate primer and baked enamel finish, per City of Sacramento’s standard finish, in accordance with UL 98. Enclosure shall be UL listed.
g. Service meter pedestal shall meet utility’s requirements, of low-profile design, as

MEADOWS PARK PHASE 3 Page 72 of 94
February 2025

manufactured by TESCO Type 3AF, or City approved equal, prior to bid. h. Provide arc-flash hazard warning labeling per NEC 110.16.

8. Set enclosure plumb and symmetrical on concrete base and secure with anchor bolts.

9. "Train" interior wiring: Bundle and clamp using specified plastic wire wraps.

10. Touch-up paint any marks, blemishes, or other damaged finish suffered during installation.

11. Replace cabinets, doors or trim exhibition dents, bends, warps or poor fit which may impede ready access, security or integrity.

12. Install nameplates, legend plates, and panel directories.

P. Warning Tape sh
all be detectable type, 3” wide minimum, as manufactured by 3M, Mule, or equal.

Q. Ground Rods sha ll be copper-clad steel, ¾ “diameter by 8’ long minimum, with suitable phosphor bronze clamps; Erico or approved equal.

R. Repairs

3. Replace existing roadways, walkways, paving, or similar surfaces to match existing work, except material used shall not be of lesser quality than required for the same material in General Work Specifications, if such work is specified therein.

4. Bring to grade any subsidence occurring during the guarantee period by adding surfacing materials of the like kind.

S. Excavation and Backfilling

4. Excavate and backfill as required for the installation of electrical work. Restore all surfaces, roadways, walks, curbs, walls existing underground installations, etc., cut by installations to original condition in an acceptable manner. Maintain all warning signs, barricades, flares and lanterns as required.

5. Dig trenches straight and true to line and grade, with bottom clear of any rock points.

Support conduit for entire length on undisturbed original earth. Minimum conduit depth of pipe crown shall be 2 feet below finished or natural grade.

6. All backfill material, placement and compaction shall conform to applicable requirements of earthwork section of these specifications.

2. Tes
ts shall include, but are not limited to, the following:

MEADOWS PARK PHASE 3 Page 73 of 94
February 2025

a. Insulation Resistance: Perform 500-volt D.C. tests for one minute on all 240-volt feeder conductors, including the neutral, and make a typed record of all readings to be included in the maintenance instructions. Submit record for approval to Engineer. Repair or replace circuits showing less than 4 megohms resistance to ground. Make tests using Biddle Insulation Resistance Megger, or equal. e. Circuits Continuity: Test all feeder and branch for continuity. Test all neutrals for improper grounds.
f. Lighting Operation: Test lighting circuits for correct operation through their control devices, including photoelectric controls.
g. Grounds: Perform ground continuity of equipment grounding conductors.

U. Concrete Pads for Electrical Equipment or SMUD shall be installed as shown on the plans in conformance with sections 10, 19, and 24 of the Standard Specifications and with these Specials Provision.

V. Electrical Pull Boxes Underground Conduits, Conductors whi ch are shown on the plans
or specified herein and which are necessary to complete the park electrical system shall be furnished and installed.

W. Electrical Incidental Parts whic h are not shown on the plans or specified herein and which are necessary to complete the park electrical shall be furnished and installed as through such parts were shown on the plans or specified herein.

X. Electronic Marker System shal
l conform to Section 10- 54 of the Standard Specifications, except as amended by the following: no marker locators will be required by the Contractor.

Y. SMUD-Cont ractor shall coordination to provide service to site. Contractor shall ensure power to site is installed / approved by SMUD before any site planting may occur.

F. SECTION 16010 - EL ECTRICAL WORK – GENERAL REQUIREMENTS PART 1 - GENERAL

1.10 CONDITIONS:

A. The Requirements of General Conditions and Special Conditions apply to Work of this Section as if fully repeated herein.

B. Drawings and specifications take precedence when they call for materials or construction methods of better quality or larger size than required by codes laws, rules or regulations.

C. The Requirements of this Section apply to all Work of Division 16.

1.11 WORK INCLUDED:

A. Provide a complete working installation with all material and equipment as shown and specified. The Contract Documents do not undertake to show or

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February 2025

specify every item to be provided. When an item not shown or specified is necessary for proper operation of equipment shown or specified, provide the item, which will allow the system to function properly, at no increase in Contract Price.

B. Make electrical connections for equipment furnished as part of Work of other Sections.

1.12 QUALITY ASSURANCE:

A. Requirements of Regulatory Agencies:

1. Nothing in the Contract Documents shall be construed to permit Work not conforming to applicable laws, ordinances, rules or regulations.

2. When the Contract Documents exceed requirements of applicable laws, ordinances, rules or regulations, Contract Documents shall take precedence.

3. It is not the intent of the Contract Documents to repeat requirements of Codes except where necessary for completeness or clarity.

1.13 SUBMITTALS:

A. General:

2. Submittals shall have materials proposed for the project identified.

Catalog cuts containing unidentified materials or superfluous information will not be accepted.

4. Forward all su bmittals to the Architect, together, at one (1) time.

Individual or incomplete submittals will not be acceptable. Only one (1) request for substitution will be considered on each item of materials or equipment.

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sufficient identification.

7. Identify each submittal item by reference to Specification Section paragraph in which the item is specified, or Drawing and Detail number.

8. Organize submittals in binders, in the same sequence as they appear in Specification Sections, article or paragraphs.

Reuse of the Contract Drawings as Shop Drawings will not be acceptable.
a. Specifically show, by drawn detail or note, that equipment complies with each specified requirements of the Contract Documents.
b. Drawings shall be to scale and dimensioned (except wiring diagrams need not be to scale), and may be prepared by a vendor but shall be submitted as instruments of Contractor, thoroughly checked and stamped by Contractor before
submission to Architect for review.
c. Catalog cuts and published material may be included to supplement scale drawings.

Identify and obliterate superfluous material.

11. Acceptance of a substitute is not to be considered a release from the Specifications. Correct any deficiencies in an item, even though approved, at Contractor's expense.

12. Be responsible for installation of approved substitution. Make any changes required for installation of approved substituted equipment at no increase in Contract Sum.

1.14 PROJECT RECORD DOCUMENTS:

B. All symb ols and designations used in preparing Record Drawings shall match those used in Contract Drawings.

C. Maintain an up to date set of electrical drawings during the course of construction.

1.15 PRODUCT DELIVERY, STORAGE, AND HANDLING:

A. Identify materials and equipment delivered to site to permit check against materials list and Shop Drawings.

B. Protect from loss or damage. Replace lost or damaged materials and

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equipment with new at no increase in Contract Sum.

1.16 PROJECT EXAMINATION AND CONDITIONS:

A. Examine project; verify dimensions and locations against Drawings and become informed of all conditions under which Work is to be done before submitting proposals.

C. Exercise extreme care in excavating near existing utilities to avoid any damage thereto; be responsible for any damage caused by such operations.

1.17 DRAWINGS AND COORDINATION WITH OTHER WORK:

A. Drawings:

2. Exact routing of wiring and locations of outlets, panels, and other items, shall be governed by structural conditions, and materials and equipment already in place. Use data in the Contract Documents. In addition, the owner reserves the right, at no increase in Contract Sum, to make any reasonable change in locations of exposed electrical items, to group them into orderly relationships and/or increase their utility.

B. Coordination:

3. Provide adeq uate working space around electrical equipment in compliance with all applicable codes.

C. Equipment Rough-In:

1. Rough-in locations shown on Electrical Drawings for equipment

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furnished by the Owner and for equipment furnished under other Divisions are approximate only. Obtain exact rough-in locations from the following sources:
a. From Shop Drawings for Contractor-furnished and installed equipment.
b. From the Architect for Owner-furnished, Contractor-
installed equipment.

2. Verify electrical characteristics of equipment before starting rough-in.

4. Unless otherwise shown or specified, provide direct raceway and conductor connections from building wiring system to equipment terminals for direct connected equipment which is Contractor - furnished and Contractor-installed, Owner-furnished and Contractor- installed, and for existing equipment relocated by the Contractor.

5. Provide disconnect switches where shown or required by Codes for direct-connected equipment.

1.18 GUARANTEE:

1. Where other guarantee periods or requirements are called for in other sections of the contract documents, they shall take precedence over the requirements of Division 1.

PART 2 - PRODUCTS

2.3 MATE
RIALS:

A. Identify materials and equipment by manufacturer's name and nameplate data. Remove unidentified materials and equipment from site.

B. Equipment specified by manufacturer's number shall include all accessories, controls and other components, listed in catalog as standard with equipment.

Furnish optional or additional accessories as specified. All materials shall be UL labeled and in accordance with NEMA Standards.

D. Conflicts between Plans and Specifications, exclusive of the General

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Conditions of the Contract, the most stringent and higher quality requirement shall govern.

G. Provide an authorized representative to constantly supervise the Work of this Division and to check all materials prior to installation for conformance with the Contract Documents.

H. Do not use equipment exceeding dimensions indicated for equipment, or arrangements that reduce required clearances, or exceed specified maximum dimensions.

2.4 FLASH PROTECTION
A. Electrical equipment including switchboards, panelboards, disconnect switches, etc. which are likely to require examination, adjustment or servicing while energized shall be field marked to warn of potential electric arch flash hazards per CEC Article 110.16. Marking shall be a pre-printed label which references NFPA 70E.

PART 3 - EXECUTION

3.5 INSTALLATION:

A. Manufacturer's Directions: Follow manufacturer's directions where manufacturers of articles used furnish directions covering points not specified or shown.

B. Equipment: Accurately set and level, neatly place support and anchor properly.

D. All Wor k shall be done in orderly, workmanlike manner in accordance with NECA Standard of Installation and present neat appearing installation when completed.

E. Provide concrete foundations or pads for floor mounted electrical equipment where indicated on the drawings.

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1. Install minimum concrete pads or as indicated. Other pad dimensions shall be as required to accommodate the equipment installed.

2. Use 3,000 PSI concrete.

3. Chamfer top edges ¾”.

4. Make all faces smooth.

5. Set anchor bolts for equipment.

3.6 NORMAL CONTINGENCIES:

A. Protection: In performance of Work, protect existing facility and protect Work of other Sections as well as Work of this Section from damage.

2. Attention is called to the fact that all new conduit, wiring, and apparatus shown or specified shall be connected to existing systems so as to function as complete units.

3.7 TESTING AND ADJUSTING:

A. Furnish all labor and test equipment required for the Work of this Division.

B. Provide field tests to verify component compliance with Specifications, including but not limited to adjusting, calibrating, and setting circuit breakers, relays, timers, etc.

C. After completion of testing and adjustment, operate the different systems and equipment under normal working conditions and show specified performance.

If, in the opinion of the Architect, performance of equipment or systems is not in accordance with Contract Document or submitted data, alter or replace equipment at no increase in Contract Sum.

D. Do not a llow or cause any Work installed hereunder to be covered up or enclosed before it has been inspected and accepted. Should any Work be enclosed or covered up before
it has been approved, uncover such Work, and after it has been inspected and approved, make all repairs necessary to restore Work of Others to condition in which it was found at time of cutting, all at no increase in Contract Sum.

E. At completion of Work provide written certification that all Systems are functioning properly without defects.

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3.8 CLEANING AND PAINTING:

A. Refinish Work supplied with final finish as part of the Work of this Division if damaged as part of the Work of this Division to satisfaction of Architect.

B. Clean out and remove from site all surplus materials and debris resulting from this Work, including surplus excavated materials.

G. SECTION 160 60 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

PART 1 GENERAL

1.9 SUMMARY
A. Section Includes:

1. Rod electrodes.

2. Wire.

3. Mechanical connectors.

1.10 REFERENCES

A. Institute of Electrical and Electronics Engineers:

1. IEEE 142 - Recommended Practice for Grounding of Industrial and Commercial Power Systems.

B. International Electrical Testing Association:

1. ANSI/NETA ATS - Acceptance Testing Specifications for Electrical Power Equipment and Systems.

C. Part 3, Title 24, - California Electrical Code (CEC).

1.11 SYSTEM DESCRIPTION
A. Grounding systems use the following elements as grounding electrodes:

1. Rod electrode.

1.12 SUBMITTALS
A. Product Data: Submit data on grounding electrodes and connections.

B. Manufacturer's Installation Instructions: Submit for active electrodes.

1.13 CLOSEOUT SUBMITTALS
A. Project Record Documents: Record actual locations of components and grounding electrodes.

1.14 QUALITY ASSURANCE
A. Provide grounding materials conforming to requirements of NEC, IEEE 142,

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and UL labeled.

1.15 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with minimum three years experience.

1.16 DELIVERY, STORAGE, AND HANDLING
A. Accept materials on site in original factory packaging, labeled with manufacturer's identification.

B. Protect from weather and construction traffic, dirt, water, chemical, and mechanical damage, by storing in original packaging.

C. Do not deliver items to project before time of installation. Limit shipment of bulk and multiple-use materials to quantities needed for immediate installation.

PART 2 PRODUCTS

2.4 ROD ELECTRODES

A. Product Description:

1. Material: Copper.

2. Diameter: 3/4 inch.

3. Length: 10 feet.

B. Connector: Connector for exothermic welded connection.

2.5 WIRE
A. Material: Stranded copper.

B. Grounding Electrode Conductor: Copper conductor insulated if in conduit or above grade exposed, bare if direct buried.

C. Bonding Conductor: Copper conductor insulated.

2.6 MECHANICAL CONNECTORS
A. Description: Bronze connectors, suitable for grounding and bonding applications, in configurations required for particular installation.

PART 3 EXECUTION

3.5 EXAMINATION
A. Verify final backfill and compaction has been completed before driving rod electrodes.

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3.6 PREPARATION
A. Remove paint, rust, mill oils and surface contaminants at connection points.

3.7 INSTALLATION
A. Install rod electrodes at locations as indicated on Drawings. Install additional rod electrodes to achieve specified resistance to ground.

B. Install grounding and bonding conductors concealed from view.

C. Equipment Grounding Conductor: Install separate, insulated conductor within each feeder and branch circuit raceway. Terminate each end on suitable lug, bus, or bushing.

D. Permanently attach equipment and grounding conductors prior to energizing equipment.

3.8 FIELD QUALITY CONTROL
A. Provide visual and mechanical inspection in accordance with NETA ATS, 7.13.1.

END OF SECTION

H. SECTION 161 23 - BUILDING WIRE AND CABLE
PART 1 GENERAL

1.10 SUMMARY
A. Section includes building wire and cable and wiring connectors and connections.

1.11 REFERENCES
A. International Electrical Testing Association:

1. ANSI/NETA ATS – 2009 Acceptance Testing Specifications for Electrical Power Equipment and Systems.

B. NECA (National Electrical Contractors Association) - Standard of Installation.

C. ANSI/NFPA 70 – National Electrical Code (NEC).

D. Part 3, Title 24, - California Electrical Code (CEC).

E. Underwriters Laboratories, Inc. (UL).

1. UL-83, UL-44 – Thermoplastic-Insulated Wire and Cables.

1.12 SYSTEM DESCRIPTION
A. Product Requirements: Provide products as follows:

1. Stranded conductor for feeders and branch circuits 10 AWG and smaller.

2. Stranded conductors for control circuits.

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3. Conductor not smaller than 12 AWG for power and lighting circuits.

B. Wiring Methods: Provide the following wiring methods:

1. Exterior Locations: Use only building wire Type XHHW-2 insulation, in raceway.

2. Underground Locations: Use only building wire Type XHHW-2 insulation, in raceway.

1.13 DESIGN REQUIREMENTS
A. Conductor sizes are based on copper.

1.14 SUBMITTALS
A. Product Data: Submit for building wire.

1.15 CLOSEOUT SUBMITTALS
A. Project Record Documents: Record actual locations of components and circuits.

1.16 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience.

1.17 FIELD MEASUREMENTS
A. Verify field measurements are as indicated on Drawings.

1.18 COORDINATION
A. Where wire and cable destination is indicated and routing is not shown, determine routing and lengths required.

B. Determine required separation between wire, cable and other work.

Determine cable routing to avoid interference with other work.

C. Wire and cable routing indicated is approximate unless dimensioned.

PART 2 PRODUCTS

2.6 BUILDING WIRE
A. Manufacturers:

1. Diamond Wire & Cable Co.

2. Essex Group Inc.

3. General Cabl e Co.

4. Approved equal.

B. Product Description: Single conductor insulated wire.

C. Conductor: Copper.

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2.7 Plastic Tape:

A. Black 7 mil thick general purpose electrical tape, Scotch 33 plus or equal.

2.8 Insulating Resin:

A. Use two part liquid epoxy resin with resin and catalyst in premeasured, sealed mixing pouch. Scotchcast 4 or equivalent.

2.9 Reducing Adapters:

A. Burndy, Thomas and Betts or approved equal.

2.10 WIRING CONNECTORS
A. Bolted pressure connectors: Cast bronze compression bolts designed for parallel taps, tees, crosses or end-to-end connections.

B. Insulated spring wire connectors: Multi-part construction incorporating a steel spring enclosed with a color coded outer thermoplastic shell.

PART 3 EXECUTION

3.6 EXAMINATION
A. Verify raceway installation is complete and supported.

3.7 PREPARATION
A. Completely and thoroughly swab raceway before installing wire.

3.8 INSTALLATION
A. Route wire and cable to meet Project conditions.

B. Neatly train and lace wiring inside boxes, equipment, and panelboards.

C. Special Techniques--Building Wire in Raceway:

1. Pull condu ctors into raceway at same time.

2. Install building wire 4 AWG and larger with pulling equipment.

D. Special Techniques - Wiring Connections:

1. Clean conductor surfaces before installing lugs and connectors.

2. Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible temperature rise.

3. Tape uninsulated conductors and connectors with electrical tape to 150 percent of insulation rating of conductor.

4. Install split bolt connectors for copper conductor splices and taps, 6

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AWG and larger.

5. Install solderless tool applied pressure connectors and lugs for copper conductor splices and taps, 8 AWG and larger.

6. Install insulated spring wire connectors with plastic caps for copper conductor splices and taps, 10 AWG and smaller.

7. Encapsulate below grade splices at outlet, pull and junction boxes with specified insulating resin kits. Make all splices watertight.

8. Install waterproof wire connectors with plastic caps for copper conductor splices and taps, 10 AWG and smaller in outdoor or wet locations.

9. Where oversized cables are used to accommodate voltage drop, whether a single or parallel feeder, provide appropriate reducing adapter and conductors for termination.

3.9 WIRE COLOR

A. General

1. For wire sizes 10 AWG and smaller, install wire colors in accordance with the following:
a. Black and red for single phase circuits at 120/240 volts.

2. For wire sizes 8 AWG and larger, identify wire with colored tape at terminals, splices and boxes. Colors are as follows:
a. Black and red for single phase circuits at 120/240 volts.

B. Neutral Conductors: White. When two or more neutrals are located in one conduit, individually identify each with proper circuit number.

C. Branch Circuit Conductors: Install three or four wire home runs with each phase uniquely color coded.

D. Feeder Circu it Conductors: Uniquely color code each phase.

E. Ground Conductors:

1. For 6 AWG and smaller: Green.

2. For 4 AWG and larger: Identify with green tape at both ends and visible points including junction boxes.

3.10 FIELD QUALITY CONTROL
A. Provide visual and mechanical inspection in accordance with NETA ATS, 7.3.2.1.

END OF SECTION
I. SECTION 161 28 - RACEWAY AND BOXES FOR

ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.7 SUMMARY

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A. Section includes conduit and tubing, surface raceways, wireways, outlet boxes, pull and junction boxes, and handholes.

1.8 REFERENCES
A. American National Standards Institute:

1. ANSI C80.1 - Rigid Steel Conduit, Zinc Coated.

B. National Electrical Manufacturers Association:

1. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum).

2. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable Assemblies.

3. NEMA OS 1 - Sheet Steel Outlet Boxes, Device Boxes, Covers, and Box Supports.

4. NEMA RN 1 - Polyvinyl Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit.

5. NEMA TC 2 - Electrical Polyvinyl Chloride (PVC) Tubing and Conduit.

6. NEMA TC 3 - PVC Fittings for Use with Rigid PVC Conduit and Tubing.

C. NFPA 70 – National Electrical Code (NEC). Part 3, Title 24, - California Electrical Code (CEC).

1.9 SYSTEM DESCRIPTION
A. Raceway and boxes located as indicated on Drawings, and at other locations required for splices, taps, wire pulling, equipment connections, and compliance with regulatory requirements. Raceway and boxes are shown in approximate locations unless dimensioned. Provide raceway to complete wiring system.

B. Outdoor Locations, Above Grade: Provide rigid steel conduit. Provide cast metal outlet, pull, and junction boxes.

1.10 SUBMI
TTALS
A. Product Data: Submit for the following:

1. Metallic conduit.

2. Nonmetallic conduit.

3. Raceway fittings.

4. Conduit bodies.

5. Pull and junction boxes.

1.11 DELIVERY, STORAGE, AND HANDLING
A. Protect conduit from corrosion and entrance of debris by storing above grade. Provide appropriate covering.

B. Protect PVC conduit from sunlight.

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1.12 COORDINATION
A. Coordinate Work of this Division and Work of other Divisions in advance of installation. Provide additional Work to overcome tight conditions at no increase in Contract Sum.

B. Coordinate installation of outlet boxes for equipment specified in other divisions.

PART 2 PRODUCTS

2.6 METAL CONDUIT
A. Rigid Steel Conduit: ANSI C80.1.

2.7 PVC COATED METAL CONDUIT
A. Product Description: NEMA RN 1; rigid steel conduit with external PVC coating, 40 mil thick.

B. Fittings and Conduit Bodies: NEMA FB 1; steel fittings with external PVC coating to match conduit.

2.8 NONMETALLIC CONDUIT
A. Product Description: NEMA TC 2; Schedule 40 PVC.

B. Fittings and Conduit Bodies: NEMA TC 3.

2.9 OUTLET BOXES
A. Cast Boxes: NEMA FB 1, Type FD, cast feralloy. Furnish gasketed cover by box manufacturer. Furnish threaded hubs.

B. Wall Plates for Unfinished Areas: Furnish gasketed cover.

2.10 PULL AND JUNCTION BOXES
A. Sheet Metal Boxes: NEMA OS 1, galvanized steel.

B. Surface Mou nted Cast Metal Box: NEMA 250, Type 4; flat-flanged, surface mounted junction box:

1. Material: Galvanized cast iron.

2. Cover: Furnish with ground flange, neoprene gasket, and stainless steel cover screws.

C. Concrete composite Handholes: Die-molded, concrete composite hand holes:

1. Cable Entrance: Pre-cut cable entrance at center bottom of each side.

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2. Extension: 12” reinforced concrete below box.

3. Cover: Concrete composite cover with nonskid finish. Covers shall be marked “ELECTRIC”, “SIGNAL”, “GROUND’ or as indicated on drawings.

PART 3 EXECUTION

3.8 EXAMINATION

A. Verify outlet locations and routing and termination locations of raceway prior to rough- in.

3.9 INSTALLATION
A. Ground and bond raceway and boxes in accordance with Section 16060.

B. Arrange raceway and boxes to maintain headroom and present neat appearance.

3.10 INSTALLATION - RACEWAY
A. Raceway routing is shown in approximate locations unless dimensioned.

Route to complete wiring system.

B. Provide flexible conduit connections of short length to equipment subject to vibration and all motors; twenty-four inches maximum.

C. Cut conduit square using saw or pipe cutter; de-burr cut ends.

E. Install conduit hubs or sealing locknuts to fasten conduit to sheet metal boxes in damp and wet locations and to cast boxes.

F. Install no more than equivalent of four 90 degree bends between boxes.

Install conduit bodies to make sharp changes in direction, as around beams.

G. Avoid mois ture traps; install junction box with drain fitting at low points in conduit system.

H. Install suitable pull string or cord in each empty raceway except sleeves and nipples.

I. Install suitable caps to protect installed conduit against entrance of dirt and moisture.

J. Close ends and unused openings in wireway.

3.11 INSTALLATION - BOXES
A. Support boxes independently of conduit.

3.12 INSTALLATION CONCRETE COMPOSITE HANDHOLES

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A. Install boxes flush with finished grade or surface material.

B. Provide hold down bolts for all covers.

C. Provide minimum 12” depth of crushed rock or pea gravel below boxes for drainage.

3.13 ADJUSTING
A. Install knockout closures in unused openings in boxes.

3.14 CLEANING
A. Clean interior of boxes to remove dust, debris, and other material.

B. Clean exposed surfaces and restore finish.

END OF SECTION

J. SECTION 161 35 UNDERGROUND CONDUIT SYSTEM
PART 1 - GENERAL

1.3 CONDITIONS:

A. The Requirements of General Conditions and Special Conditions apply to Work of this Section as if fully repeated herein.

1.4 WORK INCLUDED:

PART 2 PRODUCTS

2.2 MATERIALS
A. Conduit:

1. Nonmetallic Conduit: NEMA TC 2 Schedule 40 PVC.

2. Rigid steel Conduit: ANSI C80.5.

3. PVC coated metal Conduit: NEMA RN 1; rigid steel conduit with external PVC coating, 40 mil thick.

B. Interlocking plastic module spaces which provide three inch (3") spacing between conduits shall be used to hold ducts in place before and during sand envelope installation.

C. Couplings and Joint Cement: As recommended by manufacturer and

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compatible with conduit used. Couplings shall fit conduit securely.

D. Adapters Necessary for Transition from Metallic Conduit to Non-metallic Conduit: Same manufacturer as non-metallic conduit used.

E. Manufacture conduit in nominal Iron Pipe Size (IPS) as indicated on Drawings.

F. Underground warning tape: 6 inch wide, yellow polyethylene tape, with continuous black imprinting.

G. Conduit tape: 2 inch wide black 10 mil vinyl conduit wrap.

H. Liquid tape coating: Scotchkote electrical coating or approved equal.

PART 3 - EXECUTION

3.4 EXCAVATION AND BACKFILLING:

B. After required tests and inspection, backfill ditch and tamp. First foot above conduit bank shall be hand backfilled with rock -free clean earth. Be responsible for any ditches that cave in. Tamp backfill as follows:

1. Roadways - ninety percent (95%)

2. Non-Traffic areas – ninety percent (90%)

E. Maintain all warni ng signs, barricades, flares, and lanterns as required.

3.5 CONDUIT INSTALLATION:

A. Support conduit for entire length on undisturbed original earth.

B. Include spare conduits in conduit banks as indicated on drawing details.

C. Install no more that an equivalent of four 90 degree bends between boxes.

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