Item 05 2025-00814 Contract Sacramento EV Blueprint- Vehicle Chargers Project- Phase 4 (C15210000)

City of Sacramento
City Council - 5PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2025-00814 4/22/2025 Item 5.

Contract: Sacramento EV Blueprint- Vehicle Chargers Project- Phase 4 (C15210000) File ID: 2025-00814
Location: 3425 Martin Luther King Jr Blvd., 3501 59th Street, 6207 Logan Street, District 5, and District 6
Recommendation: Pass a Motion: 1) awarding the construction contract to Jones and Lamberti Builders, Inc. in an amount not to exceed $651,625 for the Sacramento EV Blueprint- Vehicle Chargers- Phase 4 (C15210000); 2) authorizing the Interim City Manager or designee to execute the contract specified above; and 3) approving the removal of one tree at the George Sim Community Center.

Contact: Mark C. Brown, Supervising Engineer, (916) 808-7118, [email protected]; James Christensen, Facilities Manager, (916) 808-5863, [email protected]; Department of Public Works
Presenter: None
Attachments:
1-Description/Analysis
2-Contract Jones and Lamberti Builders, Inc.

Description/Analysis
Issue Detail: In 2021, the City of Sacramento was awarded a California Energy Commission (CEC) Sacramento Electric Vehicle (EV) Blueprint Grant of which Task 5 of the grant is for EV infrastructure installations. The goal of task 5 is to install at least 34 Level 2 networked EV chargers (for a minimum of 66 EV connectors) across 13 libraries and community centers located within the City, with two- thirds of connectors located within disadvantaged communities, to enhance opportunities for all neighborhoods to be able to use electric vehicles. Implementation of this grant will assist the City with EV charger installations, facilitating the City’s alignment with Statewide EV goals.

With the number of locations, installation of chargers has been broken into several phases. Phase 4 of the project will install 5 EV chargers, with a total of 10 EV connectors at three locations, including the Oak Park Community Center, Tahoe Park, and the George Sim Community Center. Each location will have a variety of EV chargers and connectors.

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File ID: 2025-00814 4/22/2025 Item 5.

To accommodate the construction of a path of travel to the public right-of-way to meet accessible EV charging station requirements as defined in the California Building Code, removal of one tree is necessary. Pursuant to City Code Chapter 12.56 and City Ordinance No. 2016-0026, City Council approval is needed to remove the tree for construction of the Project.

Policy Considerations: This action is consistent with the 2040 General Plan goals and policies to support use of zero emission vehicles. This action implements the City’s Electric Vehicle Strategy, passed by Motion 2017-0374, that call for the City to increase and accelerate EV use and adoption levels, increase the visibility and awareness of EVs, and achieve equitable access to (Zero Emission Vehicle) ZEV technologies.

The recommendation in this report is in accordance with City Code Section 3.56 requiring City Council approval for agreements equal to or greater than $250,000.

Sacramento City Code Section 12.56.040 requires City Council approval for the removal of City trees for capital improvement projects.

Economic Impacts: The recommended contract is expected to create 4.82 jobs (3.06 direct jobs and 1.76 jobs through indirect and induced activities) and create $636,326 in total economic output ($407,902 of direct output and $228,424 of output in indirect and induced activities).

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

Environmental Considerations: California Environmental Quality Act (CEQA): The action is exempt from review under the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines, Section 15301. The action involves the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, or mechanical equipment, involving negligible or no expansion of use beyond that existing at the time of the lead agency's determination. The exemption covers interior or exterior alterations involving such things as interior partitions, plumbing, and electrical conveyances; and similar facilities; restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment to meet current standards of public health and safety, unless it is determined that the damage was substantial and resulted from an environmental hazard such as earthquake, landslide, or flood. The project qualifies for a Categorical Exemption under Article 19 of CEQA Guidelines Section 15301, existing facilities. No

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File ID: 2025-00814 4/22/2025 Item 5. environmental review is necessary and a Notice of Exemption (NOE) is on-file for all three sites as part of this phase.

Sustainability: The transportation sector accounted for 57% of community-wide greenhouse gas emissions in 2016, the largest single sector in the community. Electrification of the transportation sector leads to reductions in petroleum use, both reducing greenhouse gas emissions and improving local air quality. Advancement of electric vehicles is consistent with the 2040 Climate Action and Adaption Plan.

Commission/Committee Action: Not applicable.

Rationale for Recommendation: On February 26, 2024, the Department of Public Works Staff issued a Request for Qualifications for On-Call General Contracting Services (Q24014541001). The purpose of the RFQ was to develop a list of qualified on-call general contractors that would be solicited to assist the facilities staff by delivering larger projects utilizing a variety of delivery methods.

On June 11, 2024, City Council passed Motion No. 2024-0155 approving the creation of a pre- qualified list of On-Call General Contractors. Public Works staff utilized the pre-qualified list to solicit proposals for the Sacramento EV Blueprint- Vehicle Chargers- Phase 4. Four General Contractors from the list were contacted to provide a proposal to complete the scope of work. Three contractors submitted a proposal. Staff has reviewed the proposal and supports awarding the construction contract for the Sacramento EV Blueprint- Vehicle Infrastructure Phase 4 Project to Jones and Lamberti Builders, Inc. for an amount not to exceed $651,625.

The removal of one City-owned tree is needed to accommodate the EV charging station at George Sim Community Center.

Financial Considerations: Sufficient funds are available in the Sacramento EV Blueprint Infrastructure Project (C15210000) Fund 3702 Grant funding from the California Energy Commission (CEC) to execute the recommended construction contract with Jones and Lamberti Builders, Inc. in the not-to-exceed amount of $651,625.

The above-described funding amounts do not include funding for the ongoing operation, maintenance, and repairs of the EV Chargers.

Local Business Enterprise (LBE): Jones and Lamberti Builders, Inc. is not an LBE but their electrical sub-contractor, Ireland Electric, will provide electrical scope in order meet the minimum LBE requirements.

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Form approved by City Attorney 6-23-23 1

AGREEMENT
(Construction Contract Over $25,000)
THIS AGREEMENT, dated for identification , 2025, is made and entered into between the CITY OF SACRAMENTO, a municipal corporation (“City”), and Jones & Lamberti Builders, 8757 Auburn Folsom Rd. #2239, Granite Bay, CA, 95746, (“Contractor”) in the amount of SIX HUNDRED FIFTY-ONE THOUSAND SIX HUNDRED TWENTY-FIVE DOLLARS AND ZERO CENTS ($651,625.00).

The City and Contractor hereby mutually agree as follows:

1. CONTRACT DOCUMENTS
The Contract 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 to 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 specifically noted otherwise, references to the “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.

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2. DEFINITIONS

Unless otherwise specifically provided herein, all wor ds and phrases defined in the Standard Specifications shall have the same meaning and intent in this Agreement.

3. AGREEMENT CONTROLS

In the event of a conflict between any of the terms an d conditions set forth in this Agreement and the terms and conditions set forth in oth er 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 CONTRACT

Contractor agrees to furnish all tools, equipment, appar atus, 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:

Sacramento EV Blueprint Phase 4 Infrastructure Project
PN: (C15210050)

Including the Work called for in the following alternat ive bid items described in the Proposal Form:

Contractor agrees to perform such Work in the manner des ignated in and in strict conformity with the Contract Documents.

5. CONTRACT AMOUNT AND PAYMENTS

City agrees to pay, and Contractor agrees to accept, as complete payment for the above Work, in accordance with the schedule and procedures s et forth in the Contract Documents and subject to deductions, withholdings and a dditions as specified in the Contract Documents, a total sum that shall not exceed t he total bid amount set forth in Contractor’s Proposal Form. In addition, subject to deduc tions, withholdings, and additions as specified in the Contract Documents, paym ent 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 pri ce(s) specified in Contractor’s Proposal Form; and

B. For items of the Work for which a unit price is spe cified 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 amoun t of each such item performed and/or furnished and incorporated in the Work; provided that in no

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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 a uthorized by Change Order.

6. PROGRESS PAYMENTS

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 about the first of the month, the Engineer sh all present to the Contractor a statement showing the amount of labor and materials inc orporated in the Work through the twentieth (20) calendar day of the preced ing month. After both Contractor and Engineer approve the statement in writi ng, 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 inaccuracy or error in said monthly estimates sh all operate to release Contractor from damages arising from such Work or from enf orcement 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. Contractor shall not be paid for any defective or im proper Work.

D. The remaining five (5) percent of the value of th e Work performed under the Contract, if unencumbered and subject to any deduction s or withholdings authorized or required under the Contract or any applic able 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 again st 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 require ments 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 esc row, 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 parties 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.

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F. This Contract is subject to compliance monitoring and enforcement by the California Department of Industrial Relations, as spec ified in California Labor Code section 1771.4.

7. RETENTION OF SUMS CHARGED AGAINST CONTRACTOR

When, under the provisions of this Contract or any appli cable 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 terminati on of the Contract, sums due Contractor are insufficient to pay City's charges, Cit y shall have the right to recover the balance from Contractor or its Sureties.

8. COMMENCEMENT AND PROSECUTION OF WORK

Contractor shall commence the Work not later than fiftee n (15) working days after the date of the written Notice to Proceed from City to Contrac tor and shall diligently prosecute the Work to final completion. The phase “comm ence the Work” means to engage in a continuous program on-site including, but n ot 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 discretion 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 COMPLETION

The entire Work shall be brought to completion in the ma nner provided for in the Contract Documents on or before ONE HUNDRED TWENTY (120) CALENDAR days from the date of the Notice to Proceed (hereinafter call ed the “Completion Date”) unless extensions of time are granted in accordance with the Contract Documents.

Failure to complete 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. PAYMENTS DO NOT IMPLY ACCEPTANCE OF WORK

The payment 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 unsatisfactory character of such work or material was a pparent or detected at the time such payment was made.

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11. ACCEPTANCE NOT RELEASE

Contractor shall correct immediately any defective or i mperfect 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 neglect 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 mate rials, 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 u pon 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 Contractor of any obligations under this Contract.

13. NO WAIVER OF REMEDIES

Neither the inspection by City, its officers, employee s 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 op erate 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 remedie s 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. WARRANTY

Except as otherwise expressly provided in the Contract Documents, and excepting only items of routine maintenance, ordinary wear and tear a nd unusual abuse or neglect by City, Contractor warrants and guarantees all Work exec uted 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. Contractor shall repair or replace a ll work or material, together with any other work or material that may be displaced or damaged in so doing, that may prove

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defective in workmanship or material within this one-y ear warranty period without expense or charge of any nature whatsoever to City.

In the event 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, the defect and Contractor shall pay to City on demand all costs and exp ense of such repair.

Notwithstanding anything herein to the contrary, in th e event that any defect in workmanship or material covered by the foregoing warrant y results in a condition that constitutes an immediate hazard to public health or sa fety, 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 addition to the above, the Contractor shall make a wr itten assignment of all manufacturers and other product warranties to the City , prior to completion and final acceptance of the Work by City.

The Contractor’s Performance Bond shall secure the per formance of the Contractor’s obligations under this Section 14, and the Contractor an d its Surety shall be jointly and severally liable for these obligations.

15. LIQUIDATED DAMAGES IF WORK NOT COMPLETED ON TIM E

A. The actual fact of the occurrence of damages and th e actual amount of the damages that City would suffer if the entire Work, an d/or any specified portion thereof, were not completed within the time(s) specif ied herein are dependent upon many circumstances and conditions that could preva il 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 prol onged assignment to the project of an architectural and/or engineering staff; prolonged costs of administration, inspection, and supervision; increase d operational expenses and/or impaired operation of other facilities dependent upon completion of the project; and the loss and inconvenience suffered by th e public within the City of Sacramento by reason of the delay in the completion of t he project or portion thereof. Accordingly, the parties agree, and by execu tion of this Agreement, Contractor acknowledges that it understands and agrees , that the amount(s) set forth herein as liquidated damages reflect the parti es’ best efforts at the time of entering into the Contract to estimate the damages tha t 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.

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B. Contractor 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 $ 1000.00 a day for each calendar day after the Completion Date (as extended in accordance w ith the Contract Documents, if applicable), continuing to the time at w hich the entire Work is completed. Such amount is the actual cash value agre ed upon by the City and Contractor as the loss to City and the public resulting from Contractor's default.

The parties agree, and by execution of this Agreement , Contractor acknowledges that it understands and agrees, that the foregoing pr ovisions 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 c omplete prior to such date of completion.

C. In the event Contractor shall become liable for liqu idated damages, City, in addition to all other remedies provided by law, shall h ave 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 dischar ge 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 liabi lities 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. INDEMNITY AND HOLD HARMLESS

A. Contractor shall defend, hold harmless and indemnif y 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 descr iption, whether arising on or off the site of the Work, including, but not limite d 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 prov ision (hereafter collectively referred to as “Liabilities”), including but not limited to Liabilities arising from personal injury or death, damage to persona l, 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 any of them or anyone for whose acts any of them may be liable, whether or not (i ) such Liabilities are

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caused in part by a party indemnified hereunder, or (ii) such Liabilities are litigated, settled or reduced to judgment; provided th at 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 expe nse to the extent arising from (i) the sole negligence or willful miscon duct 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 existence or acceptance by City of any of the insurance policies or coverages described in this Agreement shall not affec t 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 thi s Section 16 shall survive any expiration or termination of the Contract.

17. CONTRACTOR SHALL ASSUME RISKS

Until the completion and final acceptance by City of a ll 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 a ll injuries, damages, re-erections, and repairs occasioned or rendered necessary by accide ntal causes of any nature, to all or any portions of the Work.

18. GENERAL LIABILITY OF CONTRACTOR

Except as otherwise herein expressly stipulated, Cont ractor 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 ti me 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. INSURANCE

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

Full compensation for all premiums that Contractor is re quired 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 understood 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 ins urance coverage required or carried by the Contractor in connection with this Contract.

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A. Minimum Scope & Limits of Insurance Coverage

(1) Commercial General Liability Insurance providing coverage at least as broad as ISO CGL Form 00 01 on an occurrence basis for b odily 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 complete d operations coverage for the term of the policy.
(2) Automobile Liability Insurance providing coverage a t 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 li mits of not less than one million dollars ($1,000,000) per accident. T he policy shall provide coverage for owned, non-owned, and/or hired autos a s appropriate to the operations of the Contractor.

No automobile liability insurance shall be required if Contractor completes the following certification:

“I certify that a motor vehicle will not be used in th e performance of any work or services under this agreemen t.” ________ (Contractor initials)

(3) Excess Insurance: The minimum limits of insuranc e required above may be satisfied by a combination of primary and umbre lla or excess insurance coverage; provided that any umbrella or exce ss 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, employee s, or volunteers shall be in excess of such umbrella or excess coverage and shall not contribute with it.

(4) Workers’ Compensation Insurance with statutory limi ts, 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.

No Workers’ Compensation insurance shall be required if Contractor completes the following certification:

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“I certify that my business has no employees, and tha t I do not employ anyone. I am exempt from the legal requirements to provide Workers' Compensation insurance.” _________
(Contractor initials)

B. Additional Insured Coverage

(1) Commercial General Liability Insurance: The City , its officials, employees, and volunteers shall be covered by policy te rms 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 Contra ctor and its subcontractors; and premises owned, leased, or used by Contractor and its subcontractors.

(2) Automobile Liability Insurance: The City, its of ficials, employees, and volunteers shall be covered by policy terms or endorseme nt as additional insureds as respects auto liability.

C. Other Insurance Provisions

The policies are to contain, or be endorsed to contain, the following provisions:

(1) Contractor’s insurance coverage, including excess insurance, shall be primary insurance as respects City, its officials, e mployees, and volunteers. Any insurance or self-insurance maintain ed by City, its officials, employees, or volunteers shall be in excess of Contractor’s insurance and shall not contribute with it.

(2) Any failure to comply with reporting provisions of th e policies shall not affect coverage provided to City, its officials, employees, or volunteers.

(3) Coverage shall state that Contractor’s insurance s hall 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 will be provided with thirty (30) days writ ten notice of cancellation or material change in the policy language or terms.

D. Acceptability of Insurance

Insurance shall be placed with insurers with a Best s’ rating of not less than A:VI. Self-insured retentions, policy terms or other v ariations that do not comply with the requirements of this Section 3 must b e declared to and approved by the City in writing prior to execution of this Contract.

E. Verification of Coverage

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(1) Contractor shall furnish City with certificates a nd required endorsements evidencing the insurance required. Cop ies 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 reflecti ng the policy renewals directly to:

City of Sacramento
c/o EXIGIS LLC
P.O. Box 947
Murrieta, CA 92564

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 can cel this Contract if the certificates of insurance and endorsements required h ave not been provided prior to execution of this Contract. The City m ay withhold payments to Contractor or cancel the Contract if the in surance is canceled or Contractor otherwise ceases to be insured a s required herein.

F. Subcontractors

Contractors shall require and verify that all subcontr actors maintain insurance coverage that meets the minimum scope and l imits of insurance coverage specified in subsection A, above.

20. FAILURE TO MAINTAIN BONDS OR INSURANCE

If, at any time during the performance of this Contrac t, 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 th e Contract and notify City in writing of such failure. After such notice is provided, or if City discovers such failure and notifies Contractor, the City thereafter may withhold a ll 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 premi ums 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 shal l have no responsibility or liability for any costs incurred by Contractor as a result of such suspension of Work.

In addition to the foregoing, any failure to maintain an y 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.

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The Contractor shall be solely responsible for, and shal l 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 expense s 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 "E xcusable 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; ri ots; insurrections; epidemics; quarantine restrictions; strikes; lockouts; sitdowns; acts of a governmental agency; priorities or privileges established for the manufactu re, 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 administrator of any legally constituted public authority; changes in the Work order ed by City insofar as they necessarily require additional time in which to comple te the Work; the prevention of Contractor from commencing or prosecuting the Work becau se of the acts of others, excepting Contractor's subcontractors or suppliers; 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 in clude: (i) any delay that could have been avoided by the exercise of care, prudence, foresi ght and diligence on the part of Contractor; (ii) any delay in the prosecution of any p art of the Work that does not constitute a Controlling Operation, whether or not such d elay is unavoidable; (iii) any reasonable delay resulting from time required by City for review of any Contractor submittals and for the making of surveys, measurement s 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 t ime specified. Excusable Delays, if any, shall operate only to extend the Completion Date (not in excess of the period of such delay as determined by City) and shall not unde r 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) c alendar 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 wri ting of such delay and its cause, in order that the Engineer: (i) may take immediate step s 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 considered excusable, how l ong it continues, and to what extent the prosecution and completion of the Work are de layed thereby. Said written notice shall constitute an application for an extension of time only if the notice requests

Form approved by City Attorney 6-23-23 13
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, th e 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 re quired herein, and that the Engineer has found to be excusable. Contractor shall n ot 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 pe riod of Excusable Delay determined by the Engineer, subject to the approval b y 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 Contr act 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 th is 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 tha t 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) a nd fully complies with such other procedures as may be specified in the Contract Documen ts 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 r eason thereof shall not in any way release any warranty or guarantee given by Contra ctor pursuant to the provisions of the Contract Documents, nor shall such changes in th e Work relieve or release the Sureties on Bonds provided pursuant to the Contract Docum ents. 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.

Form approved by City Attorney 6-23-23 14

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 item s) 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 terminat e 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 wri tten notice to Contractor specifying the date of termination. Such notice also m ay specify conditions or requirements that Contractor must meet to avoid termina tion 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 spe cified, Contractor shall cease rendering services and performing work on such termina tion 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 deduct ions 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 C ity'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 d ate, including but not limited to incomplete punch list items. Such costs shall includ e all of the City’s direct and indirect costs incurred to complete or correct such services or wor k, 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 su ch 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 Contra ctor shall be paid (without duplication of any items, and after deduction and/or wi thholding of any amounts authorized to be deducted or withheld by the Contract D ocuments or any Laws or Regulations):

A. For Work executed in accordance with the Contract Doc uments prior to the effective date of termination and determined to be acc eptable by the Engineer, including fair and reasonable sums for overhead and profit on such Work;

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

C. For reasonable expenses directly attributable to te rmination.

Form approved by City Attorney 6-23-23 15

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 ap ply, 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 termin ation for convenience pursuant to this section. The City shall be entitled to have a ny 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 fulfil led or any part thereof is unnecessarily delayed, or if Contractor violates or brea ches, 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 ref uses 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 Enginee r, then, notwithstanding any provision to the contrary herein, the City may give Cont ractor 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 sha ll upon the expiration of said period cease and terminate. In the event of any such termi nation, 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 Wor k to be completed, no payment of any kind shall be made to Contractor until the Work i s complete. The cost of completing the Work, including but not limited to, extr a costs of project administration and management incurred by City, both direct or indir ect, shall be deducted from any sum then due, or that becomes due, to Contractor from Cit y. 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 such sum to Contractor. The Contractor and Contractor’s Sureties shall be jointly and severally liable for al l obligations imposed on Contractor hereunder.

No act by City before the Work is finally accepted, in cluding, 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, occupati on or acceptance of any part of the Work, waiver of any prior breach of the Contract or failure to take action pursuant to

Form approved by City Attorney 6-23-23 16
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 righ t to act pursuant to this Section upon any subsequent event, occurrence or failure by Con tractor to fulfill the terms and conditions of the Contract. The rights of City to termin ate 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 t he benefit of creditors, or if a receiver is appointed on account of Contractor's insolvenc y, 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. The Surety under Contractor’s performance bond sh all 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 com plete and provide a one-year warranty of the entire Work, pay liquidated d amages 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 provide d 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 a ll accounting and financial records related to the Contract and performance of the W ork in accordance with generally accepted accounting practices and shall ke ep 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 propert y used to perform the Agreement and shipped from outside California, the Cont ractor and any subcontractors leasing or purchasing such materials, e quipment, 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, Contract or 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 u nless 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 agr ees 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. An y violation by Contractor of Sacramento City Code Chapter 3.54 constitutes a materi al breach of this Agreement, for which the City may terminate the Agreement and p ursue 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, ent itled “Ban-The-Box Requirements.” By signing this Agreement, Contractor acknowledges and represents

Form approved by City Attorney 6-23-23 18
that Contractor has read and understands these requir ements and agrees to fully comply with all applicable requirements of Sacramento City Code Chapter 3.62. If requested by City, Contractor agrees to promptly prov ide such documents and information as may be required by City to verify Contr actor’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 term inate the Agreement and pursue all available legal and equitable remedies. Contractor agrees to require its subcontractors to fully comply with all applicable requ irements of Sacramento City Code Chapter 3.62 and include these requirements in all subcontracts covered by Sacramento City Code Chapter 3.62.

JN WITNESS WHEREOF, the partieshereto have signedthisAgreementon thedate setforoppositetheirnames.

CONTRACTOR
Under penalty of perjury,I certifythat the
taxpayeridentificationnumber and allother
information provi irrect.:ere an
BYDATE
Print
CFO
Title - /
BY
Garrett Lamberti
Print Name
CEO
Title
1Q0Q058142
DIR Registration#
R2-1199194
Federal ID#
04027506
State ID#
1034823
City of Sacramento Business Operation Tax
CertificateNo. [Citywillnot award contract
untilCertificateNumber isobtained]
Type ofBusinessEntity(checkone):

Individual/SoleProprietor
Partnership
.X Corporation
Limited LiabilityCompany
Other {pleasespecify: .}

CITY OF SACRAMENTO
a municipal corporation
BYDATE
For: Howard Chan, City Manager
Attest:OriginalApproved As To Form:

CityClerkCityAttorney
Form approved by CityAttorney 6-23-23 19

PRE-QUALIFIED GENERAL CONTRACTOR
BI
D PROPOSAL REQUEST FORM- EV BLUEPRINT PHASE 4

Notice to Bidders: This is an informal bid process. The undersigned bidder agrees, if this bid is accepted, to enter into an agreement with the City of Sacramento as a separate Contract based on a pre-selection process or utilizing an existing pre-qualification or at City staff discretion.

This Bid is submitted to: City of Sacramento
Department of Public Works
5730 24 th Street, Building 4
S
acramento, CA 95822

This Bid from this submittal date: is valid for 120 days.

Questions directed in-writing to k [email protected]. They will be sent to the appropriate project manager for review and response

Receipt of Addenda: Bidder has received and examined the following Addenda:

Addendum 1_____________________ Date__________________________ Addendum 2 ____________________ Date__________________________

Bid Pricing: Provide a detailed breakdown or Schedule of Values (SOV) for all work indicating all major trades and line-item pricing as an attachment to this document to include all markup and overhead. EACH SITE MUST HAVE SEPARATE PRICING AS A LINE ITEM WITH TRADE BACKUP. This project requires performance and payment bonds and is subject to prevailing wages. Please review and provide the minimum qualification questionnaire and LBE documentation attached.

Total Proposal costs: $_____________________
Authorized Signature (Signed by an individual with authority to bind the company):
_____________________________________________________________________________ Company Name: ____________________________________________ Street Address: _____________________________________________ Contractor License Number: _____________________________________________ PWCR Number: _____________________________________________

Signature: _____________________________________________ Name/ Title: _____________________________________________

2.18.2025

2.07.2025

2.13.2025
Jones and Lamberti Builders, Inc.
8757 Auburn Folsom Rd. #2239, Granite Bay, CA 95746
1033161
1000058142
Coleman Jones, CFO
651,625.00

MINIMUM QUALIFICATIONS Q UESTIONNAIRE

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

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

The City of Sacramento (“City”) shall make its determination on the basis of the submitted questionnaire, as well as any relevant information that is obtained from others or as a result of investigation by the City. While it is the intent of this questionnaire to assist the City in determining whether bidders possess the minimum qualifications necessary to submit bids on the City’s competitively bid public works construction contracts, the fact that a bidder submits a questionnaire demonstrating that it meets these minimum qualifications shall not in any way limit or affect the City’s ability to: (1) review other information contained in the bid submitted by the bidder, and additional relevant information, and determine whether the contractor is a responsive and/or responsible bidder; or (2) establish pre-qualification requirements for a specific contract or contracts.

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

_______________________________________________________________________________

FOR CITY CLERK USE ONLY

R
ESOLUTION NO.: 2007-574

Q UESTIONNAIRE

NOTICE: For firms that maintain other operating business units, offices, branches and/or subsidiary divisions that will not be involved with the performance of any project work if the firm is awarded the contract, references hereafter to “your firm” shall mean only those operating business units, offices, branches and/or subsidiary divisions that will be involved with the performance of any project work.

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

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

________________________________________________________________

2. Has a contractor's license held by your firm and/or any owner, officer or partner of your firm been revoked at any time in the last five years?

Yes No

3. Within the last five years, has a surety firm completed a contract on your firm’s behalf, or paid for completion of a contract to which your firm was a party, because your firm was considered to be in default or was terminated for cause by the project owner?

Yes No

4. At the time of submitting this minimum qualifications questionnaire, is your firm ineligible to bid on or be awarded a public works contract, or perform as a subcontractor on a public works contract, pursuant to either California Labor Code section 1777.1 (prevailing wage violations) or Labor Code section 1777.7 (apprenticeship violations)?

Yes No

5. At any time during the last five years, has your firm, or any of its owners, officers or partners been convicted of a crime involving the awarding of a contract for a government construction project, or the bidding or performance of a government contract?

Yes No
_______________________________________________________________________________

FOR CITY CLERK USE ONLY

R
ESOLUTION NO.: 2007-574

6. Answer either subsection A or B, as applicable:

A. Your firm has completed three or more government construction contracts in Sacramento 1033161, Classification 'B' Expiration date: 11.30.2025

County within the last five years: Within those five years, has your firm been assessed liquidated damages on three or more government construction contracts in Sacramento County for failure to complete contract work on time?

NOTE: If there is a pending administrative or court action challenging the assessment of liquidated damages on a government contract within the last five years, you need not include that contract in responding to this question.

Yes No Not applicable

B
. Your firm has not completed at least three government construction contracts in Sacramento County within the last five years: Within the last three years, has your firm been assessed liquidated damages on three or more government construction contracts for failure to complete contract work on time?

NOTE: If there is a pending administrative or court action challenging an assessment of liquidated damages on a government contract within the last three years, you need not include that contract in responding to this question.

Yes No Not applicable

7. In the last three years has your firm been debarred from bidding on, or completing, any government agency or public works construction contract for any reason?

NOTE: If there is a pending administrative or court action challenging a debarment, you need not include that debarment in responding to this question.

Yes No

8. Has CAL OSHA assessed a total of three or more penalties against your firm for any “serious” or “willful” violation occurring on construction projects performed in Sacramento County at any time within the last three years?

NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

Yes No

_______________________________________________________________________________

FOR CITY CLERK USE ONLY

R
ESOLUTION NO.: 2007-574

9. Answer either subsection A or B, as preferred:

A. In the last three years has your firm had a three-year average Workers’ Compensation

experience modification rate exceeding 1.1?

Yes No

B. In the last three years has your firm had a three-year average incident rate for total lost w
orkday cases exceeding 10?

NOTE: Incident rates represent the number of lost workday cases per 100 full-time workers and is to be calculated as: (N/EH) x 200,000, where

N = number of lost workday cases (as defined by the U.S. Dept. of Labor, Bureau of Labor Statistics)
EH = total hours worked by all employees during the calendar year 200,000 = base for 100 equivalent full-time working (working 40 hours per week,
50 weeks per year)

Yes No

10. In the past three years, has the federal EPA, Region IX or a California Air Quality Management District or Regional Water Quality Control Board assessed penalties three or more times, either against your firm, or against the project owner for a violation resulting in whole or in part from any action or omission by your firm on a project on which your firm was a contractor in Sacramento County?

NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

Yes No

_______________________________________________________________________________

FOR CITY CLERK USE ONLY

R
ESOLUTION NO.: 2007-574

DATE ADOPTED: July 31, 2007

In the past three years, has the federal EPA, Region IX or a California Air Quality Management District or Regional Water Quality Control Board assessed a single penalty of $100,000 or more, either against your firm, or against the project owner for a violation resulting in whole or in part from any action or omission by your firm on a project on which your firm was the contractor in Sacramento County?

NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

Yes No

12. In the past three years, have civil penalties been assessed against your firm pursuant to California Labor Code 1777.7 for violation of California public works apprenticeship requirements, three or more times?

NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

Yes No

13. In the past three years, has a public agency in California withheld contract payments or assessed penalties against your firm for violation of public works prevailing wage requirements, three or more times?

NOTE: If there is a pending administrative or court action appealing a withholding or penalty assessment, you need not include that withholding or penalty assessment in responding to this question.

Yes No

14. Has your firm been assessed penalties for violation of public works prevailing wage requirements in California, in an aggregate amount for the past three years of $50,000 or more?

NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.

Yes No

_______________________________________________________________________________

FOR CITY CLERK USE ONLY

R
ESOLUTION NO.: 2007-574

DATE ADOPTED: July 31, 2007

V ERIFICATION AND SIGNATURE

I, the undersigned, certify and declare that I have read all the foregoing answers to this Minimum Qualifications Questionnaire, and know their contents. The matters stated in these Questionnaire answers are true of my own knowledge and belief, except as to those matters stated on information and belief, and as to those matters I believe them to be true. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Signed at _______________________________________, on _________________. (Location) (Date)

Signature: _________________________________

Print name: ________________________________

Title: _____________________________________

NOTE: If two or more entities submit a bid on a contract as a Joint Venture, each entity within the Joint Venture must submit a separate Minimum Qualifications Questionnaire.

_______________________________________________________________________________

FOR CITY CLERK USE ONLY

Sacramento, California

2.18.2025
Coleman Jones
CFO

REQUIREMENTS FOR THE LOCAL BUSINESS ENTERPRISE PROGRAM
(
LBE Program)

INTRODUCTION

The City of Sacramento has a Local Business Enterprise (LBE) Program to provide enhanced o
pportunities 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 contracts.

APPLICATION

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

1. L
BE Preference: For certain contracts, a 5% LBE Preference is applied during the bid evaluation process.

2. 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

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 C
ounty means:

1. A n established business entity operating within the selected areas for at least 12 consecutive months prior to submission of bid; and

2. L egally operating a location in the City or unincorporated area of Sacramento County that is either:
a. a principal business office or workspace; or
b. 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 su
bmission 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
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.

LBE PREFERENCE

For contracts under $250,000, firms that qualify as an LBE will receive a 5% preference on all C
ity procurement opportunities. For professional service contracts only, this preference also applies to procurement opportunities of $250,000 or more.

For contracts to be awarded in response to a solicitation for bids, a bid or quotation submitted b
y 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 q
ualifies as an LBE shall receive additional points during the scoring process, so the final score awarded to the LBE is increased by 5% of the total possible evaluation points.

LBE PARTICIPATION REQUIREMENT

For non-professional service, professional service, and public project contracts of $250,000 or m
ore, 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 L
BE.

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

City may waive or reduce the LBE Participation requirements on some procurement o
pportunities prior to acceptance of bids or proposals upon authorization from the City Manager or City Manager’s designee.

PARTICIPATION LEVEL REQUIREMENTS

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. A n 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. A
n 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.

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.

LBE REQUIREMENTS FOR CONTRACTOR

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 o
f 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 listed LBE subcontractor or supplier fails to execute a written contract based upon the general terms, conditions, plans, and specifications for the project.

2. T
he listed LBE subcontractor or supplier becomes bankrupt or insolvent.

3. T he 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.

6. I t would be in the best interest of the City.

Subcontractor Substitution: No substitution 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.

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 deduction 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: Prior 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 hearing 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.

LOCAL BUSINESS ENTERPRISE (LBE)

PARTICIPATION PROGRAM

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

1. LBE FIVE PERCENT (5%) PARTICIPATION

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

The City has established a minimum 5% participation l
evel for LBEs on this contract. Pursuant to City Code Section

3.60.270, no bidder on this contract shall be considered responsive unless its bid meets or exceeds this minimum participation level. To qualify for this requirement, bidders must either (a) be an LBE, or (b) subcontract with a qualified LBE.

Detailed information about this program can be found at http://www.cityofsacramento.org/Finance/Procurement/ C
ontract-Ordinances

Local Business Enterprise means a business ente rprise, including but not limited to, a sole proprietorship, partnership, limited liability company, corporation, or other business entity that has a legitimate business presence in the city or unincorporated county of Sacramento. Evidence of legitimate business presence in the city or unincorporated county of Sacramento shall include:

1. Having a current City of Sacramento Business Opera
tion Tax or County of Sacramento Business License for
at least twelve (12) consecutive months prior to submission of bid; and

2. Having either of the following types of offices or workspace operating legally within the city or unincorporated county of Sacramento for at least twelve (12) consecutive months prior to submission of bid:
a. The LBE’s principle business office or workspace; or b. The LBE’s regional, branch or satellite office wi t h at least one full time employee located in the city or unincorporated county of Sacramento.

A. LOCAL BUSINESS ENTERPRISE (LBE)
Is the firm submitting the bid qualified as a local business enterprise? Check the appropriate box below:

YES - the firm submitting the bid is qualified as a local business enterprise.

S
UBCONTRACTING/SUPPLIERS - The firm submitting the bid is qualified by utilizing subcontractors and/or suppliers who qualify as local business enterprises.

NO - the firm submitting the bid is not qualified as a local business enterprise.

I
f the response to the above is YES, provide the City of Sacramento Business Operations Tax Certificate Number and/or County of Sacramento Business License Number:

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

If the response to the above is YES, provide business office or workspace address*:

* Address must be a physical address for the basis of location, this excludes P.O. Box addresses.

Form Updated 6/11/2020

SUBCONTRACTOR AND LOCAL BUSINESS ENTERPRISE FORM

THIS FORM MUST BE SUBMITTED WITH THE BID PROPOSAL
The bidder shall list all other subcontractors who perform work, render service, or provide materials in an amount in excess of one-half of 1 percent of the total bid amount.

In the case of bids for the construction of streets and highways, including bridges, subcontractors whose subcontract value exceeds one-half of 1 percent of the total bid or ten thousand dollars ($10,000), whichever is greater, shall be listed. Estimated dollar values shall be provided for all work, services or materials listed. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

COPY AND ATTACH ADDITIONAL SHEETS AS NECESSARY
Prime Contractor Name
(REQUIRED) Prime Contractor DIR Registration #

Business Name
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require DIR Registration) ☐ Subcontractor ☐ Supplier
CSLB/Professional License # DIR Registration # (10 digits) Address Does this subcontractor or supplier qualify as an LBE? City, State, Zip Estimated dollar value of work, services or materials to be performed of provided $ Contact Person Type of Work, Services, or Materials to be provided to complete contract.

Email Address
Phone

Business Name
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require DIR Registration) ☐ Subcontractor
☐ Supplier
CSLB/Professional License # DIR Registration # (10 digits) Address Does this subcontractor or supplier qualify as an LBE? City, State, Zip Estimated dollar value of work, services or materials to be performed of provided $ Contact Person Type of Work, Services, or Materials to be provided to complete contract.

Email Address
Phone
I hereby certify that each subcontractor listed on this LBE Participation Form has been notified that it has been listed and has consented in writing to its name being submitted for this contract. The Prime Contractor also certifies that it will notify each subcontractor listed on this Form in writing if the contract award is made to the Prime Contractor, and will make all documentation relevant to the subcontractor and LBE participation available to City of Sacramento upon request. The Prime Contractor further certifies that all of the information contained in this Form is true and correct and acknowledges that the City will rely on the accuracy of this information in awarding the contract.

$
Signature (Principal of Firm) Title Date Total Bid Amount (including additive alternates if applicable) Jones and Lamberti Builders, Inc.
1000058142
Ireland Electric, Inc.
1000039366
756222
1544 Santa Ana Ave #120
Sacramento, CA 95838
Yes
Electrical.

Curtis Forester
916-564-7300
[email protected]
215,000.00
Johnson & Sampson Construction, Inc.
1000006881
748240
4512 Yankee Hill Court
Rocklin, CA 95677
No
Sitework
Roy Sampson
916-624-8855
[email protected]
120,000.00
CFO

2.18.25 651,625.00

SUBCONTRACTOR AND LOCAL BUSINESS ENTERPRISE FORM

COPY AND ATTACH ADDITIONAL SHEETS AS NECESSARY
Prime Contractor Name
(REQUIRED) Prime Contractor DIR Registration #

Email Address
Phone

Business Name
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require DIR Registration) ☐ Subcontractor
☐ Supplier
CSLB/Professional License # DIR Registration # (10 digits) Address Does this subcontractor or supplier qualify as an LBE? City, State, Zip Estimated dollar value of work, services or materials to be performed of provided $ Contact Person Type of Work, Services, or Materials to be provided to complete contract.

$
Signature (Principal of Firm) Title Date Total Bid Amount (including additive alternates if applicable) Jones and Lamberti Builders, Inc.
1000058142
MA Long
1000402534
415875
3140 Peacekeeper Way, #104
McClellan, CA 95652
Yes
Concrete
James Rhodes
916-640-0222
[email protected]
110,000.00
Chapman Landscpaing
2000006521
1106506
3432 Corwin Ct.

Loomis, Ca 95650
No
Landscape & Irrigation
Glenn Chapman
916-757-7381
[email protected]
30,000.00
CFO

2.18.25 651,625.00

LBE status is applicable to the following:
• A
ny Sacramento addresses which encompasses both the City & unincorporated Sacramento County – including neighborhoods like Rosemont, Antelope, Foothill Farms & Walerga.
• North Highlands
• Carmichael
• Fair Oaks
• Orangevale
• If you should have a question regarding if you or one of your subcontractors or suppliers qualifies as an LBE please type the address locations using the link that is provided on the following page.

The map below can be found at: http://www.311.saccounty.net/Pages/Sacramento-County-Ma ps.aspx

For an interactive map showing exact address locations within the City of Sacramento or unincorporated C
ounty of Sacramento: http://generalmap.gis.saccounty.net/JSViewer/county_port al.html Proposal Date: 2.18.25
CSI CODE TRADE Tahoe Park NOTES
015600 SITE FENCING / TREE PROTECTION /
SWPPP: $6,780 Installation and maintenance of required site protection.

ARBORIST REPORTING: $2,120
Visit the site and assess the trees impacted by proposed plan.

Provide recommendations for tree protection. Onsite during process for work within root zone. Documentation to City post development.
323000 SITEWORK: $26,968
Saw cut, Demo & Off haul: 53-lf Curb, 250-sf. Landscape (includes 1 tree), 745-sf. Asphalt. Grade: Grade, compact & off haul as needed for new slopes for Concrete & Asphalt. Supply & Install "Virgin" Aggregate base: 41-ton under Asphalt, 33 ton A/B under Concrete. Supply & Compact Asphalt: 4" of 1/2" hot-mixed asphalt to 188-sf. (5 ton). 2.5" of 1/2" hot-mixed asphalt to 201-sf. (3.5 Ton).
030500 CONCRETE: $30,739
6" PCC parking stall, 4" PCC walkway, 6"x18" vertical curbs, pedestal footing and bollards.
323000 ELECTRICAL: $39,088
Install charge point chargers. Install city provided Tesco pedestal 480V. Install city provided Tesco pedestal 120/208V. Install city provided 75 KVA weatherproof XFMR. Grounding and bonding.

Charge point charger package. Traffic rated Christy box. 328000 LANDSCAPE/IRRIGATION REPAIRS $9,000 Budget number for landscape and irrigation rework. 323000 SIGNAGE / STRIPING / WHEEL STOPS: $6,750
1-ea green line. 1-ea 5' Crosshatch w/12" No Parking. 2-ea white EV Charging only on green Background & 3x3 Symbols. 2-ea new 6' Concrete wheel stops. 2-ea EV Charging signs/posts per plan (1-van).

Subtotal Hard Costs $121,445
Contractor's Costs:

GENERAL CONDITIONS / GENERAL REQUIREMENTS: $25,700
GC Insurance $2,335
BOND FEE $3,450
GC Fee/Profit $9,176
Total Contractor's Costs $40,660
Total Contract Amount $162,105
City of Sacramento - EV Chargers
G
eorge Sim

Proposal Date: 2/18/25
CSI CODE TRADE Tahoe Park NOTES
015600 SITE FENCING / TREE PROTECTION /
SWPPP: $6,780 Installation and maintenance of required site protection.

ARBORIST REPORTING: $2,120
Visit the site and assess the trees impacted by proposed plans (+/- 3). Provide recommendations for tree protection. Onsite during process for work within root zone. Documentation to City post development.
323000 SITEWORK: $45,967
Saw cut, Demo & Off haul: 118-lf Curb, 176-sf. Concrete, 189-sf.

Landscape w/ 130-sf gravel/DG, 670-sf. Asphalt. Grade, compact & off haul as needed for new slopes for Concrete & Asphalt.

Supply & Install "Virgin" Aggregate base: 5.5-ton under Asphalt, 39 ton A/B under Concrete. Supply & Compact Asphalt: 4" of 1/2" hot-mixed asphalt to 140-sf. (4 ton).
030500 CONCRETE: $42,404
6" PCC parking stall, 4" PCC walkway, 6"x18" vertical curbs, pedestal footing and bollards.
323000 ELECTRICAL: $65,605
Install charge point charger. Install city provided TESCO panel.

Grounding/bonding. Traffic rated Christy box. Charge point charger package. SMUD secondary box with steel lid.
328000 LANDSCAPE/IRRIGATION REPAIRS $8,000 Budget number for landscape and irrigation rework. 323000 SIGNAGE / STRIPING / WHEEL STOPS: $7,750
4-ea Green line. 1-ea 5' Crosshatch w/12" No Parking. 4-ea white EV Charging only on green Background & 3x3 Symbols. 4-ea new 6' Concrete wheel stops. 4-ea EV Charging signs/posts per plan (1-van).

Subtotal Hard Costs $178,626
Contractor's Costs:

GENERAL CONDITIONS / GENERAL REQUIREMENTS: $24,250
GC Insurance $3,263
BOND FEE $4,400
GC Fee/Profit $12,632
Total Contractor's Costs $44,545
Total Contract Amount $223,171
City of Sacramento - EV Chargers
O
ak Park

Proposal Date: 2.18.25
CSI CODE TRADE Tahoe Park NOTES
015600 SITE FENCING / TREE PROTECTION /
SWPPP: $12,175 Installation and maintenance of required site protection.

ARBORIST REPORTING: $3,280
Visit the site and assess the trees impacted by proposed plans (+/- 10). Proposed trench line must be marked on site or supervisor to meet. Provide recommendations for tree protection. Onsite during process for work within root zone. Documentation to City post development.
323000 SITEWORK: $42,164
Saw cut, Demo & Off haul: 118-lf Curb, 176-sf. Concrete, 189-sf.

Landscape w/ 130-sf gravel/DG, 670-sf. Asphalt. Grade, compact & off haul as needed for new slopes for Concrete & Asphalt.

Supply & Install "Virgin" Aggregate base: 5.5-ton under Asphalt, 39 ton A/B under Concrete. Supply & Compact Asphalt: 4" of 1/2" hot-mixed asphalt to 140-sf. (4 ton).
030500 CONCRETE: $37,159
6" PCC parking stall, 4" PCC walkway, 6"x18" vertical curbs, pedestal footing and bollards.
323000 ELECTRICAL: $97,707
Install charge point chargers. Install city provided Tesco pedestal 480V. Install city provided Tesco pedestal 120/208V. Install city provided 75 KVA weatherproof XFMR. Grounding and bonding.

Charge point charger package. Traffic rated Christy box. 328000 LANDSCAPE/IRRIGATION REPAIRS $12,000 Budget number for landscape and irrigation rework. 323000 SIGNAGE / STRIPING / WHEEL STOPS: $7,750
4-ea Green line. 1-ea 5' Crosshatch w/12" No Parking. 4-ea white EV Charging only on green Background & 3x3 Symbols. 4-ea new 6' Concrete wheel stops. 4-ea EV Charging signs/posts per plan (1-van).

Subtotal Hard Costs $212,235
Contractor's Costs:

GENERAL CONDITIONS / GENERAL REQUIREMENTS: $29,900
GC Insurance $3,988
BOND FEE $5,150
GC Fee/Profit $15,076
Total Contractor's Costs $54,114
Total Contract Amount $266,349
City of Sacramento - EV Chargers
T
ahoe Park

EV BLUEPRINT
PROJECT- TASK 5

SPECIFICATIONS
General Requirements and Technical Specs
City of Sacramento
Facilities and Real Property Management

TABLE OF CONTENTS

PROJECT SPECIFICATIONS

TABLE OF CONTENTS- EV BLUEPRINT PAGE 1 OF 1

DIVISION 1 GENERAL REQUIREMENTS

Section 01 10 00 Summary

Section 01 25 00 Substitution Procedures

Section 01 26 00 Contract Modification Procedures

Section 01 29 00 Payment Procedures

Section 01 31 00 Project Management and Coordination

Section 01 32 00 Construction Progress Documentation

Section 01 33 00 Submittal Procedures

Section 01 40 00 Quality Requirements

Section 01 42 00 References

Section 01 50 00 Temporary Facilities and Controls

Section 01 56 39 Temporary Tree and Plant Protection

Section 01 60 00 Product Requirements

Section 01 73 00 Execution

Section 01 74 19 Construction Waste Management and Disposal

Section 01 77 00 Closeout Procedures and Warranty Form

Section 01 77 10 Certificate of Compliance

Section 01 78 23 Operation and Maintenance Data

Section 01 78 39 Project Record Documents

DIVISION 26 ELECTRICAL

Section 26 05 00 Electrical Materials and Methods

Section 26 05 26 Grounding and Bonding for Electrical Systems

Section 26 26 53 Electrical Vehicle (EV) Charging Equipment

L20 LANDSCAPE

Section L20 Landscape Maintenance Services- General Specifications City of Sacramento EV BLUEPRINT

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SUMMARY - 011000 - 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Work by Owner.

5. Work under separate contracts.

6. Future work.

7. Owner-furnished products.

8. Access to site.

9. Coordination with occupants.

10. Work restrictions.

11. Specification and Drawing conventions.

12. Miscellaneous provisions.

B. Related Requirements:

1. Section 013100 “Project Management and Coordination” for requirements on using web-based Project software.

1.3 PROJECT INFORMATION
A. Project Identification: EV Blueprint – Task 5 EV Charger Project

1. Project Location: Various Locations. Phase 4 Includes:
a. George Sim Community Center, 6207 Logan Street
b. Oak Park Comm. Ctr., 3425 Martin Luther King Jr Blvd. c. Tahoe Park, 3501 59th Street
B. Owner: City of Sacramento, 915 I St. Sacramento, CA 95814.

1. Owner's Representative/ Architect: Ezra Roati, Associate Architect, Facilities and Real Property Management, Department of Public Works, 5730 24th Street, Sacramento, CA 95822, (916) 808-5877.

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SUMMARY - 011000 - 2

C. Consultants: Owner has retained the following design professionals who have prepared designated portions of the Contract Documents:

1. City Facilities Architects and Engineers developed the plans.

2. Note: City may retain the use of a Construction Manager on this set of projects.

D. Construction Inspector:

1. Construction Inspector has been engaged for this Project to serve as an advisor to Owner and to provide assistance in administering the Contract for construction between Owner and Contractor.

E. Web-Based Project Software: Project software administered by Contractor will be used for purposes of managing communication and documents during the construction stage.

1. See Section 013100 "Project Management and Coordination." for requirements for using web-based Project software.

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

1. Various project sites, includes demolition, flat work, concrete, asphalt, electrical scope, installation of EV chargers and patch -back of site-work materials. Project also includes striping and signage as referenced in the plans and specifications.

B. Type of Contract:

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

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

1.6 ACCESS TO SITE
A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

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

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SUMMARY - 011000 - 3

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

B. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption with Owner.

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

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

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

D. Employee Identification: Owner will provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

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

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

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

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

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

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

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

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

1.9 MISCELLANEOUS PROVISIONS
A. Security Conditions at the Construction Site: Owner is aware of conditions in the immediate vicinity of the construction site that may impact contractor’s performance of the work. These conditions include a high population of unsheltered homeless persons, camping by unsheltered homeless persons, accumulations of trash, clothing, food containers, biohazards, cast -off personal possessions and camping equipment, EV BLUEPRINT City of Sacramento

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SUMMARY - 011000 - 4

abandoned bikes, animals, stray animals, panhandl ing activities , persons seeking assistance, medical emergencies, and fire and police activity.

B. Responsibility for Site Security: Contractor shall retain responsibility for site security, site maintenance, site clean -up, protection of materials and equipment including stored, staged and installed materials and equipment, according to contract documents. Contractor’s responsibility shall continue 24 -hours, 7 -days-per-week during the performance of the Work, and as such may require security performed with staff and/or electronic surveillance.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)

END OF SECTION 011000
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SUBSTITUTION PROCEDURES - 012500 - 1
SECTION 012500 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL

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

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

B. Related Requirements:

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

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

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

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

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

1. Substitution Request Form: Use electronic (PDF) copy of form provided in Project Manual.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication, or installation method cannot be provided, if applicable.

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SUBSTITUTION PROCEDURES - 012500 - 2

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

3. Architect's Action: If necessary, Architect w ill request additional information or documentation for evaluation within seven (7) days of receipt of a request for substitution. Architect will notify Contractor through Construction Manager of acceptance or rejection of proposed substitution within 15 d ays of receipt of request, or seven (7) days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

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

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

1.7 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 10 days prior to time required for preparation and review of related submittals.

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

B. Substitutions for Convenience / Equal:

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

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

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

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4. All items, materials or processes that are to be considered for pre -approval must be submitted in the manner described in the individual Specification Sections in which they appear, and must include all required and necessary support information, certificates, and product information neede d for evaluation.

Responsibility for assembling and providing adequate review material is solely that of the pre -approval application. Adequacy of the material submitted will be determined solely by the Architect, whose decision shall be final.

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

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

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

END OF SECTION 0125000
(SUBSTITUTION FORM TO FOLLOW)

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FORM FOR USE WITH SUBSTITUTION REQUESTS / EQUALS

TO:

PROJECT:

SPECIFIED ITEM:

SECTION: PAGE: PARAGRAPH: DESCRIPTION:

The undersigned requests consideration of the following:

PROPOSED SUBSTITUTION:

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

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

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

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

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

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

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

Submitted by: Title:

Signature: Date:

Firm: Phone:

Address:

Attachments:

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

END FORM FOR USE WITH SUBSTITUTION REQUESTS / EQUALS
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CONTRACT MODIFICATION PROCEDURES - 012600 - 1
SECTION 012600 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL

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

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

B. Related Requirements:

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

1.3 MINOR CHANGES IN THE WORK
A. Owner will issue through Construction Manager supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time,

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012600 (SAMPLE FORMS TO FOLLOW)

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SAMPLE FORMS FOR USE WITH CONTRACT MODIFICATION PROCEDURES

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END SAMPLE FORMS FOR USE WITH CONTRACT MODIFICATION PROCEDURES City of Sacramento EV BLUEPRINT

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PAYMENT PROCEDURES - 012900 - 1

SECTION 012900 - PAYMENT PROCEDURES
PART 1 - GENERAL

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

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

B. Related Requirements:

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

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

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

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

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

2. Submit the SOV to Owner at earliest possible date, but no later than 14 days before the date scheduled for submittal of initial Application for Payment.

3. Sub-schedules for S eparate Elements of Work: Where the Contractor's construction schedule defines separate elements of the Work, provide sub - schedules showing values coordinated with each element.

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

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

2. Use City provided Schedule of Values form.

3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts in excess of five percent (5% min.) of the Contract Sum.

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

5. Overhead Costs: Include total cost, overhead and profit for each line item.

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

7. Schedule of Values Revisions: Revise the SOV when Change Orders (CO) or Construction Change Directives (CCD) result in a change in the Contract Sum.

Include at least one separate line item for each CO and CCD.

1.5 APPLICATIONS FOR PAYMENT
A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by City’s Project Manager and paid for by Owner.

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

1. Submit draft copy of Application for Payment ten days prior to due date for review by City Labor Compliance, Inspector, Project & Construction Manager.

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

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

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

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

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

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

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

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

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

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

F. Transmittal: Submit one signed original copy of each Application for Payment to Project Manager by an electronic method ensuring receipt. Include waivers of lien and similar attachments as required.

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

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

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

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

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

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

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

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

1. List of subcontractors.

2. Schedule of Values (SOV).

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

4. Products list (preliminary if not final).

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

6. Schedule of unit prices.

7. Submittal schedule (preliminary if not final).

8. List of Contractor's staff assignments.

9. List of Contractor's principal consultants.

10. Copies of building permits.

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

12. Initial progress report.

13. Report of preconstruction conference.

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

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

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

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

1. Evidence of completion of Project closeout requirements.

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

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

4. Evidence that claims have been settled.

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

6. Final liquidated damages settlement statement.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)

END OF SECTION 012900
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PROJECT MANAGEMENT AND COORDINATION - 013100 - 1
SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL

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

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

1. General coordination procedures.

2. Coordination drawings.

3. RFIs.

4. Digital project management procedures.

5. Project meetings.

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

C. Related Requirements:

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

B. Coordination: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its own operations with operations included in different Sections that depend on each other for proper inst allation, connection, and operation.

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

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

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

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

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

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Preinstallation conferences.

6. Project closeout activities.

7. Startup and adjustment of systems.

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

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

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

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, fire -protection, fire-alarm, and electrical Work. Show EV BLUEPRINT City of Sacramento

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locations of visible ceiling -mounted devices. Supplement plan drawings with section drawings where required to adequately represent the Work.

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

3. Slab Edge an d Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

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

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

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

7. Review: Owner will review coordination drawings to confirm that in general the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Owner determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Owner will so inform Contractor, who shall make suitable modifications and resubmit.

8. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 013300 "Submittal Procedures."
C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

1. File Preparation Format: Same digita l data software program, version, and operating system as original Drawings.

2. File Submittal Format: Submit or post coordination drawing files in PDF format.

3. Owner will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files.
a. Owner makes no representations as to the accuracy or c ompleteness of digital data files as they relate to Drawings.

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b. Digital Data Software Program: Drawings are available in AutoCAD 2015 Version in Microsoft Windows operating system.
c. Contractor shall execute a data licensing agreement in the form of the Agreement included in this Project Manual.

1.7 REQUEST FOR INFORMATION (RFI)
A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Owner will return without response those RFIs submitted to Owner by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner so a s to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Architect and Owner

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolu tion. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

12. Contractor's signature.

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Forms: Form bound in Project Manual or Software-generated form with substantially the same content as indicated above, acceptable to Owner.

1. Attachments shall be electronic files in PDF format.

D. Owner's Action: Owner will review each RFI, determine action required, and respond.

Allow five working days for Owner's response for each RFI. RFIs received by Owner after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

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a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs.

2. Owner's action may include a request for additional information, in which case Owner's time for response will date from time of receipt by Owner of additional information.

3. Owner's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Owner in writing within 5 days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Software log with not less than the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect.

4. RFI number including RFIs that were returned without action or withdrawn.

5. RFI description.

6. Date the RFI was submitted.

7. Date Owner's response was received.

8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.

F. On receipt of Owner's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Owner within five days if Contractor disagrees with response.

1.8 DIGITAL PROJECT MANAGEMENT PROCEDURES
A. Use of Owner's Digital Data Files: Digital data files of Owner's drawings will be provided by Owner for Contractor's use during construction.

1. Digital data files may be used by Contractor in preparing coordination drawings, Shop Drawings, and Project record Drawings.

2. Owner makes no representations as to the accuracy or completeness of digital data files as they relate to Contract Drawings.

3. Digital Drawing Software Program: Contract Drawings are available in PDF.

4. Contractor shall execute a data licensing agreement in the form of Agreement included in Project Manual.

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a. Subcontractors, and other parties granted access by Contractor to Owner's digital data files shall execute a data licensing agreement in the form of Agreement included in this Project Manual.

5. The following digital data files will be furnished for each appropriate discipline:
a. Site plans.
b. Floor plans.
c. Reflected ceiling plans.

B. Web-Based Project Software: Provide, administer, and use web -based Project software site for purposes of hosting and managing Project communication and documentation until Final Completion.

1. Web-based Project software site includes, at a minimum, the following features:
a. Compilation of Project data, including Contractor, subcontractors, Architect, architect's consultants, Owner, and other entities involved in Project.

Include names of individuals and contact information.
b. Access control for each entity for each workflow process, to determine entity's digital rights to create, modify, view, and print documents. c. Document workflow planning, allowing customization of workflow between project entities.
d. Creation, logging, tracking, and notification for Project communications required in other Specification Sections, including, but not limited to, RFIs, submittals, Minor Changes in the Work, Construction Change Directives, and Change Orders.
e. Track status of each Project communication in real time, and log time and date when responses are provided.
f. Procedures for handling PDFs or similar file formats, allowing markups by each entity. Provide security features to lock markups against changes once submitted.
g. Processing and tracking of payment applications.
h. Processing and tracking of contract modifications.
i. Creating and distributing meeting minutes.
j. Document management for Drawings, Specifications, and coordination drawings, including revision control.
k. Management of construction progress photographs.
l. Mobile device compatibility, including smartphones and tablets.

2. Provide up to seven web-based Project software user licenses for use of Owner, Architect, and Architect's consultants. Upon request, p rovide four hours of software training at Owner's office for web-based Project software users.

3. At completion of Project, provide digital archive in format that is readable by Microsoft Windows applications. Provide data in locked/flattened format.

4. Provide one of the following web -based Project software packages under their current published licensing agreements:
a. Autodesk;
b. Corecon Technologies, Inc.
c. Meridian Systems; Prolog.

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d. Newforma, Inc.
e. Procore Technologies, Inc.
f. Viewpoint, Inc.; Viewpoint for Project Collaboration.

C. PDF Document Preparation: Where PDFs are required to be submitted to Owner, prepare as follows:

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.

3. Certifications: Where digitally submitted certificates and certifications are required, provide a digital signature with digital certificate on where indicated.

1.9 PROJECT MEETINGS
A. General: Schedule a nd conduct meetings and conferences at Project site unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner of scheduled meeting dates and ti mes a minimum of 10 working days prior to meeting.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribut e the meeting minutes to everyone concerned, including Owner, within three days of the meeting.

B. Preconstruction Conference: Owner will schedule and conduct a preconstruction conference before starting construction, at a time conv enient to Owner, but no later than 15 days after execution of the Agreement.

1. Attendees: Authorized representatives of Owner and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could aff ect progress, including the following:
a. Responsibilities and personnel assignments.
b. Tentative construction schedule.
c. Phasing.
d. Critical work sequencing and long lead items.
e. Designation of key personnel and their duties.
f. Lines of communications.
g. Use of web-based Project software.

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h. Procedures for processing field decisions and Change Orders. i. Procedures for RFIs.
j. Procedures for testing and inspecting.
k. Procedures for processing Applications for Payment.
l. Distribution of the Contract Documents.
m. Submittal procedures.
n. Preparation of Record Documents.
o. Use of the premises.
p. Work restrictions.
q. Working hours.
r. Procedures for moisture and mold control.
s. Construction waste management and recycling.
t. Parking availability.
u. Office, work, and storage areas.
v. Equipment deliveries and priorities.
w. First aid.
x. Security.
y. Progress cleaning.

3. Minutes: Entity responsibl e for conducting meeting will record and distribute meeting minutes.

C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity when required by other sections and when required for coordination with other construction.

1. Attendees: Installer and representatives of manufactur ers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Owner of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Possible conflicts.
i. Compatibility requirements.
j. Time schedules.
k. Weather limitations.
l. Manufacturer's written instructions.
m. Warranty requirements.
n. Compatibility of materials.
o. Regulations of authorities having jurisdiction.
p. Testing and inspecting requirements.
q. Installation procedures.
r. Protection of adjacent work.

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s. Protection of construction and personnel.

3. Record signifi cant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.

5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

D. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to Owner, but no later than 30 days prior to the scheduled date of Substantial Completion.

1. Conduct the conference to review requirements and responsibilities related to Project closeout.

2. Attendees: Authorized representatives of Owner and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and o ther concerned parties shall attend the meeting. Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:
a. Preparation of Record Documents.
b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.
c. Procedures for completing and archiving web -based Project software site data files.
d. Submittal of written warranties.
e. Requirements for preparing operations and maintenance data. f. Requirements for delivery of material samples, attic stock, and spare parts. g. Requirements for demonstration and training.
h. Preparation of Contractor's punch list.
i. Procedures for processing Applications for Payment at Substantial Completion and for final payment.
j. Submittal procedures.
k. Owner's partial occupancy requirements.
l. Installation of Owner's fixtures, and equipment.

4. Minutes: Entity conducting meeting will record and distribute meeting minutes.

E. Progress Meetings: Conduct progress meetings at regular intervals.

1. Coordinate dates of meetings with preparation of payment requests.

2. Attendees: In addition to representatives of Owner, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activ ities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

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3. Agenda: Review and correct or approve minutes of previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.
a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule.

Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether sched ule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.
1) Review schedule for next period.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Status of submittals.
4) Deliveries.
5) Off-site fabrication.
6) Access.
7) Site use.
8) Quality and work standards.
9) Status of correction of deficient items.
10) Field observations.
11) Status of RFIs.
12) Status of Proposal Requests.
13) Pending changes.
14) Status of Change Orders.
15) Pending claims and disputes.
16) Documentation of information for payment requests.

4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule with the report of each meeting.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)

END OF SECTION 013100 (SAMPLE FORM TO FOLLOW)
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SAMPLE FORM TO B E USED WITH PROJECT MANAGEMENT AND COORDINATION

PROCEDURES

END SAMPLE FORM TO BE USED WITH PROJECT MANAGEMENT AND COORDINATION

PROCEDURES
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CONSTRUCTION PROGRESS DOCUMENTATION - 013200 - 1
SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Contractor's Construction Schedule.

2. Site condition reports.

3. Unusual event reports.

B. Related Requirements:

1. Section 011000 “Summary” for concurrent work by Owner under separate contracts.

2. Section 012900 "Payment Procedures” for requirements to prepare and process Applications for Payment.

3. Section 013100 "Project Management and Coordination" for construction coordination provisions.

4. Section 013300 “Submittal Procedures” for submittal schedule requirements and procedural requirements for submittals.

1.3 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: The allocation of the schedule of values (SOV) for completing an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum.

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C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on ac tivity relationships.

Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration (no float).

E. Event: The starting or ending point of an activity.

F. Float: The measure of leeway in starting and completing an activity.

1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

2. Free float is the amount of time an activity can be delayed without adversely affecting the start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

G. Resource Loading: The allocation of manpower and equipment necessary for completing an activity as scheduled.

1.4 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in the following format:

1. Working electronic copy of schedule file, where indicated.

2. PDF file emailed to Owner’s Project Manager.

B. Contractor's Construction Sched ule: Initial schedule, of size required to display entire schedule for entire construction period.

1. Submit a working digital copy of schedule, using software indicated, and labeled to comply with requirements for submittals.

C. Construction Schedule Updating Reports: Submit with Applications for Payment.

D. Site Condition Reports: Submit at time of discovery of differing conditions.

E. Unusual Event Reports: Submit at time of unusual event.

1.5 QUALITY ASSURANCE
A. Scheduling Qualifications: Experienced specialist in CPM scheduling and reporting, with capability of producing reports/ diagrams within 24 hours of Owner's request.

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1.6 COORDINATION
A. Coordinate Contractor's Construction Schedule with SOV, list of subcontracts, submittal schedule, progress reports, payment requests, and required documents.

1. Time commitments for critical elements of the Work from entities involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

1.7 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Computer Scheduling Software: Prepare schedules using current version of software specifically to manage construction schedules.

1. Use Scheduling component of Project s oftware specified in Section 013100 "Project Management and Coordination."
B. Time Frame: Extend schedule from date established for commencement of the Work to date of Substantial Completion.

1. Contract completion date shall not be changed by submission of a schedule, unless specifically authorized by Change Order.

C. Activities: Treat area as a separate numbered activity for each main element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Owner.

2. Procurement Activities: Include procurement process activities for the followin g long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to: submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time : Include review and resubmittal times indicated in Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.

4. Substantial Completion: Indicate completion in advance of date established for Substantial Completion and allow time for Owner’s administrative procedures necessary for certification of Substantial Completion.

5. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and final completion.

D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule and show how Work sequence is affected.

1. Products Ordered in Advance: Include a separate activity for each product.

Delivery dates indicated stipulate the earliest possible delivery date.

2. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.

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3. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:
a. Submittals.
b. Purchases.
c. Fabrication.
d. Deliveries.
e. Installation.
f. Adjusting.
g. Curing.

4. Construction Areas: Identify area of construction for each portion of the Work.

Indicate where each construction activity within a n area must be sequenced or integrated with other construction activities to provide for the following:
a. Permanent space enclosure.
b. Completion of mechanical installation.
c. Completion of electrical installation.
d. Substantial Completion.

E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, Notice to Proceed, Substantial Completion, and final completion:

F. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:

1. Unresolved issues.

2. Unanswered Requests for Information.

3. Rejected or unreturned submittals.

4. Notations on returned submittals.

5. Pending modifications affecting the Work and the Contract Time.

G. Distribution: Distribute copies of approved schedule to Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need- to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

1.8 GANTT-CHART SCHEDULE REQUIREMENTS
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt - chart-type, Contractor's Construction Schedule within 30 days of date established for commencement of the Work.

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1. Base schedule on the startup construction schedule and additional information received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1.9 CPM SCHEDULE REQUIREMENTS
A. General: Prepare network diagrams using AON (activity-on-node) format.

B. CPM Schedule: Prepare Contractor's Construction Schedule using a cost- and resource-loaded, time-scaled CPM network analysis diagram for the Work.

1. Develop network diagram in sufficient time to submit CPM schedule so it can be accepted for use no later than 60 days after date of Notice to Proceed. a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates.

2. Use "one workday" as the unit of time for individual activities. Indicate nonworking days and holidays incorporated into the schedule to coordinate with the Contract Time.

C. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the startup network diagram, prepare a skeleton network to identify probable critical paths.

1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities:
a. Preparation and processing of submittals.
b. Mobilization and demobilization.
c. Purchase of materials.
d. Delivery.
e. Fabrication.
f. Installation.
g. Testing and inspection.
h. Punch list and final completion.
i. Activities occurring following final completion.

2. Critical Path Activities: Identify critical path activ ities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.

3. Processing: Process data to produce output data on a computer -drawn, time - scaled network. Revise data, reorganize a ctivity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.

4. Format: Mark the critical path. Locate the critical path near center of network; locate paths with most float near the edges.

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D. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time -impact analysis using a network fragment to demonstrate the effect of the proposed change on the overall Project schedule.

E. Initial Issue of Sch edule: Prepare initial network diagram from a sorted activity list indicating straight "start-total float." Identify critical activities. Prepare tabulated reports showing the following:

1. Contractor or subcontractor and the Work or activity.

2. Description of activity.

3. Main events of activity.

4. Immediate preceding and succeeding activities.

5. Start dates.

6. Finish dates.

7. Activity duration in workdays.

8. Total float or slack time.

1.10 REPORTS
A. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report . Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

B. Unusual Event Reports: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, responses by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable.

1. Submit unusual event reports directly to Owner within one day of an occurrence.

Distribute copies of report to parties affected by the occurrence.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)

END OF SECTION 013200
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SUBMITTAL PROCEDURES - 013300 - 1
SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

B. Related Requirements:

1. Section 012900 "Payment Procedures" for submitting Applications for Payment and the schedule of values.

2. Section 013100 "Project Management and Coordination" f or submitting coordination drawings and subcontract list and for requirements for web -based Project software.

3. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule.

4. Section 014000 "Quality Requirements" for submitting test and inspection reports, and schedule of tests and inspections.

5. Section 017700 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals.

6. Section 017823 "Operation and Maint enance Data" for submitting operation and maintenance manuals.

7. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.

1.3 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Owner's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Owner’s responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."
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1.4 SUBMITTAL SCHEDULE
A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delive ry when establishing dates.

Include additional time required for making corrections or revisions to submittals noted by Owner and additional time for handling and reviewing submittals required by those corrections.

1. Coordinate submittal schedule with list o f subcontracts, the schedule of values, and Contractor's construction schedule.

2. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those req uired early because of long lead time for manufacture or fabrication.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule.
a. Submit revised submittal schedule to reflect changes in current status and timing for submittals.

4. Format: Arrange the following information in a tabular format:
a. Scheduled date for first submittal.
b. Specification Section number and title.
c. Submittal Category: Action; informational.
d. Name of subcontractor.
e. Description of the Work covered.
f. Scheduled date for Owner's final release or approval. g. Scheduled dates for purchasing.
h. Scheduled date of fabrication.
i. Scheduled dates for installation.
j. Activity or event number.

1.5 SUBMITTAL FORMATS
A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Architect.

4. Name of Owner’s Project Manager.

5. Name of Contractor.

6. Name of firm or entity that prepared submittal.

7. Names of subcontractor, manufacturer, and supplier.

8. Unique submittal number, including revision identifier. Include Spe cification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals.

9. Category and type of submittal.

10. Submittal purpose and description.

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11. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.

12. Drawing number and detail references, as appropriate.

13. Location(s) where product is to be installed, as appropriate.

14. Other necessary identification.

15. Remarks.

16. Signature of transmitter.

B. Options: Identify options requiring selection by Owner.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than th ose requested by Owner on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

D. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

1.6 SUBMITTAL PROCEDURES
A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as a 0PDF and transmit to Owner via email. Include PDF transmittal form. Identify submittal type in email subject line. a. Owner will return annotated file. Annotate and retain one copy of file as a digital Project Record Document file.

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

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently .

Partial submittals are prohibited. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

3. Coordinate transmittal of submittal s for related parts of the Work specified in different Sections so processing will not be delayed because of need to review submittals concurrently for coordination.
a. Owner reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Owner’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

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1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submitt als is required. Owner will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

4. Sequential Review: Where sequential review of submittals by consultants, Owner, or other parties is indicated, allow 21 days for initial submittal review.

D. Resubmittals: Make resubmittals in same form and number of copies as initial.

1. Note date and content of previous submittal.

2. Note date and content in label or title block and clearly indicate revision extent.

3. Resubmit submittals until they are marked with approval notation from Owner's action stamp.

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

F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Owner's stamp.

1.7 SUBMITTAL REQUIREMENTS
A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepar ed for submittal because standard published data are unsuitable for use, submit Shop Drawings, not Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams that show factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.

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5. Submit Product Data before Shop Drawings, and before or concurrent with Samples.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Submittal based on Architect's digital data drawing files is permitted.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified.

C. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location.

Include the following information in tabular form:

1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated.

2. Manufacturer and product name, and model number if applicable.

D. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of Owner, and other information specified.

E. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections.

Include list of assumptions and summary of loads. Include load diagrams if applicable.

Provide name and version of software, if any, used for calculations. Number each page of submittal.

F. Certificates:

1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an individual authorized to sign document s on behalf of that entity. Provide a notarized signature where indicated.

2. Installer Certificates: Submit written statements on manufac turer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience.

4. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

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5. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

1.8 CONTRACTOR'S REVIEW
A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and fo r compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Owner.

B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp or indication in web-based Project software. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has be en reviewed, checked, and approved for compliance with the Contract Documents.

1. Owner will not review submittals received from Contractor that do not have Contractor's review and approval.

1.9 OWNER’S REVIEW
A. Action Submittals: Owner will review each submittal, indicate corrections or revisions required, and return it.

1. PDF Submittals: Owner will indicate, via markup on each submittal:
a. No Exceptions Taken
b. Make Corrections Noted
c. Revise and Resubmit
d. Rejected
B. Informational Submittals: Owner will review each submittal and will not return it or will return it if it does not comply with requirements. Owner will forward each submittal to appropriate party.

C. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

D. Owner will only return with review submittals received from the Contractor.

E. Submittals not required in the Contract Documents: returned by Owner with no action.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used

END OF SECTION 013300
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SECTION 014000 - QUALITY REQUIREMENTS
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspection services are required to verify compliance with requ irements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality -assurance and quality -control requirements for individual work results are specified in their respective Specification Sections. Requirements in individual Sections may also cover production of standard products.

2. Specified inspections, and related actions do not limit Contractor's other quality - assurance and quality -control procedures that facilitate compliance with the Contract Document requirements.

3. Specific inspection requirements are not specified in this Section.

1.3 DEFINITIONS
A. Experienced: When used with an entity or individual, "experienced" unless otherwise further described means having successfu lly completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.

B. Field Quality-Control Tests: Inspections that are performed on-site for installation of the Work and for completed Work.

C. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub -subcontractor, to perform a particular cons truction operation, including installation, erection, application, assembly, and similar operations.

1. Use of trade-specific terminology in referring to a trade or entity does not require that certain construction activities be performed by accredited or uni onized individuals, or that requirements specified apply exclusively to specific trade(s).

D. Source Quality-Control Tests: Tests and inspections that are performed at the source; for example, plant, mill, factory, or shop.

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E. Testing Agency: An entity engaged to perform specific tests, inspections, or both.

Testing laboratory shall mean the same as testing agency.

F. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

G. Quality-Control Services: Tests, inspections , procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Contractor's quality - control services do not include contract administ ration activities performed by Architect or Construction Manager.

1.4 CONFLICTING REQUIREMENTS
A. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements are specified and the standards or requirements establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Owner for direction before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.

1.5 ACTION SUBMITTALS
A. Delegated-Design Services Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit a statement signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certi fied by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.

1.6 INFORMATIONAL SUBMITTALS
A. Contractor's Quality -Control Plan: For quality -assurance and quality -control activities and responsibilities.

B. Qualification Data: For Contractor's quality-control personnel.

C. Reports: Prepare and submit certified written reports and documents as specified.

D. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, City of Sacramento EV BLUEPRINT

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receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work.

1.7 CONTRACTOR'S QUALITY-CONTROL PLAN
A. Quality-Control Plan, General: Submit quality -control plan within 10 days of Notice to Proceed, and not less than five days prior to commencement of work. Submit in format acceptable to Architect. Identify personnel, procedures, controls, in structions, records, and forms to be used to carry out Contractor's quality -assurance and quality -control responsibilities. Coordinate with Contractor's Construction Schedule.

B. Quality-Control Personnel Qualifications: Engage qualified personnel trained and experienced in managing and executing quality -assurance and quality -control procedures similar in nature and extent to those required for Project.

1. Project quality-control manager may also serve as Project superintendent.

C. Submittal Procedure: Describe proc edures for ensuring compliance with requirements through review and management of submittal process. Indicate qualifications of personnel responsible for submittal review.

1.8 REPORTS AND DOCUMENTS
A. Factory-Authorized Service Representative's Reports: Prepare written information documenting manufactur er's factory -authorized service representative's tests and inspections specified in other Sections. Include the following:

1. Name, address, telephone number, and email address of factory -authorized service representative making report.

2. Statement that equipment complies with requirements.

3. Results of operational and other tests and a statement of whether observed performance complies with requirements.

4. Statement whether conditions, products, and installation will affect warranty.

5. Other required items indicated in individual Specification Sections.

1.9 QUALITY ASSURANCE
A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.

B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in -service performance, as well as sufficient production capacity to produce required units. As applicable, procure products from manufacturers able to meet qualification requirements, warranty requirements, and technical or factory -authorized service representative requirements.

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C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in -service performance, as well as sufficient production capacity to produce required units.

D. Installer Qualifications: A firm or individual experienced in installing, erecting, applying, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

E. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

F. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

1.10 QUALITY CONTROL
A. Coordination: Coordinate sequence of activities to accommodate required qua lity- assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate inspection.

1. Schedule times for inspections and similar activities.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION

3.1 TEST AND INSPECTION LOG
A. Inspection Log: Prepare a record of inspections. Including:

1. Date inspection was conducted.

2. Description of the Work inspected.

3. Date inspection results were transmitted to Architect.

4. Identification of inspector conducting inspection.

B. Maintain log at Project site. Post changes and revisions a s they occur. Provide access to test and inspection log for Architect's, and Construction Manager's reference during normal working hours.

1. Submit log at Project closeout as part of Project Record Documents.

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3.2 REPAIR AND PROTECTION
A. General: On completion of i nspection and similar services, repair damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 017300 "Execution." B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

END OF SECTION 014000

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SECTION 014200 - REFERENCES
PART 1 - GENERAL

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

1.2 DEFINITIONS
A. General: Basic Contract definitions are included in the Conditions of the Contract.

B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract.

C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed."
D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work.

F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations.

G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure, protect, clean, and similar operations at Project site.

H. "Provide": Furnish and install, complete and ready for the intended use.

I. "Project Site ": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built.

1.3 INDUSTRY STANDARDS
A. Applicability of Standards: Unle ss the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

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B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated.

C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source.

1.4 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acr onyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the U.S." B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. AABC - Associated Air Balance Council; www.aabc.com.

2. AAMA - American Architectural Manufacturers Association; www.aamanet.org.

3. AAPFCO - Association of American Plant Food Control Officials; www.aapfco.org.

4. AASHTO - American Association of State Highway and Transporta tion Officials; www.transportation.org.

5. AATCC - American Association of Textile Chemists and Colorists; www.aatcc.org.

6. ABMA - American Bearing Manufacturers Association;
www.americanbearings.org.

7. ABMA - American Boiler Manufacturers Association; www.abma.com.

8. ACI - American Concrete Institute; (Formerly: ACI International); www.concrete.org

9. ACPA - American Concrete Pipe Association; www.concrete-pipe.org.

10. AEIC - Association of Edison Illuminating Companies, Inc. (The); www.aeic.org.

11. AF&PA - American Forest & Paper Association; www.afandpa.org.

12. AGA - American Gas Association; www.aga.org.

13. AHAM - Association of Home Appliance Manufacturers; www.aham.org.

14. AHRI - Air-Conditioning, Heating, and Refrigeration Institute (The); www.ahrinet.org.

15. AI - Asphalt Institute; www.asphaltinstitute.org.

16. AIA - American Institute of Architects (The); www.aia.org.

17. AISC - American Institute of Steel Construction; www.aisc.org.

18. AISI - American Iron and Steel Institute; www.steel.org.

19. AITC - American Institute of Timber Construction; www.aitc-glulam.org.

20. AMCA - Air Movement and Control Association International, Inc.; www.amca.org.

21. ANSI - American National Standards Institute; www.ansi.org.

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22. AOSA - Association of Official Seed Analysts, Inc.; www.aosaseed.com.

23. APA - APA - The Engineered Wood Association; www.apawood.org.

24. APA - Architectural Precast Association; www.archprecast.org.

25. API - American Petroleum Institute; www.api.org.

26. ARI - Air-Conditioning & Refrigeration Institute; (See AHRI).

27. ARI - American Refrigeration Institute; (See AHRI).

28. ARMA - Asphalt Roofing Manufacturers Association; www.asphaltroofing.org.

29. ASCE - American Society of Civil Engineers; www.asce.org.

30. ASCE/SEI - American Society of Civil Engineers/Structural Engineering Institute; (See ASCE).

31. ASHRAE - American Society of Heating, Refrigerating and Air -Conditioning Engineers; www.ashrae.org.

32. ASME - ASME International; (American Society of Mechanical Engineers); www.asme.org.

33. ASSE - American Society of Safety Engineers (The); www.asse.org.

34. ASSE - American Society of Sanitary Engineering; www.asse-plumbing.org.

35. ASTM - ASTM International; www.astm.org.

36. ATIS - Alliance for Telecommunications Industry Solutions; www.atis.org.

37. AWEA - American Wind Energy Association; www.awea.org.

38. AWI - Architectural Woodwork Institute; www.awinet.org.

39. AWMAC - Architectural Woodwork Manufacturers Association of Canada; www.awmac.com.

40. AWPA - American Wood Protection Association; www.awpa.com.

41. AWS - American Welding Society; www.aws.org.

42. AWWA - American Water Works Association; www.awwa.org.

43. BHMA - Builders Hardware Manufacturers Association; www.buildershardware.com.

44. BIA - Brick Industry Association (The); www.gobrick.com.

45. BICSI - BICSI, Inc.; www.bicsi.org.

46. BIFMA - BIFMA International; (Business and Institutional Furniture Manufacturer's Association); www.bifma.org.

47. BISSC - Baking Industry Sanitation Standards Committee; www.bissc.org.

48. CDA - Copper Development Association; www.copper.org.

49. CE - Conformite Europeenne; http://ec.europa.eu/growth/single-market/ce- marking/

50. CEA - Canadian Electricity Association; www.electricity.ca.

51. CEA - Consumer Electronics Association; www.ce.org.

52. CFFA - Chemical Fabrics and Film Association, Inc.; www.chemicalfabricsandfilm.com.

53. CFSEI - Cold-Formed Steel Engineers Institute; www.cfsei.org.

54. CGA - Compressed Gas Association; www.cganet.com.

55. CIMA - Cellulose Insulation Manufacturers Association; www.cellulose.org.

56. CISCA - Ceilings & Interior Systems Construction Association; www.cisca.org.

57. CISPI - Cast Iron Soil Pipe Institute; www.cispi.org.

58. CLFMI - Chain Link Fence Manufacturers Institute; www.chainlinkinfo.org.

59. CPA - Composite Panel Association; www.pbmdf.com.

60. CRI - Carpet and Rug Institute (The); www.carpet-rug.org.

61. CRRC - Cool Roof Rating Council; www.coolroofs.org.

62. CRSI - Concrete Reinforcing Steel Institute; www.crsi.org.

63. CSA - CSA Group; www.csa.ca.

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64. CSA - CSA International; (Formerly: IAS - International Approval Services); www.csa-international.org.

65. CSI - Construction Specifications Institute (The); www.csinet.org.

66. CSSB - Cedar Shake & Shingle Bureau; www.cedarbureau.org.

67. CTI - Cooling Technology Institute; (Formerly: Cooling Tower Institute); www.cti.org.

68. CWC - Composite Wood Council; (See CPA).

69. DASMA - Door and Access Systems Manufacturers Association; www.dasma.com.

70. DHI - Door and Hardware Institute; www.dhi.org.

71. ECA - Electronic Components Association; (See ECIA).

72. ECAMA - Electronic Components Assemblies & Materials Association; (See ECIA).

73. ECIA - Electronic Components Industry Association; www.eciaonline.org.

74. EIA - Electronic Industries Alliance; (See TIA).

75. EIMA - EIFS Industry Members Association; www.eima.com.

76. EJMA - Expansion Joint Manufacturers Association, Inc.; www.ejma.org.

77. ESD - ESD Association; (Electrostatic Discharge Association); www.esda.org .

78. ESTA - Entertainment Services and Technology Association; (See PLASA).

79. ETL - Intertek (See Intertek); www.intertek.com.

80. EVO - Efficiency Valuation Organization; www.evo-world.org.

81. FCI - Fluid Controls Institute; www.fluidcontrolsinstitute.org.

82. FM Approvals - FM Approvals LLC; www.fmglobal.com.

83. FM Global - FM Global; (Formerly: FMG - FM Global); www.fmglobal.com.

84. FSA - Fluid Sealing Association; www.fluidsealing.com.

85. FSC - Forest Stewardship Council U.S.; www.fscus.org.

86. GA - Gypsum Association; www.gypsum.org.

87. GANA - Glass Association of North America; www.glasswebsite.com.

88. GS - Green Seal; www.greenseal.org.

89. HI - Hydraulic Institute; www.pumps.org.

90. HI/GAMA - Hydronics Institute/Gas Appliance Manufacturers Associ ation; (See AHRI).

91. HMMA - Hollow Metal Manufacturers Association; (See NAAMM).

92. HPVA - Hardwood Plywood & Veneer Association; www.hpva.org.

93. HPW - H. P. White Laboratory, Inc.; www.hpwhite.com.

94. IAPSC- International Association of Professional Security Consultants; www.iapsc.org.

95. IAS - International Accreditation Service; www.iasonline.org.

96. IAS - International Approval Services; (See CSA).

97. ICBO - International Conference of Building Officials; (See ICC).

98. ICC - International Code Council; www.iccsafe.org.

99. ICEA - Insulated Cable Engineers Association, Inc.; www.icea.net. 100. ICPA - International Cast Polymer Alliance; www.icpa-hq.org. 101. ICRI - International Concrete Repair Institute, Inc.; www.icri.org. 102. IEC - International Electrotechnical Commission; www.iec.ch. 103. IEEE - Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.org. 104. IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering Society of North America); www.ies.org.
105. IESNA - Illuminating Engineering Society of North America; (See IES). 106. IEST - Institute of Environmental Sciences and Technology; www.iest.org. 107. IGMA - Insulating Glass Manufacturers Alliance; www.igmaonline.org.

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108. IGSHPA - International Ground Source Heat Pump Association; www.igshpa.okstate.edu.
109. ILI - Indiana Limestone Institute of America, Inc.; www.iliai.com. 110. Intertek - Intertek Group; (Formerly: ETL SEMCO; Intertek Testing Service NA); www.intertek.com.
111. ISA - International Society of Automation (The); (Formerly: Instrumentation, Systems, and Automation Society); www.isa.org.
112. ISAS - Instrumentation, Systems, and Automation Society (The); (See ISA). 113. ISFA - International Su rface Fabricators Association; (Formerly: International Solid Surface Fabricators Association); www.isfanow.org. 114. ISO - International Organization for Standardization; www.iso.org. 115. ISSFA - International Solid Surface Fabricators Association; (See ISFA). 116. ITU - International Telecommunication Union; www.itu.int/home. 117. KCMA - Kitchen Cabinet Manufacturers Association; www.kcma.org. 118. LMA - Laminating Materials Association; (See CPA). 119. LPI - Lightning Protection Institute; www.lightning.org. 120. MBMA - Metal Building Manufacturers Association; www.mbma.com. 121. MCA - Metal Construction Association; www.metalconstruction.org. 122. MFMA - Maple Flooring Manufacturers Association, Inc.; www.maplefloor.org. 123. MFMA - Metal Framing Manufacturers Association, Inc.; www.metalframingmfg.org.
124. MHIA - Material Handling Industry of America; www.mhia.org. 125. MIA - Marble Institute of America; www.marble-institute.com. 126. MMPA - Moulding & Millwork Producers Association; www.wmmpa.com. 127. MPI - Master Painters Institute; www.paintinfo.com. 128. MSS - Manufacturers Standardization Society of The Valve and Fittings Industry Inc.; www.mss-hq.org.
129. NAAMM - National Association of Architectural Metal Manufacturers; www.naamm.org.
130. NACE - NACE International; (National Association of Corrosion Engineers International); www.nace.org.
131. NADCA - National Air Duct Cleaners Association; www.nadca.com. 132. NAIMA - North American Insulation Manufacturers Association; www.naima.org. 133. NBGQA - National Building Granite Quarries Association, Inc.; www.nbgqa.com. 134. NBI - New Buildings Institute; www.newbuildings.org. 135. NCAA - National Collegiate Athletic Association (The); www.ncaa.org. 136. NCMA - National Concrete Masonry Association; www.ncma.org. 137. NEBB - National Environmental Balancing Bureau; www.nebb.org. 138. NECA - National Electrical Contractors Association; www.necanet.org. 139. NeLMA - Northeastern Lumber Manufacturers Association; www.nelma.org. 140. NEMA - National Electrical Manufacturers Association; www.nema.org. 141. NETA - InterNational Electrical Testing Association; www.netaworld.org. 142. NFPA - National Fire Protection Association; www.nfpa.org. 143. NFPA - NFPA International; (See NFPA).
144. NFRC - National Fenestration Rating Council; www.nfrc.org. 145. NHLA - National Hardwood Lumber Association; www.nhla.com. 146. NLGA - National Lumber Grades Authority; www.nlga.org. 147. NOFMA - National Oak Flooring Manufacturers Association; (See NWFA). 148. NOMMA - National Ornamental & Miscellaneous Metals Association; www.nomma.org.
149. NRCA - National Roofing Contractors Association; www.nrca.net.

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150. NRMCA - National Ready Mixed Concrete Association; www.nrmca.org. 151. NSF - NSF International; www.nsf.org.
152. NSPE - National Society of Professional Engineers; www.nspe.org. 153. NSSGA - National Stone, Sand & Gravel Association; www.nssga.org. 154. NTMA - National Terrazzo & Mosaic Association, Inc. (The); www.ntma.com. 155. NWFA - National Wood Flooring Association; www.nwfa.org. 156. PCI - Precast/Prestressed Concrete Institute; www.pci.org. 157. PDI - Plumbing & Drainage Institute; www.pdionline.org. 158. PLASA - PLASA; (Formerly: ESTA - Entertainment Services and Technology Association); http://www.plasa.org.
159. RCSC - Research Council on Structural Connections; www.boltcouncil.org. 160. RFCI - Resilient Floor Covering Institute; www.rfci.com. 161. RIS - Redwood Inspection Service; www.redwoodinspection.com. 162. SAE - SAE International; www.sae.org.
163. SCTE - Society of Cable Telecommunications Engineers; www.scte.org. 164. SDI - Steel Deck Institute; www.sdi.org.
165. SDI - Steel Door Institute; www.steeldoor.org.
166. SEFA - Scientific Equipment and Furniture Association (The); www.sefalabs.com.
167. SEI/ASCE - Structural Engineering Institute/American Society of Civil Engineers; (See ASCE).
168. SIA - Security Industry Association; www.siaonline.org. 169. SJI - Steel Joist Institute; www.steeljoist.org.
170. SMA - Screen Manufacturers Association; www.smainfo.org. 171. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association; www.smacna.org.
172. SPFA - Spray Polyurethane Foam Alliance; www.sprayfoam.org. 173. SPIB - Southern Pine Inspection Bureau; www.spib.org. 174. SPRI - Single Ply Roofing Industry; www.spri.org.
175. SRCC - Solar Rating & Certification Corporation; www.solar-rating.org. 176. SSINA - Specialty Steel Industry of North America; www.ssina.com. 177. SSPC - SSPC: The Society for Protective Coatings; www.sspc.org. 178. STI - Steel Tank Institute; www.steeltank.com.
179. SWI - Steel Window Institute; www.steelwindows.com. 180. SWPA - Submersible Wastewater Pump Association; www.swpa.org. 181. TCA - Tilt-Up Concrete Association; www.tilt-up.org. 182. TCNA - Tile Council of North America, Inc.; www.tileusa.com. 183. TEMA - Tubular Exchanger Manufacturers Association, Inc.; www.tema.org. 184. TIA - Telecommunications Industry Association (The); (Formerly: TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance); www.tiaonline.org.
185. TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance; (See TIA).
186. TMS - The Masonry Society; www.masonrysociety.org. 187. TPI - Truss Plate Institute; www.tpinst.org.
188. TPI - Turfgrass Producers International; www.turfgrasssod.org. 189. TRI - Tile Roofing Institute; www.tileroofing.org. 190. UL - Underwriters Laboratories Inc.; http://www.ul.com. 191. UNI - Uni-Bell PVC Pipe Association; www.uni-bell.org. 192. USGBC - U.S. Green Building Council; www.usgbc.org. 193. USITT - United States Institute for Theatre Technology, Inc.; www.usitt.org.

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194. WA - Wallcoverings Association; www.wallcoverings.org 195. WASTEC - Waste Equipment Technology Association; www.wastec.org. 196. WCLIB - West Coast Lumber Inspection Bureau; www.wclib.org. 197. WCMA - Window Covering Manufacturers Association; www.wcmanet.org. 198. WDMA - Window & Door Manufacturers Association; www.wdma.com. 199. WI - Woodwork Institute; www.wicnet.org.
200. WSRCA - Western States Roofing Contractors Association; www.wsrca.com. 201. WWPA - Western Wood Products Association; www.wwpa.org.

C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is believed to be accurate as of the date of t he Contract Documents.

1. IAPMO - International Association of Plumbing and Mechanical Officials; www.iapmo.org.

2. ICC - International Code Council; www.iccsafe.org.

3. ICC-ES - ICC Evaluation Service, LLC; www.icc-es.org.

D. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Information is subject to change and is up to d ate as of the date of the Contract Documents.

1. COE - Army Corps of Engineers; www.usace.army.mil.

2. CPSC - Consumer Product Safety Commission; www.cpsc.gov.

3. DOC - Department of Commerce; National Institute of Standards and Technology; www.nist.gov.

4. DOD - Department of Defense; www.quicksearch.dla.mil.

5. DOE - Department of Energy; www.energy.gov.

6. EPA - Environmental Protection Agency; www.epa.gov.

7. FAA - Federal Aviation Administration; www.faa.gov.

8. FG - Federal Government Publications; www.gpo.gov/fdsys.

9. GSA - General Services Administration; www.gsa.gov.

10. HUD - Department of Housing and Urban Development; www.hud.gov.

11. LBL - Lawrence Berkeley National Laboratory; Environmental Energy Technologies Division; www.eetd.lbl.gov.

12. OSHA - Occupational Safety & Health Administration; www.osha.gov.

13. SD - Department of State; www.state.gov.

14. TRB - Transportation Research Board; National Cooperative Highway Research Program; The National Academies; www.trb.org.

15. USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity Laboratory; www.ars.usda.gov.

16. USDA - Department of Agriculture; Rural Utilities Service; www.usda.gov.

17. USDOJ - Department of Justice; Office of Justice Programs; National Institute of Justice; www.ojp.usdoj.gov.

18. USP - U.S. Pharmacopeial Convention; www.usp.org.

19. USPS - United States Postal Service; www.usps.com.

E. Standards and Regulations: W here abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of EV BLUEPRINT City of Sacramento

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the standards and regulations in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. CFR - Code of Federal Regulations; Available from Gover nment Printing Office; www.gpo.gov/fdsys.

2. DOD - Department of Defense; Military Specifications and Standards; Available from DLA Document Services; www.quicksearch.dla.mil.

3. DSCC - Defense Supply Center Columbus; (See FS).

4. FED-STD - Federal Standard; (See FS).

5. FS - Federal Specification; Available from DLA Document Services; www.quicksearch.dla.mil.
a. Available from Defense Standardization Program; www.dsp.dla.mil. b. Available from General Services Administration; www.gsa.gov. c. Available from National Institute of Building Sciences/Whole Building Design Guide; www.wbdg.org/ccb.

6. MILSPEC - Military Specification and Standards; (See DOD).

7. USAB - United States Access Board; www.access-board.gov.

8. USATBCB - U.S. Architectural & Transportation Barriers Compliance Board; (See USAB).

F. State Government Agencies: Where abbreviations and acrony ms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. CBHF; State of California; Department of Consumer Affairs; Bureau of Electronic and Appliance Repair, Home Furnishings and Thermal Insulation; www.bearhfti.ca.gov.

2. CCR; California Code of Regulations; Office of Administrative Law; California Title 24 Energy Code; www.calregs.com.

3. CDHS; California Department of Health Services; (See CDPH).

4. CDPH; Calif ornia Department of Public Health; Indoor Air Quality Program; www.cal-iaq.org.

5. CPUC; California Public Utilities Commission; www.cpuc.ca.gov.

6. SMAQMD; S acramento Metro Air Qual ity Management District; www.airquality.org.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 014200

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SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities.

B. Related Requirements:

1. Section 011000 "Summary" for work restrictions and limitations on utility interruptions.

1.3 USE CHARGES
A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum . Allow other entities engaged in the Project to use temporary services and facilities without cost, including, but not limited to City Staff, testing agencies, and authorities having jurisdiction.

B. Water: Should an available source not be within the area, Contractor will provide the necessary water to perform the work on-site.

C. Electric Power Service: Owner will pay electric-power-service use charges for service to the site. Contractor will provide tem porary electricity used by all entities for construction operations, including generators, temporary power, etc.

D. Water from Existing System: Water from Owner's existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations.

1.4 INFORMATIONAL SUBMITTALS
A. Site Utilization Plan: Show temporary facilities, temporary utility lines and connections, staging areas, construction site entrances, vehicle circulation, and parking areas for construction personnel.

B. Implementation and Termination Schedule: Within 10 days of date established for commencement of the Work, submit schedule indicating implementation and termination dates of each temporary utility (if applicable).

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C. Project Identification and Temporary Signs: Show fabrication and installation details, including plans, elevations, details, layouts, typestyles, graphic elements, and message content.

D. Contractor i s responsible for all Stormwater Prev ention and P ollution Plan (SWPPP) implementation. Contractor shall submit and report all requirements for SWPPP to local government enforcing agencies.

E. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire -prevention program.

F. Moisture- and Mold-Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage and mold.

G. Dust Control Plan: Submit coordination drawing and narrative that indicates the dust control measures proposed for use, proposed locations, and proposed time frame for their operation.

Include the following:

1. Locations of dust-control partitions at each phase of work.

2. Waste-handling procedures.

3. Other dust-control measures.

1.5 QUALITY ASSURANCE
A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.

B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. If required, Contractor to obtain required certifications and permits for temporary utilities.

C. Accessible Temporary Egress: Comply with applicable provisions in the CBC Chapter 11 -B, the United States Access Board's ADA -ABA Accessibility Guideline s and ICC/ANSI A117.1. When impacting the public accessible route, provide signage to re -route sidewalk and ADA accessibility to the closest available crossing or access aisle.

1.6 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.

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PART 2 - PRODUCTS

2.1 MATERIALS
A. Temporary Chain-Link Fencing: Minimum 6 feet high with galvanized -steel pipe posts; minimum 2 inch- OD line posts and 2 inch- OD corner and pull posts, with minimum 2-inch OD top and bottom rails. Provide concrete or galvanized-steel bases for supporting posts.

1. Locks: Lock all tempora ry fencing each n ight and provide a Knox Padlock to allow access by Fire or Emergency Personnel in case of emergency.

B. Fencing Windscreen Privacy Screen: Polyester fabric scrim with grommets for attachment to chain link fence, sized to height of fence, in standard color.

2.2 TEMPORARY FACILITIES
A. Storage and Fabrication Sheds: If required, p rovide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations.

2.3 EQUIPMENT
A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.

1. Locate facilities to limit site disturbance as specified in Section 011000 "Summary." B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3.2 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services and SMUD cutover.

B. Water Service: Connect to Owner's existing water service facilities. Clean and maintain water service facilities in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use.

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C. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

1. Toilets: Use of Owner's existing toilet facilities will not be permitted.

D. Isolation of Work Areas from Adjacent Occupied Facilities: Prevent dust, fumes, and odors from entering occupied areas.

1. Perform daily construction cleanup and final cleanup using approved equipment.

E. Electric Power Service: Connect to Owner's existing electric power service. Maintain equipment in a condition acceptable to Owner.

F. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations.

1. Use generators or temporary power as-needed for Contractor’s operations.

G. Temporary Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.

1. Install and operate temporary lighting that fulfills security and protection requirements.

H. Emergency Phone Numbers.

1. Post a list of important telephone numbers.
a. Police and fire departments.
b. Ambulance service.
c. Contractor's office.
d. Contractor's emergency after-hours telephone number. e. Project Manager's cellphone.
f. Construction Manager's cellphone.
g. Owner's office.
h. Principal subcontractors' field and offices.

3.3 SUPPORT FACILITIES INSTALLATION
A. Construction Access : Construct and maintain construction access areas adequate for construction operations. Locate construction entrance and temporary parking closures within construction limits indicated on Drawings.

1. Provide dust-control treatment that is nonpolluting and non - tracking. Reapply treatment as required to minimize dust.

B. Traffic Controls: Comply with requirements of authorities having jurisdiction.

1. Protect existing site improvements to remain including curbs, pavement, and utilities.

2. Maintain access for fire-fighting equipment and access to fire hydrants. a. Note: Knox padlock required for all temporary fencing enclosures.

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C. Parking: Use designated areas of Owner's existing parking areas for construction personnel.

D. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction.

Maintain Project site, excavations, and construction free of water.

1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities.

E. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.

1. Identification Signs: Provide Project identification signs as indicated on Drawings.

2. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project.
a. Provide temporary, directional signs for construction personnel and visitors.

3. Maintain and touch up signs so they are legible at all times.

F. Waste Disposal Facilities: Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal."
G. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction.

Comply with progress cleaning requirements in Section 017300 "Execution."

3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities.

1. Where access to adjacent properties is required in order to affect protection of existing facilities, obtain written permission from adjacent property owner to access property for that purpose.

B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

1. Comply with work restrictions specified in Section 011000 "Summary." C. Temporary Erosion and Sedimentation Control: Comply with requirements of authorities having jurisdiction.

D. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil -bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to requirements of the authority having jurisdiction.

1. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross tree- or plant-protection zones.

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2. Inspect, repair, and maintain erosion - and sedimentation -control measures during construction until permanent vegetation has been established.

3. Clean, repair, and restore adjoining properties and roads affected by erosion and sedimentation from Project site during the course of Project.

4. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal.

E. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains.

F. Tree and Plant Protection: Comply with requirements specified in Section 015639 "Temporary Tree and Plant Protection."
G. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from construction operations. Protect tree root systems from damage, flooding, and erosion. Do not cut tree roots larger than 2 inch diameter without first contacting the City Arborist.

H. Pest Control: Engage pest -control service to recommend practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial Completion. Perform control operations lawfully, using materials approved by authorities having jurisdiction.

I. Site Enclosure Fence: Prior to commencing earthwork, furnish and install site enclosure fence in a manner that will prevent people from easily entering site except by entrance gates.

1. Extent of Fence: As required to enclose a portion of the Site determined sufficient to accommodate construction operations.

2. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Furnish one set of keys to Owner.

3. Contractor to provide a K nox padlock at each construction entr ance with “Sacramento City Fire Department- Mutual Aid” keyway.

J. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each workday.

K. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction.

L. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.

M. Temporary Fire Protection: Install and maintain fire-protection to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage fire -prevention program.

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1. Prohibit smoking in construction areas. Comply with additional limits on smoking specified in other Sections.

2. Supervise welding operations, combustion -type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction.

3. Develop and supervise an overall fire -prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information.

4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning sign stating that hoses are for fire -protection purposes only and are not to be removed.

Match hose size with outlet size and equip with suitable nozzles.

3.5 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.

B. Maintenance: Maintain facilities in good operating condition until removal.

1. Maintain operation of temporary enclosures and similar facilities on a 24 -hour basis where required to achieve indicated results and to avoid possibility of damage.

C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion.

D. Termination and Removal: Remove each temporary facility when need ed for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.

1. Materials and facilities that constitute temporary facilities are property of Contractor.

Owner reserves right to take possession of Project Identification signs.

2. Remove any paved areas not intended for or acceptable for integration into permanent construction. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction.

3. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures."
END OF SECTION 01 50 00
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TEMPORARY TREE AND PLANT PROTECTION 015639 - 1
SECTION 015639 - TEMPORARY TREE AND PLANT PROTECTION
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Identification, protection, and maintenance of existing vegetation within protected areas.

2. Newly planted landscape areas will need to be protected from adjacent construction.

3. Clearing operations around protected vegetation.

4. Protective fencing layout, erection, maintenance , where warranted and directed by the City Representative.

5. Requirement for a Tree Protection Fencing Plan.

6. Replacement and restoration of plants and vegetation damaged in the course of the Work.

1.2 RELATED SECTIONS
A. Related Requirements:

1. Section 013300 – “Submittal Procedures”

1.3 DEFINITIONS
A. Protected Area: An area within the protective fence line as indicated on the Plans, or an area designated as such by the City Representative.

1.4 PERFORMANCE REQUIREMENTS:

A. Identify, protect, and maintain existing vegetation within protected areas as indicated on the Plans from the Notice-To-Proceed through Final Acceptance. Additionally, newly planted landscape areas will need to be protected from adjacent construction.

B. No living tree on City property may be removed or relocated without the written approval of the City Ar borist. Limited grading may be allowed in the root zones of existing trees. Submit Grading plans to City Representative for review and approval.

C. Complete the installation of protective fencing prior to starting any other work in the vicinity of protected vegetation.

D. Do not perform any work within the areas identified as tree protection area(s).

E. Do not store Materials within the protected area(s).

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F. Within the protected area(s), do not permit vehicle parking, foot traffic, or other activity not approved in writing by the City Representative.

G. Provide labor and new and undamaged Materials that constitute “Best Practice” to meet the letter and intent of the Contract.

1.5 SUBMITTALS
A. Submit the following information in accordance with the requirements of Section 013300, Submittal Procedures, except as modified herein.

1. Tree Protection Fencing Plan.

2. List of Pesticide, Fungicide, and Anti -Desiccant Materials, application methods, and documents indicating owner approval.

3. Watering schedule for protected plant material if existing irrigation system is interrupted.

1.6 QUALITY ASSURANCE
A. Notify the City Representative immediately of Work Site conditions that may constitute a hazard to the public, workers, site improvements, or to the retained vegetation.

B. Notify the City Repre sentative immediately and stop wo rk for review if any tree roots are en countered within the d emolition zone and stop work if any roots exceed 2 ” diameter. Any root cutting or demolition which damages or proposes to cut tree roots should be paused for further direction from City Representative prior to proceeding with the work.

1.7 WARRANTY
A. Provide a 1-year unconditional warranty for all plants that are repaired or replaced.

B. Provide a 90 Day workmanship and materials warranty to allow plant establishment.

C. Any vegetation, including trees and shrubs, damaged or destroyed shall be replaced or mitigated by the contractor with like species or another species approved by the City Representative and/or Cit y Arborist . Tree mitigation shall occur on site whenever possible or elsewhere on site if necessary due to space considerations. Mitigation trees shall be Nursery Grade and shall be a minimum of 15 Gallon size. Values shall be set in accordance with the International Society of Arboriculture's guide to plant appraisal, replacement cost method.

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PART 2 - PRODUCTS

2.1 MATERIALS
A. Burlap: Untreated burlap fabric.

B. Mesh Fence Fabric:

1. Height: Four feet.

2. Type: Orange mesh fence fabric Material entirely of the same type.

3. Material: Orange Barrier Fencing or approved equivalent.

4. Provide mesh that is clean, new, and unblemished.

C. Metal Fence Posts.

1. Length: Six feet.

2. Type: Domestic TEE stud with metal flange at the bottom or approved equivalent.

3. Material: Painted lightweight (.98 pounds per foot) steel post.

4. Ties: Galvanized steel wire, 16 gauge.

D. Heavy Duty Protective Fencing: The City Representative may require the substitution of more substantial fencing at select locations in accordance with Article 3.05.

1. Fencing type will be determined by the City Representative.

2. Heavy duty protective fencing type may include, but is not limited to, temporary chain link fence, six feet high with precast concrete base.

E. Water: Provide water free of harmful contaminants.

F. Pesticide, Fungicide, and Anti-Desiccant: Provide materials approved by the governing regulatory agencies that are suitable for the identified needs.

1. Submit a list of the materials, application methods, and documents indicating owner approval.

G. Topsoil: Provide imported topsoil for backfill around plants as needed.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Conduct on-site inspections of plants and vegetation with the City Representative prior to the start of construction and identify and inventory plants and vegetation to be retained.

1. Field measure and stake project improvements as needed to establish the location of protective fencing.

2. Prepare and submit a Tree Protection Fencing Plan indicating the locations, extent, and perimeters of the trees and other vegetation to be protected as shown on the Plans and determined by the on-site inspections.

3. Tree barricade construction shall be completed before any other site preparation or vehicle entry, other than perimeter fence construction. After completion of tree barricade construction and prior to any additional site preparation, the City City of Sacramento EV BLUEPRINT

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Representative shall inspect the tree barricades for compliance with the approved plan.

B. Clear and remove existing vegetation as required to install preliminary location stakes and install posts and fence.

1. Provide clearing and removal as required to install posts and fence.

2. Keep clearing operations to the minimum needed for fence installation.

3. Do not clear materials from within the area protected by the fence.

4. Perform cleaning in a manner and to an extent approved by the Resident Engineer.

5. Gather and dispose of trimmings off site in conformance with local authorities' regulations.

3.2 PROTECTIVE FENCING LAYOUT
A. In areas where the protective fencing will be located at a fixed distance from proposed Project improvements, field survey and stake improvement sites prior to the area tour with the City Project Manager.

3.3 CLEARING
A. In order to protect existing vegetation that has been indicated in the Plans to remain, layout the location of protective fencing. Additionally, newly planted landscape areas will need to be protected from adjacent construction.

1. Field measure and stake locations of project improvements as needed to establish locations of protective fencing.

2. Prior to installation of the tree protection fencing, lay out the proposed fencing location(s) as shown on the approved Tree Protection Fencing Plan. Submit drawings with paint and/or stakes and string for review by the City Representative. Make adjustments to the fence location (s) and alignment(s) as directed. Locate facilities to limit site disturbance.

3.4 ERECTION OF PROTECTIVE FENCING
A. Install and maintain protective fencing and related materials.

1. Install fencing immediately after receiving the City Representative's approval and before starting other construction activities.

2. Provide additional plastic fabric fencing as directed by the City Representative, whether or not shown on the plans.

3. Replace damaged or non-compliant fencing as required.

B. Metal Fence Post Installation:

1. Install metal fence posts plumb and evenly spaced at eight feet from center, maximum.

2. Insert the fence posts 18 to 24 inches into the ground maintaining adjacent post heights within four inches.

C. Mesh Fence Fabric Installation:

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1. Stretch orange mesh fencing tight between posts.

2. Provide fabric in long continuous sections that are a minimum of 50 feet in length.

3. Fasten fabric firmly to the metal posts two inches below the top of the post, at the mid-point, and three inches above finish grade with specified ties.

3.5 HEAVY DUTY PROTECTIVE FENCING
A. Terminate lengths of mesh at fence posts, providing a minimum of 12 inches of full height overlap. The Owner reserves the right to require the Contractor to provide more substantial "heavy duty" protective fencing when, in the City Representatives' opinion, the vegetation is damaged or endangered by the Contractor's or Subcontractor's actions, or failure to take measures to protect the subject vegetation.

1. Provide more substantial "heavy duty" fencing of any type and at locations as determined by the City Representative.

2. Provide the more substantial "heavy duty" fencing required by the City Representative at no additional expense to the Owner.

B. General: Comply with the following:

3.6 PROTECTIVE FENCING MAINTENANCE
A. Maintain tree protection fencing upright and in good condition throughout the Project until Final Acceptance.

1. Remove and replace torn, deformed, or otherwise blemished mesh with sections of the minimum specified length.

2. Repair or replace damaged fencing immediately after the damage occurs.

Remove fencing and related materials as directed during the Final Acceptance process at the end of the Contract.

3.7 EXCAVATION AROUND TREES AND SHRUBS
A. Excavate protected areas around trees and shrubs only where indicated.

1. When work that may impact protected plants occurs, plan the work to assure minimal disturbance to the plants, follow good horticultural practices, and direct pruning and wound treatment in accordance with this Section.

2. Perform demolition and construction activities within protected areas in a manner that minimizes damage to tree roots and branches.

3. Use hand tools where necessary.

4. Make minimal use of construction equipment within the protected area(s). a. Use such equipment within the protected area only when approved by the City Representative.
b. Notify the City Representative 72 hours prior to use of equipment within the protected area(s).
c. Provide bridging materials such as protective planking in protected areas where construction equipment operates. Consider boring under protected areas, instead of open trenching, when installing utilities.

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3.8 ROOT SYSTEM PROTECTION
A. Protect root systems from damage due to noxious materials in solution from run -off or spillage during storage or construction.

B. Protect root systems from flooding or soil erosion.

C. Provide a minimum of two layers of untreated burlap as a covering over exposed root face areas. Do not disturb or excavate protected root zone areas unless specifically authorized to do so by the CITY Representative.

1. Where trenching for utilities is required within protected areas, excavate under or over roots by hand digging.

2. If large roots are encountered, or if a condition potentially fatal to the plant is observed, notify the City Representative prior to continuing or commencing work.

3. Do not cut main lateral roots or taproots, those 2 -1/2 inches in diameter or greater; however, smaller roots that interfere with the installation of new work may be cut.
a. Cut roots with sharp pruning instruments and do not break or chop roots. b. Excavate root systems by hand in areas where new construction is required within protected areas. Use a narrow -tine spading fork to expose roots.

4. Cut exposed roots back from the new construction. Do not permit exposed roots to dry out before permanent backfill is placed.
a. Provide temporary earth cover or pack the roots with peat moss and wrap them with burlap.
b. Water and maintain roots in a moist condition and temporarily support and protect them from damage until they are permanently relocated and covered with backfill.

D. Provide imported topsoil backfill to cover exposed roots in soil cuts.

E. Do not overload root zones by placing backfill above the existing grade.

3.9 REPAIR AND REPLACEMENT OF DAMAGED PLANTS
A. Restore all landscape areas and other surface improvements that were to remain, but that have been damaged by Contractor actions or omissions. These landscape areas include any and all areas that are indicated as to remain intact whether in ROW or on private property regardless of protective fencing designation.

1. Remove and replace damaged plants as directed by the City Representative.

2. Restore landscape areas as nearly as possible to the original condition.

3. Remove and replace plants that were identified to be retained, but that were damaged during the course of the Work.

4. Perform removal and replacement of the plant at no additional cost to the owner.

Bear all costs of consultants, administrative costs, coordination, permits and other fees associated with the removal, replacement, or repair of existing plants resulting from damage due to insufficient or improper protection.

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3.10 MAINTENANCE OF VEGETATION.

A. Care for and maintain existing vegetation indicated on the Plans through Final Acceptance.

1. Provide water and labor as needed for plant health, growth, and for washing down soiled foliage.

2. Provide fertilizer, deep root fertilization, pesticides, anti -desiccants, and other materials, plus labor as needed to maintain the existing plants in a healthy and growing condition.

B. Where damage to vegetation has occurred, prune plants in accordance with National Arborist Association standards to remove branches from the work area(s), and where needed to maintain the health of the plant.

C. Provide clean up of the ground area(s) under retained plants as directed by the City Representative.

D. Wash off foliage that becomes soiled, or as directed.

E. Provide plant maintenance for the duration of the Contract, until Final Acceptance.

F. Remove materials that fall or flow into protected areas.

1. Provide protective barriers as needed or directed.

2. Remove material in a manner that yields minimal impact and is approved by the City Representative.

G. All protected plant material shall be warranted for one (1) year to remain in healthy condition.

3.11 REMOVAL AND DISPOSAL OF DEAD AND DAMAGED PLANTS
A. Remove dead and damaged plants that the City Representative determines are a hazard or that are incapable of restoration.

B. Removal of trees and shrubs must include the removal of stumps and roots to the extent that no root greater than one-inch in diameter remains within five -feet of an underground structure, utility line, under footings or paved areas.

C. Remove spoils and vegetative waste and dispose of it off site in an area approved for disposal by local authorities.

END OF SECTION 015639

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SECTION 016000 - PRODUCT REQUIREMENTS
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' st andard warranties on products; special warranties; and comparable products.

B. Related Requirements:

1. Section 012500 "Substitution Procedures" for requests for substitutions.

2. Section 014200 "References" for applicable industry standards for products specified.

3. Section 017700 “Closeout Procedures” for information on submittal times.

1.3 DEFINITIONS
A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" i ncludes the terms "material," "equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products.

3. Comparable Product: Product that is demonstrated and approved by Architect through submittal process to have the indicated qualities related to type, function, dimension, in -service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product.

B. Basis-of-Design Product Specification: A specification in which a single manufacturer's product is named and accompanied by the words "basis -of-design product," including make or model number or other designation. In addition to the basis-of-design product description, product attributes and characteristics may be listed to establish the significant qualities related to type, function, in- service performance and physical properties, weight, dimension, durability, visual characteristics, and other special EV BLUEPRINT City of Sacramento

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features and requirements for purposes of evaluating comparable products of additional manufacturers named in the specification.

C. Subject to Compliance with Requirements: Where the phrase "Subject to compliance with requirements" introduces a product selection procedure in an individual Specification Section, provide products qualified under the specified product procedure. In the event that a named product or product by a named manufacturer does not meet the other requirements of the specifications, select another named product or product from another named manufacturer that does meet the requirements of the specifications. Submit a comparable product request, if applicable.

1.4 ACTION SUBMITTALS
A. Comparable Product Request Submittal: Submit request for consideration of each comparable product. Identify basis -of-design product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Include data to indicate compliance with the requirements specified in "Comparable Products" Article.

2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a comparable product request. Architect will notify Contractor through Construction Manager of approval or rejection of proposed comparable product request within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.
a. Form of Architect's Approval of Submittal: As specified in Section 013300 "Submittal Procedures."
b. Use product specified if Architect does not issue a decision on use of a comparable product request within time allocated.

B. Basis-of-Design Product Specification Submittal: Comply with requirements in Section 013300 "Submittal Procedures." Show compliance with requirements.

1.5 QUALITY ASSURANCE
A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options.

1. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors.

2. If a dispute arises between contractors over concurrently selectable but incompatible products, Architect will determine which products shall be used.

B. Identification of Products: Except for required labels and operating data, do not attach or imprint manufacturer or product names or trademarks on exposed surfac es of City of Sacramento EV BLUEPRINT

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products or equipment that will be exposed to view in occupied spaces or on the exterior.

1. Labels: Locate required product labels and stamps on a concealed surface, or, where required for observation following installation, on a visually accessible surface that is not conspicuous.

2. Equipment Nameplates: Provide a permanent nameplate on each item of service-connected or power-operated equipment. Locate on a visually accessible but inconspicuous surface. Include information essential for operation, including the following:
a. Name of product and manufacturer.
b. Model and serial number.
c. Capacity.
d. Speed.
e. Ratings.

3. See individual identification sections in Divisions 15 and 16 for additional identification requirements.

1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions.

B. Delivery and Handling:

1. Schedule delivery to minimize long- term storage at Project site and to prevent overcrowding of construction spaces.

2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.

3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and protected.

C. Storage:

1. Store products to allow for inspection and measurement of quantity of units.

2. Store materials in a manner that will not endanger Project structure.

3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation.

4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment.

5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage.

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6. Protect stored products from damage and liquids from freezing.

7. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner.

1.7 PRODUCT WARRANTIES
A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents.

1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner.

2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner.

B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution.

1. Manufacturer's Standard Form: Modified to include Project -specific information and properly executed.

2. Specified Form: When specified forms are included w ith the Specifications, prepare a written document using indicated form properly executed.

3. See other Sections for specific content requirements and particular requirements for submitting special warranties.

C. Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures." PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES
A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at installation.

1. Provide products complete with accessories, trim , finish, fasteners, and other items needed for a complete installation and indicated use and effect.

2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties meeting requirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," Architect will select.

5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

B. Product Selection Procedures:

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1. Limited List of Products: Where Specifications include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered unless otherwise indicated.
a. Limited list of products may be indicated by the phrase: "Subject to compliance with requirements, provide one of the following: …"

2. Non-Limited List of Products: Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, which complies with requirements.
a. Non-limited list of products is indicated by the phrase: "Subject to compliance with requirements, available products that may be incorporated in the Work include, but are not limited to, the following: …"

3. Limited List of Manufact urers: Where Specificat ions include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered unless otherwise indicated. a. Limited list of manufacturers is indicated by the phrase: "Subject to compliance with requirements, provide products by one of the following: …"

4. Non-Limited List of Manufacturers: Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, which complies with requirements. a. Non-limited list of manufacturers is indicated by the phrase: "Subject to compliance with requirements, available manufacturers whose products may be incorporated in the Work include, but are not limited to, the following: …"

5. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on t he product named.

Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. a. For approval of products by unnamed manufacturers, comply with requirements in Section 012500 "Substitution Procedures" for substitutions for convenience.

C. Visual Matching Specification: Where Specifications require "match Architect's sample," provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches.

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1. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Section 012500 "Substitution Procedures" for proposal of product.

D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line.

2.2 COMPARABLE PRODUCTS
A. Conditions for Consideration of Comparable Products: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect may re turn requests without action, except to record noncompliance with these requirements:

1. Evidence that proposed product does not require revisions to the Contract Documents, is consistent with the Contract Documents, will produce the indicated results, and is compatible with other portions of the Work. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant product qualities include attributes such as type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other specific features and requirements.

2. Evidence that proposed product provides specified warranty.

3. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested.

4. Samples, if requested.

B. Submittal Requirements: Approval of Contractor's request for use of comparable product is not intended to satisfy other submittal requirements. Comply with specified submittal requirements.

PART 3 - EXECUTION (Not Used)
END OF SECTION 016000
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SECTION 017300 - EXECUTION
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following:

1. Construction layout.

2. Field engineering and surveying.

3. Installation of the Work.

4. Cutting and patching.

5. Coordination of Owner-installed products.

6. Progress cleaning.

7. Starting and adjusting.

8. Protection of installed construction.

B. Related Requirements:

1. Section 011000 "Summary" for limits on use of Project site.

2. Section 013300 "Submittal Procedures" for submitting surveys.

3. Section 017700 "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner -accepted deviations from indicated lines and levels, replacing defective work, and final cleaning.

1.3 DEFINITIONS
A. Cutting: Removal of in- place construction necessary to permit installation or performance of subsequent work.

B. Patching: Fitting and repair work required to restore construction to original conditions after installation of subsequent work.

1.4 PREINSTALLATION MEETINGS
A. Cutting and Patching Conference: Conduct conference at Project site.

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from cutting and patching work. Require representatives of each en tity directly concerned with cutting and patching to attend, including the following:
a. Contractor's superintendent.
b. Trade supervisor responsible for cutting operations. c. Trade supervisor(s) responsible for patching of each type of substrate. d. Mechanical and e lectrical subcontractors' supervisors, to the extent each trade is affecting by cutting and patching operations.

2. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

1.5 INFORMATIONAL SUBMITTALS
A. Qualification Data: For professional engineer.

B. Certificates: Submit certificate signed by professional engineer c ertifying that location and elevation of improvements comply with requirements.

C. Cutting and Patching Plan: Submit plan describing procedures at least 10 days prior to the time cutting and patching will be performed. Include the following information:

1. Extent: Describe reason for and extent of each occurrence of cutting and patching.

2. Changes to In-Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building appearance and other significant visual elements.

3. Products: List products to be used for patching and firms or entities that will perform patching work.

4. Dates: Indicate when cutting and patching will be performed.

5. Utilities and Mechanical and Electrical Systems: List ser vices and systems that cutting and patching procedures will disturb or affect. List services and systems that will be relocated and those that will be temporarily out of service. Indicate length of time permanent services and systems will be disrupted. a. Include description of provisions for temporary services and systems during interruption of permanent services and systems.

D. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal.

E. Certified Surveys: Submit two copies signed by land surveyor.

F. Final Property Survey: Submit 10 copies showing the Work performed and record survey data.

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1.6 QUALITY ASSURANCE
A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land-surveying services of the kind indicated.

B. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements.

1. Structural Elements: When cutting and patching structural elements, notify Architect of locations and details of cutting and await directions from Architect before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection.

2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. Operational elements include the following:
a. Primary operational systems and equipment.
b. Fire-suppression systems.
c. Plumbing piping systems.
d. Mechanical systems piping and ducts.
e. Communication systems.
f. Fire-detection and -alarm systems.
g. Electrical wiring systems.
h. Operating systems of special construction.

3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load- carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety . Other construction elements include but are not limited to the following:
a. Water, moisture, or vapor barriers.
b. Membranes and flashings.
c. Equipment supports.
d. Piping, ductwork, vessels, and equipment.
e. Noise- and vibration-control elements and systems.

4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.

C. Manufacturer's Installation Instructions: Obtain and maintain on- site manufacturer's written recommendations and instructions for installation of products and equipment.

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PART 2 - PRODUCTS

2.1 MATERIALS
A. General: Comply with requirements specified in other Sections.

1. For projects requiring compliance with sustainable design and construction practices and procedures, use products for patching that comply with sustainable design requirements.

B. In-Place Materials: Use materials for patching identical to in- place materials. For exposed surfaces, use materials that visually match in- place adjacent surfaces to the fullest extent possible.

1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Existing Conditions: The existence and location of utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work.

B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations.

1. Examine roughing- in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation.

2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed.

3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.

C. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following:

1. Description of the Work.

2. List of detrimental conditions, including substrates.

3. List of unacceptable installation tolerances.

4. Recommended corrections.

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D. Proceed with installation only after unsatisfactory conditions have been corrected.

Proceeding with the Work indicates acceptance of surfaces and conditions.

3.2 PREPARATION
A. Field Measurements: Take field measurements as required to fit the Work properly.

Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other cons truction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

B. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings.

C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect according to requirements in Section 013100 "Project Management and Coordination."

3.3 CONSTRUCTION LAYOUT
A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect and Construction Manager promptly.

B. General: Engage a professional engineer to lay out the Work using accepted surveying practices.

1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project.

2. Establish limits on use of Project site.

3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions.

4. Inform installers of lines and levels to which they must comply.

5. Check the location, level and plumb, of every major element as the Work progresses.

6. Notify Architect and Construction Manager when deviations from required lines and levels exceed allowable tolerances.

3.4 INSTALLATION
A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.

2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement.

3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.

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4. Maintain minimum headroom clearance of 96 inches in occupied spaces and 90 inches in unoccupied spaces.

B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated.

C. Install products at the time and under conditions that will ensure the best poss ible results. Maintain conditions required for product performance until Substantial Completion.

D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and placement in permanent locations.

F. Tools and Equipment: Where possible, select tools or equipment that minimize production of excessive noise levels.

G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other portions of the Work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements.

H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions.

1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect.

2. Allow for building movement, including thermal expansion and contraction.

3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

I. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connect ions together to form hairline joints.

J. Repair or remove and replace damaged, defective, or nonconforming Work.

1. Comply with Section 017700 "Closeout Procedures" for repairing or removing and replacing defective Work.

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3.5 CUTTING AND PATCHING
A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching.

Proceed with cutting and patching at the earliest feasible time, and complete without delay.

1. Cut in -place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition.

B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties.

C. Temporary Support: Provide temporary support of work to be cut.

D. Protection: Protect in- place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

E. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.

1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill.

3. Mechanical and Electrical Services: Cut off conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of conduit to prevent entrance of moisture or other foreign matter after cutting.

4. Proceed with patching after construction operations requiring cutting are complete.

F. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable.

1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation.

2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing.
a. Clean conduit, and similar features before applying paint or other finishing materials.
b. Restore damaged pipe covering to its original condition.

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G. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces.

3.6 PROGRESS CLEANING
A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.

2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F.

3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations.
a. Use containers intended for holding waste materials of type to be stored.

4. Coordinate progress cleaning for joint -use areas where Contractor and other contractors are working concurrently.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces.

E. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion.

F. Waste Disposal: Do not bury or burn waste materials on- site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements in Section 017419 "Construction Waste Management and Disposal." G. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

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H. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

I. Limiting Exposures: Supervise construction operations to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.

3.7 STARTING AND ADJUSTING
A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest.

B. Adjust equipment for proper operation. Adjust operating components for proper operation without binding.

C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

D. Manufacturer's Field Service: Comply with qualification requirements in Section 014000 "Quality Requirements."

3.8 PROTECTION OF INSTALLED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.

B. Protection of Existing Items: Provide protection and ensure that existing items to remain undisturbed by construction are maintained in condition that existed at commencement of the Work.

C. Comply with manufacturer's written instructions for temperature and relative humidity.

END OF SECTION 017300

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CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL - 017419 - 1 SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for the following:

1. Salvaging nonhazardous demolition and construction waste.

2. Recycling nonhazardous demolition and construction waste.

3. Disposing of nonhazardous demolition and construction waste.

B. Related Requirements:

1. Section 013100 “Project Management and Coordination” for information on Waste Management Conferences.

1.3 DEFINITIONS
A. Construction Waste: Building, structure, and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations.

Construction waste includes packaging.

B. Demolition Waste: Building, structure, and site improvement materials resulting from demolition operations.

C. Disposal: Removal of demolition or construction waste and subsequent salvage, sale, recycling, or deposit in landfill, incinerator acceptable to authorities having jurisdiction, or designated spoil areas on Owner’s property.

D. Recycle: Recov ery of demolition or construction waste for subsequent processing in preparation for reuse.

E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

F. Salvage and Reuse: Recovery of demolition or construction wa ste and subsequent incorporation into the Work.

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1.4 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition and construction waste becomes property o f Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition rem ain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.5 ACTION SUBMITTALS
A. Waste Management Plan: Submit plan within 7 days of date established for the Notice to Proceed. Waste Management Plan is available on the City website.

B. Waste Log: Submit the required Waste Log within 20 days after final inspection.

1.6 INFORMATIONAL SUBMITTALS
A. Waste Red uction Progress Reports: Concurrent with each Application for Payment, submit report. Use Construction and Demolition Waste Log available on the Cit y website.

B. Waste Reduction Calculations: Before request for Substantial Completion, submit calculated end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated by the Work.

C. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt.

D. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt.

E. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

F. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities lic ensed to accept them. Include manifests, weight tickets, receipts, and invoices.

1.7 QUALITY ASSURANCE
A. Waste Management Coordinator Qualifications: Experien ced firm, or individual employed and assigned by General Contractor, with a record of successful waste City of Sacramento EV BLUEPRINT

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CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL - 017419 - 3 management coordination of projects with simi lar requirements. Superintendent may serve as Waste Management Coordinator.

B. Regulatory Requirements: Comply with trans portation and disposal regulations of authorities having jurisdiction.

C. Waste Management Conference(s): Conduct conference(s) at Project site t o comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to waste management including, but not limited to, the following:

1. Review and discuss waste management plan including responsibilities of each contractor and waste management coordinator.

2. Review requirements for documenting quantities of each type of waste and its disposition.

3. Review and finalize procedures for materials sepa ration and verify availability of containers and bins needed to avoid delays.

4. Review procedures for periodic waste collection and transportation to recycling and disposal facilities.

5. Review waste management requirements for each trade.

1.8 WASTE MANAGEMENT PLAN
A. General: Develop a waste management plan according to requirements set forth by City of Sacramento Solid Waste Services . Plan shall consist of was te identification, compliant debris recycling goals, and material management plan , including accompanying Wa ste Log . Distinguish between demolition and construction waste.

Indicate quantities by weight or volume, but use same units of measure throughout waste management plan.

PART 2 - PRODUCTS

2.1 RECYCLING RECEIVERS AND PROCESSORS
A. Subject to compliance with requirements, available recycling receiv ers and processors include, but are not limited to, the following:

1. Kiefer Landfill, 127601 Kiefer Blvd. Sacramento, CA 95683.

2.2 PERFORMANCE REQUIREMENTS
A. General: Achieve end-of-Project rates for salvage/recycling of 50 percent by weight of total nonhazardou s solid waste generated by the Work. Practice efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators.

Facilitate recycling and salvage of materials.

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PART 3 - EXECUTION

3.1 PLAN IMPLEMENTATION
A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, tr ansportation, and other items as required to implement waste management plan during the entire duration of the Contract.

1. Comply with operation, termination, and removal requirements in Section 015000 "Temporary Facilities and Controls."
B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for implement ing, monitoring, and reporting status of waste management work plan.

C. Training: Train workers, subcontractors , and suppliers on proper waste management procedures, as appropriate for the Work.

1. Distribute waste management plan to everyone concerned within three days of submittal return.

2. Distribute waste management plan to entities when they first begin work on -site.

Review plan procedures and locations established for salvage, recycling, and disposal.

D. Site Access and Temporary Controls: Conduct waste manageme nt operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged and recycled.

3.2 RECYCLING CONSTRUCTION WASTE, GENERAL
A. General: Recycle paper and beverage containers used by on-site workers.

B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to Contractor.

C. Preparation of Waste: Prepare and maintain recyclable waste materials according to recycling or reuse facility requirements. Maintain materials free of dir t, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process.

D. Procedures: Process recyclable waste according to a pproved construction wa ste management plan.

1. Provide appropriately marked containers or bins for controlling recyclable waste until removed from Project site. Include list of acceptable and unacceptable materials at each container and bin.

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CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL - 017419 - 5 a. Inspect container s and bins for contamin ation and remove contaminated materials if found.

2. Stockpile processed materials on -site without intermixing with other materials.

Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

3. Stockpile materials away from cons truction area. Do not store within drip line of remaining trees.

4. Store components off the ground and protect from the weather.

5. Remove recyclable waste from Owner's property and transport to recycling receiver or processor as often as required to prevent overfilling bins.

3.3 RECYCLING DEMOLITION WASTE
A. Concrete: Remove reinforcement and other metals from concrete and sort with other metals.

1. Pulverize concrete to maximum 1-1/2-inch size.

2. Crush concrete and screen to comply with requirements in Civil Specifications Section 14 "Earthwork, Excavation, Em bankment, and Subgrade " for use as satisfactory soil for fill or subbase.

3.4 RECYCLING CONSTRUCTION WASTE
A. Packaging:

1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location.

2. Polystyrene Packaging: Separate and bag materials.

3. Pallets: As much as possible, requi re deliveries using pallets to remove pallets from Project site. For pallets that remain on -site, break down pallets into component wood pieces and comply with requirements for recycling wood.

4. Crates: Break down crates into component wood pieces and comply with requirements for recycling wood.

B. Wood Materials:

1. Clean Cut-Offs of Lumber: Grind or chip into small pieces.

2. Clean Sawdust: Bag sawdust that does not contain painted or treated wood.

C. Gypsum Board: Stack large clean pieces on wood pallets or in co ntainer and store in a dry location.

1. Clean Gypsum Board: Grind scraps of clean gypsum board using small mobile chipper or hammer mill. Screen out paper after grinding.

D. Paint: Seal containers and store by type.

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3.5 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged or recycled, remove waste materials from Project site and lega lly dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.

1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site.

2. Remove and transport debris in a manner that will pre vent spillage on adjacent surfaces and areas.

B. General: E xcept for items or materials to be salvaged or recycled, remove waste materials and legally dispose of at designated spoil areas on Owner’s property.

C. Burning: Do not burn waste materials.

END OF SECTION 017419
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SECTION 017700 - CLOSEOUT PROCEDURES
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Substantial Completion procedures.

2. Final completion procedures.

3. Warranties.

4. Final cleaning.

5. Repair of the Work.

B. Related Requirements:

1. Section 012900 "Payment Procedures" for final Application for Payment.

2. Section 017823 "Operation and M aintenance Data" for additional operation and maintenance manual requirements.

3. Section 017839 "Project Record Documen ts" for submitting Record Drawings, Record Specifications, and Record Product Data.

1.3 ACTION SUBMITTALS
A. Product Data: For each type of cleaning agent.

B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.

C. Certified List of Incomplete Items: Final submittal at final completion.

1.4 CLOSEOUT SUBMITTALS
A. Certificates of Release: From authorities having jurisdiction.

B. Certificate of Insurance: For continuing coverage.

1.5 MAINTENANCE MATERIAL SUBMITTALS
A. Schedule of Maintenance Material Items: For maintenance materials in other Sections.

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1.6 SUBSTANTIAL COMPLETION PROCEDURES
A. Contractor's List o f Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete.

B. Submittals Prior to Substantial Completion: Complete the f ollowing a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. Lis t items below that are incomplete at time of request.

1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, op erating certificates, and similar releases.

2. Submit closeout submittals specified in other Division 01 Sections, including project record documen ts, operation and maintenance manuals, damage or settlement surveys, and similar final record information.

3. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by Owner. Label with manu facturer's name and model number.
a. Schedule of Maintenance Material Items: Prepare and submit schedule of maintenance material submittal items, including name and quantity of each item and name and number of related Specification Section . Obtain Owner's signature for receipt of submittals.

5. Submit testing, adjusting, and balancing records.

6. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.

C. Procedures Prior to Substantial Completion: Complete the fo llowing a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Advise Owner of pending insurance changeover requirements.

2. Make final changeover of permane nt locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions.

3. Complete startup and testing of systems and equipment.

4. Perform preventive maintenance on equipment used prior t o Substantial Completion.

5. Complete final cleaning requirements.

6. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate visual defects.

D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Owner will either proceed with inspection or City of Sacramento EV BLUEPRINT

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notify Contractor of unfu lfilled requireme nts. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Owner, that must be completed or corrected before certificate will be issued.

1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection are the requirements for final completion.

1.7 FINAL COMPLETION PROCEDURES
A. Submittals Prior to Final Completion: Before requesting final inspection for determining final completion, complete the following:

1. Submit a final Application for Payment according to Sec tion 012900 "Payment Procedures."

2. Certified List of Incomplete Items: Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Owner. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements.

4. Submit pest-control final inspection report.

5. Submit final completion photographic documentation.

B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 days prior to date the work will be completed and ready for fi nal inspection and tests. On receipt of request, Owner will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or w ill notify Contractor of construction t hat must be completed or corrected before certificate will be issued.

1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

1.8 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Organization of List: Include name an d identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

1. Organize list of spaces in sequential order, starting with exterior areas first.

2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems.

3. Include the following information at the top of each page:
a. Project name.
b. Date.
c. Name of Architect and Owner
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d. Name of Contractor.
e. Page number.

4. Submit list of incomplete items in the following format:
a. MS Excel electronic file. Owner will return annotated file. b. PDF electronic file. Owner will return annotated file. c. Web-based project software upload (punch list).
d. Electronic PDF copies. Owner will return annotated PDF file.

1.9 SUBMITTAL OF PROJECT WARRANTIES
A. Time of Submittal: Submit written warranties on request of Owner for designated portions of the Work where warranties are indicated to commence on dates other than date of Substantial Completion, or when delay in submittal of warranti es might limit Owner's rights under warranty.

B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor.

C. Organize warranty documents into an orderly sequence based on the Project Manual.

D. Warranty Electronic File: Provide w arranties and bonds in PDF format. Assemble complete warranty and bond submittal package into a single electronic PDF file with bookmarks enabling navigation to each item. Provide bookmarked table of contents at beginning of document.

1. Submit on digital media acceptable to Owner via weblink by email.

E. Provide PDF’s of each warranty to include in operation and maintenance manuals.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

1. Use cleaning products that comply with California Code of Regulations maximum allowable VOC levels.

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PART 3 - EXECUTION

3.1 FINAL CLEANING
A. General: Perform final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environme ntal and antipollution regulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning.

Clean each surface or unit t o condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operat ions before requesting inspection for certification of Substantial Completion for entire Project or for a desi gnated portion of Project:
a. Clean Project site in areas disturbed by construction activities of rubbish, waste material, litter, and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
c. Remove tools, construction equipment, machinery, and surplus material from Project site.
d. Sweep concrete floors broom clean in unoccupied spaces. e. Remove labels that are not permanent.
f. Wipe surfaces of mechanical and electrical equipment, and similar equipment. Remove excess lubrication, paint and mortar dro ppings, and other foreign substances.
g. Clean luminaires, lamps, globes, and reflectors to fully function. h. Leave Project clean and ready for occupancy.

C. Construction Waste D isposal: Comply with waste disposal requirements in Section 017419 "Construction Waste Management and Disposal."

3.2 REPAIR OF THE WORK
A. Complete repair and restoration operations before requesting inspection for determination of Substantial Completion.

B. Repair, or remove and replace, defective construction. Repairing includes replacing defective parts, refinishi ng damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where dama ged or worn items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired. Restore damaged construction and permanent facilities used during construction to specified condition.

1. Remove and repla ce chipped, scratched, and broken glass, reflective surfaces, and other damaged transparent materials.

2. Touch up and repair and restore marred or exposed finishes and surfaces.

Replace finishes and surfaces that already show evidence of repair.

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a. Do not paint over "UL" and other required labels and identification, including mechanical & electrical. Remove paint applied to labels.

3. Replace parts subjec t to operating conditions du ring construction that may impede operation or reduce longevity.

4. Replace burned -out bulbs, bulbs dimmed by use, and defective and noisy fixtures to comply with requirements.

3.3 NOTE: SAMPLE WARRANTY FORM IS INCLUDED DIRECTLY FOLLO WING THIS SECTION.

END OF SECTION 017700

WARRANTY AND GUARANTEE FORM

1._________________________________________________________________ ("Contractor") hereby agrees that the___________________________________________ (“Work” of Contractor) which Contractor has installed for the CITY OF SACRAMENTO ("City") for the following project:

EV BLUEPRINT- SITE _____________________
C15210050 (“Project” or “Contract”)
was performed in accordance with the requirements of the Contract Documents and that the Work as installed fulfills the requirements of the Contract Documents.

2. Contractor agrees to repair or replace all of the Work that may prove to be defective in workmanship or material and any other adjacent Work that may be displaced in connection with such replacement within a period of ____ YEAR(S) from the date of Completion as defined in the Contract, ordinary wear and tear and unusual abuse or neglect excepted. The date of completion is .

3. In the event Contractor fails to comply with the above-mentioned conditions within a reasonable period of time, as determined by City, but not later than TEN (10) calendar days after being notified in writing by City, Contractor authorizes City to proceed to repair or replace the defective Work at the expense of Contractor. Contractor shall pay the costs and charges therefor upon demand.

4. Representatives to be contacted for service subject to the terms of Contract:

NAME:___________________________________________________________ ADDRESS:_________________________________________________________ PHONE NO.:_______________________________________________________ EMAIL:___________________________________________________________ Date:_____________________________________________________________ Proper Name of Contractor:__________________________________________ Signature:________________________________________________________ Print Name:_______________________________________________________ Title:_____________________________________________________________

END OF DOCUMENT

CITY OF SACRAMENTO

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SECTION 01 77 10

CERTIFICATION OF
COMPLIANCE- SITE #__________________
The C
ontractor does hereby certify that all work has been performed and materials supplied in accordance with the drawings, specifications and Contract Documents for the above Work, and that:

No less than the prev ailing rates of wages as ascertained by the governing body of the Contracting agency has been paid to laborers, workmen and mechanics employed on this Work;
There have been no unauthorized substitutes of Subcontractors; nor have any subcontractors been entered into without the names of the Subcontractors having been submitted to the Owner prior to the start of such subcontracted work;
No subcontract was assigned or transferred or performed by any Subcontractor other than the original Subcontractor, without prior notice having been submitted to the Owner together with the names of all Subcontractors;
All claims for material and labor and other service performed in connection with these specifications have been paid;
In WI
TNESS WHEREOF, the undersigned has signed and sealed this instrument this day , 2 .

Fir
m Name
Signat
ure
Title
(Attest)
(SEAL IF BIDDER IS A CORPORATION)
As determined necessary, evidence of compliance may be required to be submitt
ed with and made a part of this Certificate of Compliance.

CERTIFICATE OF COMPLIANCE – 01 77 10 – PAGE 1

CITY OF SACRAMENTO

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FICATION OF COMPLIANCE – 01313 – PAGE 1
SECTION 01 77 10
CERT

IFICATION OF COMPLIANCE
PART
1 GENERAL

1. No final payment shall be made until the Contractor files with the Owner, prior to acceptance of the Work, a notarized Certification of Compliance in the following form.

PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 01 77 10
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SECTION 017823 - OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following:

1. Operation and maintenance documentation directory manuals.

2. Systems and equipment operation manuals.

3. Systems and equipment maintenance manuals.

4. Product maintenance manuals.

B. Related Requirements:

1. Section 013300 "Submittal Procedures" for sub mitting copies of submittals for operation and maintenance manuals.

2. Section 017700 "Closeout Procedures" for schedule for submitting operation and maintenance documentation.

1.3 DEFINITIONS
A. System: An organized collection of parts, equipment, or subsystems united by regular interaction.

B. Subsystem: A portion of a system with characteristics similar to a system.

1.4 CLOSEOUT SUBMITTALS
A. Submit operation and maintenance manuals indicated. Provid e content for each manual as specified in individual Specification Sections, and as reviewed and approved at the time of Section submittals. Submit reviewed manual content formatted and organized as required by this Section.

1. Owner will comment on whether c ontent of operation and maintenance submittals is acceptable.

2. Where applicable, clarify and update reviewed manual content to correspond to revisions and field conditions.

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B. Format: Submit operation and maintenance manuals in the following format:

1. Submit PDF documents via email to Owner. Enable reviewer comments on draft submittals.

2. Submit PDF documents on a USB flash drive and deliver to City PM.

C. Initial Manual Submittal: Submit draft copy of each manual at least thirty [30] days before commencing demonstration and training. Owner will comment on whether general scope and content of manual are acceptable.

D. Final Manual Submittal: Submit each manual in final form prior to requesting inspection for Substantial Completion and at least fifteen [15] days before commencing demonstration and training. Owner will return copy with comments in a digital format.

1. Correct or revise each manual to comply with Owner’s comments. Submit digital copies of each corrected manual within fifteen [15] days of receipt of Owner’s comments and prior to commencing demonstration and training.

E. Comply with Section 017700 "Closeout Procedures" for schedule for submitting operation and maintenance documentation.

1.5 FORMAT OF OPERATION AND MAINTENANCE MANUALS
A. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic PDF file for each manual type required. Provide a USB flash drive with all files sorted by O&M manual sections and renamed appropriately.

1. Electronic Files: Use electronic files prepared by manufacturer where available.

Scanning of paper documents is required, configure scanned file for minimum readable file size.

2. File Names and Bookmarks: Bookmark individual documents based on file names. Name document files to correspond to system, subsystem, and equipment names used in manual directory and table of contents. Group documents for each system and subsystem into individual composite bookmarked files, then create composite manual, so that resulting bookmarks reflect the system, subsystem, and equipment names in a readily nav igated file tree. Configure electronic manual to display bookmark panel on opening file.

1.6 REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAI NTENANCE

MANUALS
A. Organization of Manuals: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the followi ng materials, in the order listed:

1. Title page.

2. Table of contents.

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3. Manual contents.

B. Title Page: Include the following information:

1. Subject matter included in manual.

2. Name and address of Project.

3. Name and address of Owner.

4. Date of submittal.

5. Name and contact information for Contractor.

6. Name and contact information for Construction Manager.

7. Name and contact information for Owner.

8. Name and contact information for Architect.

9. Cross-reference to related systems in other operation and maintenance manuals.

C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross -referenced to Specification Section number in Project Manual.

D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a digital file.

E. Identification: In the documentation directory and in each operation and maintenance manual, identify each sy stem, subsystem, and piece of equipment with same designation used in the Contract Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building Systems."

1.7 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY MANUAL A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency, operation, and maintenance manuals.

List items and their location to facilitate ready access to desired information. Include the following:

1. List of Systems and Subsystems: List systems alphabetically. Include references to operation and maintenance manuals that contain information a bout each system.

2. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in a separate list.

3. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance manual.

1.8 SYSTEMS AND EQUIPMENT OPERATION MANUALS
A. Systems and Equipment Operation Manual: Assemble a complete set of data indicating operation of each system, subsystem, and piece of equipment not part of a EV BLUEPRINT City of Sacramento

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system. Include information required for daily operation and management, operating standards, and routine and special operating procedures.

1. Engage a factory -authorized servic e representative to assemble and prepare information for each system, subsystem, and piece of equipment not part of a system.

2. Prepare a separate manual for each system and subsystem, in the form of an instructional manual for use by Owner's operating personnel.

B. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information:

1. System, subsystem, and equipment descriptions. Use designations for systems and equipment indicated on Contract Documents.

2. Performance and design criteria if Contractor has delegated design responsibility.

3. Operating standards.

4. Operating procedures.

5. Wiring diagrams.

6. Precautions against improper use.

7. License requirements including inspection and renewal dates.

C. Descriptions: Include the following:

1. Product name and model number. Use designations for products indicated on Contract Documents.

2. Manufacturer's name.

3. Equipment identification with serial number of each component.

4. Equipment function.

5. Operating characteristics.

6. Limiting conditions.

7. Performance curves.

8. Engineering data.

9. Complete nomenclature and number of replacement parts.

D. Operating Procedures: Include the following, as applicable:

1. Startup procedures.

2. Routine and normal operating instructions.

3. Normal shutdown instructions.

1.9 SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS
A. Systems and Equipment Maintenance Manuals: Assemble a complete set of data indicating maintenance of each system, subsystem, and piece of equipment not part of a system. Include manufactur ers' maintenance documentation, preventive maintenance procedures and frequency, repair procedures, wiring and systems diagrams, lists of spare parts, and warranty information.

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1. Engage a factory -authorized service representative to assemble and prepare information for each system, subsystem, and piece of equipment not part of a system.

2. Prepare a separate manual for each system and subsystem, in the form of an instructional manual for use by Owner's operating personnel.

B. Content: For each system, subsystem, an d piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranti es and bonds as described below.

C. Source Information: List each system, subsystem, and piece of equipm ent included in manual, identified by product name and arranged to match manual's table of contents.

For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual and drawing or schedule designation or identifier where applicable.

D. Manufacturers' Maintenance Documentation: Include the following information for each component part or piece of equipment:

1. Standard maintenance instructions and bulletins; include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include s more than one item in a tabular format, identify each item using approp riate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable.
a. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necess ary for proper operation and maintenance of equipment or systems.

2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal, replacement, and assembly.

3. Identification and nomenclature of parts and components.

4. List of items recommended to be stocked as spare parts.

E. Maintenance Procedures: Include the following information and items that detail essential maintenance procedures:

1. Test and inspection instructions.

2. Troubleshooting guide.

3. Precautions against improper maintenance.

4. Disassembly; component removal, repair, and replacement; and reassembly instructions.

5. Aligning, adjusting, and checking instructions.

6. Demonstration and training video recording, if available.

F. Maintenance and Service Schedules: Include servic e and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment.

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1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly, semiannual, and annual frequencies.

2. Maintenance and Service Record: Include manufacturers' forms for recording maintenance.

3. In no way shall lack of mainte nance void the warranty on any products nor services warranted for the first year of service. If any service of systems is required to maintain the warran ty, then that shall be i ncluded to ensure th e 1 - year warranty is valid and active.

G. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cros s-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services.

H. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent.

I. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds.

1. Include procedures to follow and required notifications for warranty claims.

J. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in record Drawings to ensure correct illustration of completed installation.

1. Do not use original project record documents as part of maintenance manuals.

1.10 PRODUCT MAINTENANCE MANUALS
A. Maintenance Procedures: Include manufacturer's written recommendations and the following:

1. Inspection procedures.

2. Repair instructions.

B. Repair Materials and Sources: Include lists of materials and local sources of materials and related services.

C. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds.

1. Include procedures to follow and required notifications for warranty claims.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 017823
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SECTION 017839 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for project record documents, including the following:

1. Record Drawings.

2. Record Specifications.

3. Record Product Data.

4. Miscellaneous record submittals.

B. Related Requirements:

1. Section 013100 "Project Management and Coordination" for requirements related to use of Architect's digital data files.

2. Section 017300 "Execution" for final property survey.

3. Section 017700 "Closeout Procedures" for general closeout procedures.

4. Section 017823 "Operation and Maintenance Data" for operat ion and maintenance manual requirements.

1.3 CLOSEOUT SUBMITTALS
A. Record Drawings: Comply with the following:

1. Number of Copies: Submit one set of marked-up record prints.

2. Number of Copies: Submit copies of record Drawings as follows:
a. Initial Submittal:
1) Submit PDF electronic files of scanned record prints and one set of file prints.
2) Owner will indicate whether general scope of changes, additional information recorded, and quality of drafting are acceptable. b. Final Submittal:
1) Submit PDF electronic files of scanned record prints and one set of prints.

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2) Print each drawing, whether or not changes and additional information were recorded.

B. Record Specifications: Submit annotated PDF electronic files of Project's Specifications, including addenda and contract modifications.

C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal.

1. S ubmit scans of marked-up Product Data as a component of manual.

D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record-keeping requirements and submittals in connection with various construction activities. Submit annotated PDF electronic files and directories of each submittal.

E. Reports: Submit written report monthly indicating items incorporated into project record documents concurrent with progress of the Work, including revisions, concealed conditions, field changes, product selections, and other notations incorporated.

1.4 RECORD DRAWINGS
A. Record Prints: Maintain one set of marked -up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued.

1. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.
b. Accurately record information in an acceptable drawing technique. c. Record data as soon as possible after obtaining it.
d. Record and check the markup before enclosing concealed installations. e. Cross-reference record prints to corresponding photographic documentation.

2. Content: Types of items requiring marking include, but are not limited to, the following:
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
c. Revisions to routing of piping and conduits.
d. Revisions to electrical circuitry.
e. Actual equipment locations.
f. Duct size and routing.
g. Locations of concealed internal utilities.
h. Changes made by Change Order or Construction Change Directive (CCD). i. Changes made following Owner’s written orders.

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j. Details not on the original Contract Drawings.
k. Field records for variable and concealed conditions. l. Record information on the Work that is shown only schematically.

3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked- up record prints.

4. Mark record sets with erasable, red- colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

5. Mark important additional information that was either shown schematically or omitted from original Drawings.

6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.

B. Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion, review marked- up record prints with Owner. When authorized, prepare a full set of corrected digital data files of the Contract Drawings, as follows:

1. Format: Same digital data software program, version, and operating system as the original Contract Drawings.

2. Format: DWG Version 2015 or previous, Microsoft Windows operating system.

3. Format: Annotated PDF electronic file with comment function enabled.

4. Incorporate changes and additional information previously marked on record prints. Delete, redraw, and add details and notations where applicable.

5. Refer instances of uncertainty to Owner for resolution.

6. Owner will furnish Contractor with one set of digital data files of the Contract Drawings for use in recording information.
a. See Section 013100 "Project Management and Coordination" for requirements related to use of Architect's digital data files. b. Architect/Owner will provide data file layer information. Record markups in separate layers.

C. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.

1. Record Prints: Organize record prints into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.

2. Format: Annotated PDF electronic file with comment function enabled.

3. Record Digital Data Files: Organize digital data information into separate electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identification. Include identification in each digital data file.

4. Identification: As follows:
a. Project name.
b. Date.
c. Designation "PROJECT RECORD DRAWINGS."
d. Name of Architect and Owner.
e. Name of Contractor.

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1.5 RECORD SPECIFICATIONS
A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.

3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made.

4. For each principal product, indicate whether record Product Data has been submitted in operation and maintenance manuals instead of submitted as record Product Data.

5. Note related Change Orders and record Drawings where applicable.

B. Format: Submit record Specifications as annotated PDF electronic file or scanned PDF electronic file(s) of marked-up paper copy of Specifications.

1.6 RECORD PRODUCT DATA
A. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project.

B. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.

3. Note related Change Orders , record Specifications, and record Drawings where applicable.

C. Format: Submit record Product Data as scanned PDF electronic fi le(s) of marked -up paper copy of Product Data.

1. Include record Product Data directory organized by Specification Section number and title, electronically linked to each item of record Product Data.

1.7 MISCELLANEOUS RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.

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B. Format: Submit miscellaneous record submittals as PDF electronic file.

1. Include miscellaneous record submittals directory organized by Specification Section number and title, electronically linked to each item of miscellaneous record submittals.

1.8 MAINTENANCE OF RECORD DOCUMENTS
A. Maintenance of Record Documents: Store record documents in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction purposes. Maintain record documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to project record documents for Owner’s reference during normal working hours.

PART 2 - PRODUCTS
PART 3 - EXECUTION
END OF SECTION 017839

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EV Blueprint Grant Project
SECTION 26 05 00

ELECTRICAL MATERIALS AND METHODS

1 PART 1 - GENERAL

1.1 SUMMARY
A. The work under this section is subject to the requirements of the Contract Documents including the GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, and sections under Division 1 GENERAL REQUIREMENTS.

B. The requirements of this section apply to all work of Division 16 as applicable.

1.2 SUBMITTALS
A. Product Data: Provide product data for all equipment under this section.

B. Shop Drawings: Provide shop drawings for panelboards, switchgear, circuit breakers, transformers, wiring devices, light fixtures, lighting control devices.

C. Provide six copies of each type of submittal.

1.3 QUALITY ASSURANCE
A. All work must comply with NEC, IEC, all local, City, County, State & federal Codes.

B. All equipment must bear UL, CSA, ETRL or other City of Sacramento accepted listing age ncy or testing agency label.

PART 2 - PRODUCTS

2.1 MATERIALS
A. All material and equipment used for this project shall be new and free of manufacturing defects.

2.2 MANUFACTURERS
A. Manufacturers of each type of product shall have been in business manufacturing the type of product provided for at least the last three consecutive years.

2.3 PRODUCTS
A. Anchors and Fasteners

1. Materials and Finishes: Corrosion resistant
B. Formed Steel Channel

1. Manufacturers: B-Line or Unistrut

2. Channel shall be Galvanized
C. Sealing and Fireproofing

1. Fire and / or Smoke rated Surfaces
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2 a. 3M CP 25N/S or CP25S/L caulk, 3M FS 195 wrap/strip with restricting collar, 3M CS 195 composite sheet, Pipe Shields Inc. series F fire barrier kits, Proset systems fire rated floor and wall penetrations; Insta-Foam Products Insta-Fire seal Firestop Foam, Dow Corning Fire Stop System, or an approved equal. b. All products must be UL listed or tested by an independent testing laboratory.

Use a product that has a rating not less than the rating of the wall or floor being penetrated.

2. Non-Rated Surfaces
a. Use stamped steel 'chrome plated, hinged, split ring escutcheons or floor/ceiling plates for covering openings in occupied areas where conduit is exposed. b. In exterior wall openings below grade, use a modular mechanical type seal consisting of interlocking synthetic rubber links shaped. To continuously fill the annular space between the conduit and the cored opening or a water-stop type wall sleeve.
c. At interior wall or floor openings use Tremco Dymonic, Sika Corp. Sikaflex la, Sonneborn Sonolastic NPI, or Mameco Vilken 116 urethane caulk or approved equal to affect the seal.

D. Electrical Identification

1. Nameplates shall have 1/2" high lettering, except where space is limited; letters may be 1/4" high. Face of nameplate to be black and letters to be white, except emergency power equipment nameplates are to have white face with red letters. Fasteners shall be small metal screws, pop rivets or contact-type with permanent adhesive.

2. Engraved plastic nameplates shall be securely attached to: Panelboards, switchboards, motor control centers, motor starters, disconnects an individually mounted circuit breakers.

3. 4" round, 4" square and 4-11/16" junction boxes concealed above ceilings may be identified with neat lettering on cover with permanent type black marking pen.

4. Nameplates shall identify equipment or load controlled and/or function and shall be same as indicated on contract documents. Voltages shall be shown on panelboard nameplates.

E. Raceway

1. Rigid Steel Conduit (GRC)
a. Hot Dipped Galvanized after threading. Uniform finish coat with chromate for added protection. Manufacture in conformance with ANSI C-80.1 and Federal Specification WW-C-5810D.

2. Intermediate Metal Conduit (IMC)
a. Hot Dipped Galvanized after threading. Manufacture in conformance with Federal Specification WW-C-5810D.

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3 3. Electrical Metallic Tubing (EMT)
a. Hot Dipped Galvanized chromate coated. Manufacture in conformance with ANSI C-80.3 and Federal Specification WW-C-563.

4. Rigid Nonmetallic Conduit (PVC)
a. Heavy wall rigid PVC, type class 40, listed for underground encased and aboveground applications. Rated for use with 90 C conductors. Manufacture in conformance with NEMA TC-2 and Federal Specification WC1094A.

5. Flexible Metal Conduit
a. Electro-galvanized single strip steel. Manufacture in conformance with Federal Specification WWC-566. Aluminum prohibited.

6. Liquid Tight Flexible Metal Conduit
a. Electro-galvanized single strip steel with PVC coating. Aluminum prohibited.

7. Metal Clad Cable (MC)
a. Prohibited.

F. Conduit Fittings

1. Bushings
a. Insulated type for threaded GRC, IMC or raceway connectors without factor installed plastic throat conductor protection.
b. Insulated grounding type for threaded GRC and IMC.
c. Plastic snap-in bushings are prohibited.
d. Provide metallic threaded bushings at #4 and larger conductors.

2. Connectors and couplings
a. All conduit fittings to be steel, compression or set screw type. b. Die cast fitting are prohibited.

G. Conductors and Cable

1. All conductors shall be stranded copper UON.

2. Single conductor stranded, soft drawn copper wire having conductivity of not less than 98 percent of that of pure copper, with insulation rated at 600 volts AC, type THWN, THHN and XHHW.

3. Aluminum conductors are prohibited.

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4 4. Minimum insulation for branch circuits shall be 90 C., and 75 C. for conductors 3 AWG and larger.

H. Wiring Devices

1. Wall Switches
a. Toggle type, quiet acting, 20 ampere, 120/277 volt rated, UL listed for motor loads up to 80 percent of rated ampacity. Acceptable manufacturers and types:

Arrow-Hart 1221, Leviton 1221, Pass and Seymour 20AC1, Bryant 4901, Hubbell 1221, Eagle 1201.

2. Receptacles
a. Straight Parallel blade 20 ampere, 125 VAC, 2 pole, 3 wire grounding.

Acceptable manufacturers and types: Arrow-Hart 5352, Leviton 5352, Pass and Seymour 5352, Bryant 5352, Hubbell 5352, Eagle 5362.
b. Ground Fault Interrupter: Feed through type, 20 ampere, 125 VAC, specification grade. Acceptable manufacturers and types: Arrow-Hart GF-5342 or Hubbell GF- 5362GY.
c. Special-purpose or heavy duty receptacles shall be of type and of rating and number of poles indicated or required for the purpose.

3. Plates
a. Specification grade nylon cover plates, Leviton 807 Series. b. Type 302 stainless steel, smooth satin finish metal. 18 percent chrome, 8 percent nickel. Hubbell S series.
c. Die-cast copper-free aluminum gasketed raintight cover for outdoor use or as indicated.

4. Wiring device and plate color.
a. As selected by the Architect.

I. Circuit and Motor Disconnects

1. Toggle type disconnect switches: 120 volt rating, 20 ampere single pole, 1 HP maximum.

2. Manual Motor Starters: Quick-make quick-break, thermal overload protection, Square D, Class 2510.

3. Safety Switches: Heavy duty, fused type, dual rated, quick-make quick-break with fuse rejection feature for use with class R fuses only, unless other fuse type is specifically noted.

4. Combination Starter Disconnect: Heavy duty, fused type, dual rated, quick-make quick- break with fuse rejection feature for use with class R fuses only, unless other fuse type is specifically noted. Provide coil voltage coordinated with control requirements.

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ELECTRICAL MATERIALS AND METHODS

5 Provide hand-off-auto switch, thermal overloads and one N.O. and one N.C. auxiliary contact.

J. Supports

1. Safety factor of 4 required for every fastening device or support for electrical equipment installed. Support to withstand four times weight of equipment it supports. Bracing to comply with Seismic Zone 3 requirements.

2. Conduit supports for horizontal or vertical single runs: Hot dipped galvanized heavy duty sheet steel straps, mineralac clamps or channel system with appropriate components. Spring type pressure clamps may be used with conduit through 3/4".

3. Conduit supports for horizontal and vertical multiple runs: Channel systems with appropriate components. Horizontal runs to be supported with appropriate sized rods and vertical runs anchored to structure. Spring type pressure clamps may be used with conduit through 3/4".

4. Vertical conduit runs 1-1/4" and larger passing through floors shall be supported at each floor with conduit riser grips.

K. Outlet and Junction Boxes

1. Galvanized steel or cast type outlet boxes to accommodate device indicated by symbol, in conformance with code requirements, number and size of conductors and splices and consistent with type of construction.

2. Surface mounted boxes shall have the appropriate cover, raised device covers on 4" square and 4-11/16" boxes. Boxes in block shall have device covers that are square drawn or square cut. Boxes in tile shall have tile covers. Use round drawn device covers on boxes in lath and plaster walls or dry wall only.

3. Device Outlet: Minimum of 4” square, use deep boxes where they will fit in the wall, minimum of 1-1/2” where deep boxes will not fit.

4. Gangable type boxes are not allowed. Box ears with tapped holes must turn into the box opening.

5. Junction or pull boxes and covers: Code gauge steel with galvanized or sheradized finish with covers secured by galvanized machine screws. Boxes shall be large enough so that code required minimum cable bending radii can be rolled and constructed.

Knock out punches shall be used for required holes.

L. Switchboards

1. Secondary voltage switchboards shall be completely metal enclosed assemblies constructed in accordance with applicable NEMA, USASI and IEEE standards.

Switchboard assemblies shall be constructed and assembled to permit lifting or rolling as single unit.

2. Switchboard shall be service entrance rated.

3. Outdoor equipment shall be enclosed to provide NEMA 3R non-walk-in-housing.

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ELECTRICAL MATERIALS AND METHODS

6 section, hinged and closed with rugged heavy-duty lockable door handle with 3-point latch. External roof of enclosure shall provide protected openings for ventilation. Floor sills shall be heavy duty 4" x 1-1/2" steel channel. Opening rainproof exterior door shall not expose live parts. Switchboard shall be dead-front behind exterior doors.

4. Arrange switchboards as indicated on drawings. Dimensions indicated on drawings are maximum allowed

5. Switchboard shall be free standing, front access only.

6. Common bases and frame structures shall be one-piece welded, structural steel forms in gage required, complete with lifting lugs. Where shipping splits are required, bases and frames shall be bolted at job site.

7. Switchboard compartments shall be totally enclosed, stretcher leveled, steel, not less than 12 gauge, bolted to base, with side, front and rear panels of one piece welded construction. Compartments shall have ventilation louvers in top and bottom sections of front and rear panels.

8. Bus shall meet UL 891 requirements.

9. Provide neutral bus at same ampere capacity as phase buses.

10. Provide 1/4" x 4" copper ground bus with assemblies arranged for ground continuity between grounding bus, base, framework and enclosing panels, with unfinished exposed bar metal surfaces between contacts.

11. Bus shall be solid tin or silver plated copper, minimum 98% conductivity, sized to maximum current density of 1000 amp per square inch of cross sectional area.

12. Switchboard shall be designed for both bottom and top exit of branch and feeder conduits.

13. Branch feeder overcurrent devices shall consist of stationary mounted molded case circuit breakers with continuous current ratings, interrupting capacity and frame size as indicated on drawings.

14. Switchboard enclosures, inside and out, shall be cleaned, phosphatized, and given one coat of red oxide primer, then painted inside and out with 2 coats of standard enamel over suitably prepared metal. Surfaces damaged during shipping or installation shall be refinished by Owner's contractor. Provide Owner with one can of touch up paint.

M. Panelboards

1. Provide Lighting Appliance and Power Distribution panelboards as indicated on drawings and as scheduled. Panelboards shall be factory assembled, constructed in accordance with latest NEMA, UL, Federal and NEC requirements, and shall bear UL label. Panelboard cabinets including boxes and fronts shall be code gage galvanized steel.

2. Paint interior and exterior surfaces. Medium light gray finish, applied by electro- deposition process over an iron phosphate pretreatment.

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ELECTRICAL MATERIALS AND METHODS

7 3. Panelboards to be fully rated. The AIC of each panelboard shall be greater than the available fault current. Series rating of panelboards and equipment is prohibited.

4. All panelboard bussing shall be copper. Not less than 98 percent of that of pure copper. Aluminum bussing is prohibited.

5. Panelboards shall have full ampacity bussing throughout and shall be full size in regard to number of possible pole spaces. Lighting and Appliance panels shall have 42 poles per section except where shown to be less. Power Distribution panels shall have number of poles as scheduled. Panelboards shall be identified with phases reading left to right, and circuits alternately numbered left to right - odd number on left, even on right.

6. Panel boards shall have neutral bussing rated at 100% and ground bussing rated at 50%.

7. Where required panelboards shall be labeled as suitable for use as service entrance equipment.

8. Panelboards covers shall be hinged door-in-door construction, flush lift latch and lock, two keys per panel. Key all panels alike.

9. Circuit breakers shall be bolt on type only.

N. Circuit Breakers

1. Molded Case Circuit breakers: One, two or three pole with single common trip handle.

2. 600 volt or 250 volt minimum, see plans for required voltage.

3. Circuit breakers to be fully rated for the system, series rating is prohibited.

O. Lighting

1. Refer to the lighting fixture schedule for manufacturer, model number and descriptions of each type of Luminaire. Where the model number and description do not match, the description shall take precedence.

2. Provide proper trim type for recessed luminaries. Trim type to be compatible with the type of ceiling. Provide flanged luminaries, slope ceiling adaptors, etc. as required.

Review the architectural ceiling plans to verify.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Fire Rated Surface

1. When the opening is through a fire rated wall floor, ceiling or roof the opening must be sealed by installing a steel sleeve, minimum 12 ga., through the opening and extending beyond a minimum of 1 inch. Further, the sleeve shall be large enough to allow a minimum of a 1 inch void between the sleeve and the item of penetration. The void shall be packed with an approved packing material and the ends of the sleeve sealed with EV Blueprint Grant Project
SECTION 26 05 00

ELECTRICAL MATERIALS AND METHODS

8 minimum of 1 inch of a listed fire-resistive silicone compound to a depth required to meet the fire rating of the structure penetrated.

2. Install approved product in accordance with, manufacturer's instructions where, a p pipe (i.e. cable tray, bus, cable bus, conduit, wireway, trough, etc.) penetrates a fire rated surface.

B. Non-Rated Surfaces

1. When the opening is through a non-fire rated floor, ceiling or roof the opening must be using an approve type of material.

2. Use galvanized sheet metal sleeves in hollow wall penetrations to provide a backing for the sealant. Grout area around sleeve in masonry construction.

3. Install escutcheons or floor/ceiling plates where pipe, penetrates non-fire rated surfaces in occupied spaces. Occupied spaces for this paragraph include only those rooms with finished ceilings and the penetration occurs below the ceiling.

4. In exterior wall openings below grade, assemble rubber links of mechanical seal to the proper size for the pipe and tighten in place, in accordance with the manufacturer's instructions.

5. At interior partitions, pipe penetrations are required to be sealed for all clean rooms, laboratories, most hospital spaces, computer rooms, tele/data/com rooms and similar spaces where the room pressure or odor transmission must be controlled. Apply sealant to both sides of the penetration in such a manner that the annular space between the pipe sleeve and the pipe is completely filled.

C. Identification

1. Engraved plastic nameplates shall be securely attached to each panelboard, generator, automatic transfer switch, separately mounted circuit breaker, and disconnect switchs.

2. 4" round, 4" square and 4-11/16" junction boxes concealed above ceilings may be identified with neat lettering on cover with permanent type black marking pen.

3. Nameplates shall identify equipment or load controlled and/or function and shall be same as indicated on contract documents. Voltages shall be shown on panelboard nameplates.

4. Group conductors as to circuits and arrange in neat manner in pull boxes, cabinets and panelboards. Group, bind together with nylon ties and identify conductors as to feeder or branch circuit. Phase identification shall be consistent throughout system.

5. Identify each conductor of all systems at each panel, pull box and at each outlet with permanently attached, wrap around, adhesive markers.

6. Identification of junction boxes and conductors shall include panelboard, switchboard or motor control center, circuit number, phase, control circuit number or other appropriate number or letter that will expedite future tracing and trouble shooting.

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9 D. Raceway

1. Conceal all conduits. Exposed conduits are only permitted in mechanical rooms, electrical rooms, or where walls and ceilings will not be covered with a finish material.

Where exposed conduit are permitted install parallel to building lines and as tight to structure as possible.

2. Do not install conduits on surface of building, across the roof or parapet, unless specifically shown on drawings.

3. Below grade conduits: Place a minimum of 3” sand or clean earth fill cover over conduits. Install in a level trench bed so conduit is in contact with the earth the entire length. Where three or more conduits are in a trench, use conduit spacers located 5’ on center, maintain a 3” separation between conduits.

4. Underground conduits to have a minimum of 32” cover or as required by code, whichever is more stringent.

5. Minimum conduit size: 3/4", except as noted.

6. Exterior exposed conduits, above grade to be rigid steel UON. When routed on exterior building walls, conduit shall be painted to match the building.

7. Minimum size for flexible metal conduit is 1/2" except 3/8" for lighting fixtures.

8. Ream conduit smooth at ends, cap upon installation, rigidly attach to structural parts of building and securely fasten to outlet boxes, panel cabinets, junction boxes, pull boxes, splicing chambers, safety switches and other components of the raceway system.

9. I ndependently support or attach raceway system to structural parts of construction in accordance with good industry practice. Suspended ceiling systems shall not be considered as structural parts of the construction for conduit support. Conduit, conduit systems or boxes shall not be supported or secured by wire, but shall be supported by devices manufactured specifically for this purpose. Plastic tie-wrap is not permitted.

10. Conduits supported on channel systems shall be secured on each channel with appropriate clamps.

11. Conduit installed in metal stud walls must be secured to prevent rattling.

12. Provide spare capped conduits for flush-mounted panelboards consisting of three 3/4" conduits to the ceiling space above, and three 3/4" conduit to the ceiling space below floor slab.

13. Homerun conduits to contain no more than three branch circuits.

14. Underground conduits and raceways shall be swabbed prior to pulling conduits.

15. Mandrel all underground service lateral and feeder raceways prior to pulling wire.

16. Install a code sized copper equipment grounding conductor in all conduits.

17. No more than three 90 degree bends or a total of 270 degree combined bends between pull boxes. Provide pull boxes as required, size pull boxes per the NEC.

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10 18. Rigid Steel Conduit (GRC)
a. May be used in all locations, concealed or exposed, except where flex is required.
b. Where conduits transition from underground to above grade, use rigid steel elbows and risers.
c. Where installed in contact with earth or fill material, conduit shall be wrapped with net one (1) layers of Scotchwrap #50, Johns-Manville VID-10, or equal, or PVC coated rigid steel.

19. Intermediate Metal Conduit (IMC)
a. IMC may be installed in the same locations as GRC except, IMC may not be installed underground or in contact with the earth.
b. Connections shall be made with double locknuts and bushings. Bushings to be steel with integral insulator except conduits 2" and below may have high impact thermoset Phenolic insulating bushings.

20. Electrical Metallic Tubing (EMT)
a. Electrical metallic tubing may be used in exposed interior locations and in furred spaces. Connectors to outlets, boxes and panels shall be with plastic insulator.

21. Rigid Nonmetallic conduit (PVC)
a. Use for underground applications.
b. All stub ups to transition to rigid steel elbows and risers.

22. Flexible Metal Conduit
a. Max length of 6 feet. Use for connections in dry locations to equipment, light fixtures and vibrating equipment.

23. Liquid tight Flexible Metallic Tubing
a. Max length of 6 feet. Use for connections in damp or wet locations to equipment, light fixtures and vibrating equipment.

24. Metal Clad Cable (MC)
a. Prohibited.

E. Conductors and Cable

1. Color code power wiring as follows:
a. 120/208 volt, 3 phase, 4 wire: phase A-black, phase B-red, phase C-blue, neutral-white; ground conductor-green.

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11 b. 277/480 volt, 3 phase, 4 wire: phase A-brown, phase B-orange, phase C-yellow, neutral-gray; ground conductor-green.
c. Pull wire and cables into conduits and raceways in such manner that insulation will not be damaged or undue strain placed on conductors. Lubricants shall be UL listed.

F. Wiring devices

1. Install devices plumb, level with finished surfaces and free from blemishes.

2. Install devices at heights scheduled, and as indicated on drawings. Install duplex wall receptacles vertically with ground contacts down except where shown otherwise or where space problem occurs. Install lighting switches vertically on latch side of door within 6" of frame edge.

3. Install devices above counters 2" to bottom above countertop or backsplash. Install at same height all devices above any one counter or fixed cabinet. Verify locations prior to rough-in.

4. Plates to be stainless steel in all public spaces, U.O.N.

G. Circuit and Motor Disconnects

1. Provide disconnect switches in sight of each motor location unless otherwise noted.

2. Coordinate fuse ampere rating with the nameplate of the installed equipment.

H. Supports

1. Provide all electrical equipment supports.

2. Verify mounting height of all luminaries equipment and items prior to installation.

3. Provide independent supports to structural member for luminaries, material or equipment. Do not use other trade supports for a means of fastening electrical equipment or materials.

4. Support conduit within 18” of outlet boxes, panels, cabinets and deflections.

5. Maximum distance between supports not to exceed 8 foot spacing.

6. Provide seismic bracing per UBC requirements.

I. Outlet and Junction boxes

1. Set outlet boxes parallel to construction and independently attached to same. Adjust flush type boxes to set level with finished surface. Back to back and through-the-wall boxes are not acceptable. Ganged sectional type boxes are not acceptable.

2. Box Support: Mount boxes straight. In stud walls provide horizontal bracing at top or bottom of box for 3 or more gang device boxes. For up to 2 gang device boxes, provide stud support one side, with short piece of stud of support on opposite side as shown in EV Blueprint Grant Project
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12 details. In masonry walls boxes shall be solidly mortared in. Tie wire supported boxes are not acceptable.

3. Provide multi-ganged boxes where 2 or more devices are in same location, except where otherwise noted. Provide partitions in multi-ganged boxes where different types of devices are installed, or devices installed operate at different voltages.

4. Identify circuit number and voltage on all junction boxes covers.

5. Paint fire and telephone box covers for identification. Red covers for fire, blue for telephone.

J. Switchboards

1. Install equipment per manufacturer's recommendations and as indicated. Coordinate final locations of equipment with General Contractor, and review final locations with Architect prior to setting equipment.

2. Protect equipment during installation to prevent twisting or deformations, exposure to potentially damaging environments, and work of other trades. Maintain protection until completion of construction.

K. Panelboards

1. Final locations, sizes and mounting of panelboards shall be reviewed with Architect prior to installation.

2. Install panelboards and enclosures as indicated, in accordance with manufacturer's written instructions, applicable requirements of NEC standards, NECA's "Standards of Installation", and in compliance with recognized industry practices to ensure that products fulfill requirements.

3. Where flush panels are installed, verify available recessing depth and coordinate wall framing with other divisions.

4. Fasten enclosures firmly to walls and structural surfaces, ensuring they are permanently and mechanically anchored.

5. Top breaker handle: Maximum of 6 ft above finished floor.

6. Tighten connectors and terminals, including screws and bolts, in accordance with equipment manufacturer's published torque tightening values for equipment connectors.

Where manufacturer's torquing requirements are not indicated, tighten connectors and terminals to comply with tightening torques specified in UL Standards 486A and B.

7. Prior to energization of panelboards, check with ground resistance tester phase-to-phase and phase-to-ground insulation resistance levels.

8. Prior to energization, check panelboards for electrical continuity of circuits and for short-circuits.

9. Balance load on panelboards so phases are balanced to 10% of each other.

Reconnect or redistribute circuits and/or circuit breakers to achieve balanced condition.

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13 Submit ammeter readings for all panelboard feeders indicating normal operating load and phase balance.

10. Each panelboard shall have typewritten circuit schedule installed inside cover of each panelboard. Schedule shall be covered with clear plastic and shall include description of connected loads, room numbers, room name, area or item served for each branch circuit. Label spare circuits as "SPARE". Room numbers used shall be those used by Owner except as otherwise directed by Architect.

11. Flush panels in finished areas shall have factory applied primer coat painted trim for finish painting by others.

12. Where panels are installed flush, provide (3) ¾” spare conduits from panel to accessible space above and/or below the panel.

L. Circuit breakers

1. Provide device on handle to lock breaker in “ON” position for breakers feeding fire alarm, time switches, nightlights and similar circuits required to be continuously energized.

M. Grounding

1. Ground fittings shall be an approved manufactured type, installed and connected to conform with Code requirement; UL 467.

2. Ground neutral bus and non-current-carrying parts of equipment at each installation in accordance with applicable Codes. Ground conductor shall be copper having a current capacity in accordance with N.E.C. and Electrical Safety Orders.

3. Completely ground all equipment cases, motor frames, and other items to be grounded to satisfy requirements of N.E.C. Install bond wire in flexible conduit. Install copper bond wire, sized in accordance with N.E.C., in all nonmetallic raceways and bond to all metallic parts using approved fittings. Bond wire shall be copper.

4. Connect service ground conductor to metallic cold water pipe (pipe must be in contact with earth for 10 feet or more and electrically continuous to point of connection of ground electrode conductor). Additional ground electrode shall supplement the water pipe ground. The supplemental ground electrode shall be a concrete encased ground "Ufer". Bond building steel to ground system.

3.2 Project Closeout
A. Operation and Maintenance Manuals

1. Provide three hard copies and one electronic PDF of operation and maintenance manuals. O & M’s shall include the following: Panelboards, switchgear, transformers, light fixtures, and lighting control devices.

B. Testing and Commissioning

1. Receptacle Polarity Test: Spot check receptacles installed or reconnected with a circuit polarity tester. Tester shall test for open ground, open hot, open neutral, reverse polarity, hot and ground reversed, hot and neutral reversed.

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14 2. Ground-Fault Receptacle Circuit Interrupter Test: Test each receptacle or branch circuit breaker having ground-fault circuit protection to assure that the ground-fault circuit interrupter will not operate when subjected to a ground fault current of less than 4 milliamperes and will operate when subjected to a ground fault current exceeding 6 milliamperes. Perform testing using an instrument specifically designed for testing ground fault interrupters. Pushing the test button is not acceptable. Replace receptacles that do not interrupt power with 5/1000 of an ampere within 1/40 th of a
second. Correct deficiencies and submit test report.

3. Check the lighting system after start up and ensure that all lamps are operating and all light fixtures are clean.

4. Check the locations and settings on all occupancy sensors and verify they are operating correctly. Check for false on or off in coverage areas. Verify walking by open doors or windows does not activate an occupancy sensor within a private office, support area or conference room. Adjust and correct any deficiencies. Provide a room by room report.

5. Lighting Control Panel: Program the lighting control panel as directed by the engineer.

Verify all zones are operating correctly. Provide a written schedule to the City of Sacramento.

END OF SECTION 26 05 00
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GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 1 SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes grounding and bonding systems and equipment.

1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.

1.4 INFORMATIONAL SUBMITTALS
A. Coordination Drawings: Plans showing dimensioned locations of grounding features specified in "Field Quality Control" Article, including the following:

1. Ground rods.

2. Grounding arrangements and connections for separately derived systems.

B. Qualification Data: For testing agency and testing agency's field supervisor.

C. Field quality-control reports.

1.5 CLOSEOUT SUBMITTALS
A. Operation and Maintenance Data: For grounding to include in emergency, operation, and maintenance manuals.

1. In addition to items specified in Section 017823 "Operation and Maintenance Data," include the following:
a. Plans showing as-built, dimensioned locations of grounding features specified in "Field Quality Control" Article, including the following:
1) Ground rods.
2) Grounding arrangements and connections for separately derived systems.

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GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 2

1.6 QUALITY ASSURANCE
A. Testing Agency Qualifications: Certified by NETA.

PART 2 - PRODUCTS

2.1 SYSTEM DESCRIPTION
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

B. Comply with UL 467 for grounding and bonding materials and equipment.

2.2 MANUFACTURERS

2.3 CONDUCTORS
A. Insulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required by applicable Code or authorities having jurisdiction.

B. Bare Copper Conductors:

1. Solid Conductors: ASTM B 3.

2. Stranded Conductors: ASTM B 8.

3. Bonding Cable: 28 kcmil, 14 strands of No. 17 AWG conductor, 1/4 inch in diameter.

4. Bonding Conductor: No. 4 or No. 6 AWG, stranded conductor.

5. Bonding Jumper: Copper tape, braided conductors t erminated with copper ferrules; 1-5/8 inches wide and 1/16 inch thick.

6. Tinned Bonding Jumper: Tinned-copper tape, braided conductors terminated with copper ferrules; 1-5/8 inches wide and 1/16 inch thick.

C. Grounding Bus: Predrilled rectangular bars of annealed copper, 1/4 by 4 inches in cross section, with 9/32-inch holes spaced 1-1/8 inches apart. Stand-off insulators for mounting shall comply with UL 891 for use in switchboards, 600 V and shall be Lexan or PVC, impulse tested at 5000 V.

2.4 CONNECTORS
A. Listed and labeled by an NRTL acceptable to authorities having jurisdiction for applications in which used and for specific types, sizes, and combinations of conductors and other items connected.

B. Welded Connectors: Exothermic -welding kits of types recommended by kit manufacturer for materials being joined and installation conditions.

C. Bus-Bar Connectors: Compression type, copper or copper alloy, with two wire terminals.

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GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 3 D. Beam Clamps: Mechanical type, terminal, ground wire access from four directions, with dual, tin-plated or silicon bronze bolts.

E. Cable-to-Cable Connectors: Compression type, copper or copper alloy.

F. Cable Tray Ground Clamp: Mechanical type, zinc-plated malleable iron.

G. Conduit Hubs: Mechanical type, terminal with threaded hub.

H. Ground Rod Clamps: Mechanical type, copper or copper alloy, terminal with hex head bolt I. Ground Rod Clamps: Mechanical type, copper or copper alloy, terminal with hex head bolt.

J. Lay-in Lug Connector: Mechanical type, copper rated for direct burial terminal with set screw.

K. Service Post Connectors: Mechanical type, bronze alloy terminal, in short - and long -stud lengths, capable of single and double conductor connections.

L. Signal Reference Grid Clamp: Mechanical type, stamped-steel terminal with hex head screw.

M. Straps: Solid copper, copper lugs. Rated for 600 A.

N. Tower Ground Clamps: Mechanical type, copper or copper alloy, terminal one-piece clamp.

O. U-Bolt Clamps: Mechanical type, copper or copper alloy, terminal listed for direct burial.

P. Water Pipe Clamps:

1. Mechanical type, two pieces with stainless-steel bolts. a. Material: Tin-plated aluminum
b. Listed for direct burial.

2. U-bolt type with malleable -iron clamp and copper ground connector rated for direct burial.

2.5 GROUNDING ELECTRODES
A. Ground Rods: Copper-clad steel feet5/8 inch by 96 inches B. Concrete Encased Electrode: Bare Copper, #4 AWG Minimum.

PART 3 - EXECUTION

3.1 APPLICATIONS
A. Conductors: Install solid conductor for No. 8AWG and smaller, a nd stranded conductors for No. 6 AWG and larger unless otherwise indicated.

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GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 4 B. Underground Grounding Conductors: Install bare copper conductor, No. 2/0 AWG minimum.

1. Bury at least 24 inches below grade.

C. Isolated Grounding Conductors: Green -colored insulation with continuous yellow stripe. O n feeders with isolated ground, identify grounding conductor where visible to normal inspection, with alternating bands of green and yellow tape, with at least three bands of green and two bands of yellow.

D. Grounding Bus: Install in electrical equipment rooms, in rooms housing service equipment, and elsewhere as indicated.

1. Install bus horizontally, o n insulated spacers 2 inches minimum from wall, 6 inches above finished floor unless otherwise indicated.

2. Where indicated on both sides of doorways, route bus up to top of door frame, across top of doorway, and down; connect to horizontal bus.

E. Conductor Terminations and Connections:

1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors.

2. Underground Connections: Welded connectors except at test wells and as otherwise indicated.

3. Connections to Ground Rods at Test Wells: Bolted connectors.

4. Connections to Structural Steel: Welded connectors.

5. Connections to Concrete encased electrode : exothermic welding, listed lugs, listed pressure connectors, listed clamps or other listed means.

3.2 GROUNDING AT THE SERVICE
A. Equipment grounding conductors and grounding electrode conductors shall be connected to the ground bus. Install a main bonding jumper between the neutral and ground buses.

3.3 GROUNDING SEPARATELY DERIVED SYSTEMS
A. Generator: Install grounding electrode(s) at the generator location. The electrode shall be connected to the equipment grounding conductor and to the frame of the generator.

3.4 GROUNDING UNDERGROUND DISTRIBUTION SYSTEM COMPONENTS A. Comply with IEEE C2 grounding requirements.

B. Pad-Mounted Transformers and Switches: Install two ground rods and ground ring around the pad. Ground pad -mounted equipment and n oncurrent-carrying metal items associated with substations by connecting them to underground cable and grounding electrodes. Install tinned - copper conductor not less than No. 2 AWG for ground ring and for taps to equipment grounding terminals. Bury ground ring not less than 6 inches from the foundation.

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GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 5

3.5 EQUIPMENT GROUNDING
A. Install insulated equipment grounding conductors with all feeders and branch circuits.

B. Install insulated equipment grounding conductors with the following items, in addition to those required by NFPA 70:

1. Feeders and branch circuits.

2. Electric Vehicle Charger circuits.

3. Receptacle circuits.

4. Single-phase motor and appliance branch circuits.

5. Three-phase motor and appliance branch circuits.

6. Flexible raceway runs.

7. Armored and metal-clad cable runs.

8. Busway Suppl y Circuits: Install insulated equipment grounding conductor from grounding bus in the switchgear, switchboard, or distribution panel to equipment grounding bar terminal on busway.

C. Isolated Grounding Receptacle Circuits: Install an insulated equipment groun ding conductor connected to the receptacle grounding terminal. Isolate conductor from raceway and f rom panelboard grounding terminals. Terminate at equipment grounding conductor terminal of the applicable derived system or service unless otherwise indicated.

D. Isolated Equipment Enclosure Circuits: For designated equipment supplied by a branch circuit or feeder, isolate equipment enclosure from supply circuit raceway with a nonmetallic raceway fitting listed for the purpose. Install fitting where raceway ente rs enclosure, and install a separate insulated equipment grounding conductor. Isolate conductor fro m raceway and from panelboard grounding terminals. Terminate at equipment grounding conductor terminal of the applicable derived system or service unless otherwise indicated.

E. Poles Supporting Outdoor Lighting Fixtures: Install grounding electrode and a separate insulated equipment grounding conductor in addit ion to grounding conductor installed with branch-circuit conductors.

F. Metallic Fences: Comply with requirements of IEEE C2.

1. Grounding Conductor: Barecopper, not less than No. 8 AWG.

2. Gates: Shall be bonded to the grounding conductor with a flexible bonding jumper.

3.6 INSTALLATION
A. Grounding Conductors: Route along shortest and straightest paths possible unless ot herwise indicated or required by Code. Avoid obstructing access or placing c onductors where they may be subjected to strain, impact, or damage.

B. Ground Bonding Common with Lightning Protection System: Comply with NFPA 780 and UL 96 when interconnecting with lightning protection system. Bond electrical power system ground directly to lightning protection system grounding conductor at closest point to electrical EV Blueprint Grant Project
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GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 6 service grounding electrode. Use bonding conductor sized same as system grounding electrode conductor, and install in conduit.

C. Ground Rods: Drive rods until tops are 2 inches below finished floor or final grade unless otherwise indicated.

1. Interconnect ground rods with grounding electrode conductor below grade and as otherwise indicated. Make connections without exposing steel or damaging coating if any.

2. Use exothermic welds for all below-grade connections.

D. Concrete-Encased Grounding Electrode (Ufer Gro und): Fabricate according to NFPA 70; use a minimum of 20 feet of bare copper conductor not smaller than No. 4AWG.

1. If concre te foundation is less than 20 feet long, coil excess conduc tor within base of foundation.

2. Bond grounding conductor to reinforcing steel in at least four locations and to anchor bolts. Extend grounding conductor below grade and connect to building's groundi ng grid or to grounding electrode external to concrete.

E. Concrete-Encased Grounding Electrode (Ufer Ground): Fabricate according to NFPA 70; using electrically conductive coated steel reinforcing bars or rods, at least 20 feet long. If reinforcing is in mul tiple pieces, connect together by the usual steel t ie wires or exothermic welding to create the required length.

F. Connections: Make connections so possibility of galvanic action or electrolysis is minimized.

Select connectors, connection hardware, conductors, and connection methods so metals in direct contact are galvanically compatible.

1. Use electroplated or hot -tin-coated materials to ensure high conductivity and to make contact points closer in order of galvanic series.

2. Make connections with clean, bare metal at points of contact.

3. Make aluminum -to-steel co nnections with stainless -steel separators and mechanical clamps.

4. Make aluminum -to-galvanized-steel connections with tin -plated copper jumpers and mechanical clamps.

5. Coat and seal connections having dissimi lar metals with inert material to prevent future penetration of moisture to contact surfaces.

3.7 FIELD QUALITY CONTROL
A. Testing Agency: Engage a qualified testing agency to perform tests and inspections.

B. Manufacturer's Field Service: Engage a factory -authorized service representative to test and inspect components, assemblies, and equipment installations, including connections.

C. Perform tests and inspections with the assistance of a factory-authorized service representative.

D. Tests and Inspections:

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GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 7

1. After installi ng grounding system but bef ore permanent electrical circuits have been energized, test for compliance with requirements.

2. Inspect physical and mechanical condition. Verify tightness of accessible, bolted, electrical connections with a calibrated torque wren ch according to manufacture r's written instructions.

3. Test completed grounding system at each location where a maximum ground -resistance level is specified, at service disconnect enclosure grounding terminal and at individual ground rods. Make tests at ground rods before any conductors are connected. a. Measure ground resistance no fewer than two full days after last trace of precipitation and without soil being moistened by any means other than natural drainage or seepage and without chemical treatment or othe r artificial means of reducing natural ground resistance.
b. Perform tests by fall-of-potential method according to IEEE 81.

4. Prepare dimensioned Drawings locating e ach test well, ground rod and ground -rod assembly, and other grounding electrodes. Identify eac h by letter in alphabetical order, and key to the record of tests and observations. Include the number of rods driven and their depth at each location, and inclu de observations of weather and other phenomena that may affect test results. Describe measures taken to improve test results.

E. Grounding system will be considered defective if it does not pass tests and inspections.

F. Prepare test and inspection reports.

G. Report measured ground resistances that exceed the following values:

1. Power Distribution Units or Panelboards Serving Electronic Equipment: 1 ohm(s).

2. Substations and Pad-Mounted Equipment: 5Insert value ohms.

H. Excessive Ground Resistance: If resistance to ground exceeds specified values, notify Architect promptly and include recommendations to reduce ground resistance.

END OF SECTION 260526

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CITY OF SACRAMENTO EV BLUEPRINT

MULTIPLE PROJECT SITES

ELECTRIC VEHICLE CHARGING EQUIPMENT - LEVEL 2 26 26 53- 1

SECTION 26 26 53 - ELECTRIC VEHICLE CHARGING EQUIPMENT - LEVEL 2 PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes EV charging equipment that provides Level 2 EV charging.

1.3 DEFINITIONS
A. EV: Electric Vehicle.

B. EV Cable: The off -board cable containing the conductor (s) to connect the EV power controller to the EV that provides both power and communications during energy transfer.

C. EV Capable: Parking spaces that include nearby termination of raceway (conduit) to a power source with sufficient electrical panel capacity designed for simultaneous charging of electric vehicles in all planned EV parking spaces. Electrical wiring need not be pulled through raceway (conduit) until charging station is installed.

D. EV Charger or EV Charging Equipment: See "EVSE".

E. EV Connector: A conductive device that, when electrically coupled to an EV inlet, establishes an electrical connection to the EV for the purpose of power transfer and information exchange.

This device is part of the EV coupler.

F. EV Coupler: A mating EV inlet and connector set.

G. EV Inlet: The device in the vehicle into which the EV connector is inserted, and a conductive connection is made for the transfer of power and communication. This device is part of the EV coupler.

H. EV Make Ready: P arking spaces that include nearby termination of raceway (conduit) and electrical wiring pulled to a power source with sufficient electrical panel capacity for simultaneous charging of electric vehicles in all EV parking spaces.

I. EVSE: Electric Vehicle S upply Equipment. It includes the EV charging equipment and conductors, including the ungrounded, grounded, and equipment grounding conductors and EV cables, attachment plugs, and all other fittings, devices, power outle ts, or apparatus installed specifically for transferring energy between the premise wiring and the EV.

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ELECTRIC VEHICLE CHARGING EQUIPMENT - LEVEL 2 26 26 53- 2

1.4 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at VARIOUS PROJECT SITES , refer to Section 01 10 00- Summary for locations.

1.5 ACTION SUBMITTALS
A. Product Data: For each type of product.

1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for EV charging equipment.

2. Include rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories.

B. Sustainable Design Submittals:

1. Plan showing location and number of EV charging units, and distance from building.

2. Plan showing "reasonable accessibility" to EV charging units.

3. Plan showing location and number of EV charging units, charging levels and connectors, and ability of EV charging units to participate in a demand -response or time -of-use pricing program, as well as a power load management system that allows for an increased number of charging stations than would otherwise be feasible without power load management.

C. Shop Drawings: For EV charging equipment.

1. Include plans, elevations, sections, and mounting details.

2. Include details of equipment assemblies. Indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field connection.

3. Detail fabrication and assembly of mounting assemblies for EV charging equipment.

4. Include diagrams for power, signal, and control wiring.

5. Include verification of wireless communications service at each location of EV charging equipment.

D. Product Schedule: For EV charging equipment. Use designations indicated on Drawings.

1.6 INFORMATIONAL SUBMITTALS
A. Coordination Drawings: Area plans and detai ls, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved:

1. Concrete foundation to which equipment will be attached.

2. Electrical service.

3. Communications service, including wireless communications equipment.

B. Qualification Data: For Installer.

1. Installer must provide EVITP Certification and number identifying a cer tified electrician and any additional qualification documentation required by manufacturer.

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C. Seismic Qualification Certific ates: For all Chargepoint equipment and accessories, and components, from manufacturer. Refer to plans for concrete foundation scope.

1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation.

2. Dimensioned Outline Drawings of Equipment Uni t: Identify center of gravity and locate and describe mounting and anchorage provisions.

3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements.

D. Field quality-control reports.

E. Sample Warranty: For manufacturer's warranty.

1. Minimum of extended 5-year extended warranty is required as part of this project.

1.7 CLOSEOUT SUBMITTALS
A. Operation and Maintenance Data: For EV charging equipment to include in operation and maintenance manuals.

B. Software and Firmware Operational Documentation:

1. Online training and help documentation.

2. Station activation sticker.

1.8 QUALITY ASSURANCE
A. Installer Qualifications: An authorized representative who is trained and approved by the manufacturer. Installer must also have current EVITP Certification and be a licensed electrician in the State of California.

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.

C. Comply with UL 2231-1. UL 2231-2, UL 2594, and NEC Article 625.

D. Comply with SAE J1772.

E. Comply with FCC Part 15 Class A.

1.9 FIELD CONDITIONS
A. Wireless Survey: Complete wireless survey to determine if wireless provider signals meet or exceed manufacturer's recommended minimum values.

B. Rate equipment for continuous operation under the following conditions unless otherwise indicated:

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1. Ambient Temperature: Not below 0 deg. F or over 122 deg F.

2. Altitude: Not exceeding 1,000 feet . Note: The average elevation of Sacramento is 26 feet, this will not be an issue.

C. Interruption of Existing Electric Service: Do not interrupt electric service to facilities occupied by Owner or others unless permitted un der the following conditions and then only after arranging to provide temporary electric service according to requirements indicated:

1. Notify Owner’s Representative no fewer than three days in advance of proposed interruption of electric service.

2. Do not proceed with interruption of electric service without Owner’s Representative written permission.

1.10 WARRANTY
A. Manufacturer's Warranty: Manufacturer and Installer agree to repair or replace components of EV charging units that fail(s) in materials or workmanship within specified warranty period.

1. Standard Warranty Period: One year from date of Substantial Completion.

2. Extended Warranty Period: Five years from date of Substantial Completion is required for all equi pment. Provide Chargepoint Assure Plan for 5 years o r as approved. Provide 5-year commercial cloud plan pre-paid as part of this project.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Basis-of-Design Product: Provide ChargePoint CP6000-series EV charging stations, ref. plans.

B. Source Limitations: EV charging equipment shall be from a single manufacturer. Substitutions are not acceptable without written approvals through the Submittal and Substitution process.

2.2 EV CHARGING EQUIPMENT DESCRIPTION
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.

B. Comply with NFPA 70.

C. ADA compliant, including reach ranges and clear floor area.

D. Metering: +/- 2 percent from 2 percent to full scale of output (30 A).

E. EV Charging Equipment Mounting: Pedestal mount to concrete foundation.

F. Enclosures:

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1. Rated for environmental conditions at installed location. a. Outdoor Locations: NEMA 250, Type 3R.
b. Aluminum and UV-resistant plastic.
c. Paint and Anodized.
d. Charging components protected by security screws.
e. Charging connectors in locking holsters.
f. Meter, modem, and CPU, tamper resistant.

G. EV Cable and Connectors:

1. SAE J1772 connector.

2. One or Two connectors with locking holster, depending on location. Verify on plans.

3. 18-foot cable with cable management system.

H. Status Indicators:

1. LEDs to indicate power , vehicle charging, charging complete, system status, faults, and service, as well as authorization.

I. Display Screen:

1. VGA-resolution, daylight -viewable LCD screen with UV protection. Daylight readable and fingerprint resistant.

2. Displays power, charging, charging complete, remote control, system status, faults, payment and pricing details, and service.

J. Networking:

1. WAN Communications: Cellular GSM/GPRS and CDMA.

2. LAN Communications: 2.4 GHz Wi-Fi 802.11b/g/n.

3. Capable of remote configuration, diagnostics and reporting.

4. Capable of remote software updates (future proof).

K. Payment System:

1. RFID (ISO 15693, ISO 14443), NFC, Contactless credit card reader.

2. PCI (Payment Card Industry) compliant.

3. Capable of remote control and authorization including mobile phone application or toll free phone number.

L. Charging Network: Compatible with the ChargePoint EV charging network or an approved open charge point protocol (OCPP).

1. Multiple units shall independently connect to charging network.

2. Multiple units shall have one unit designated a s a master unit that is configured as a gateway unit between the EV charging equipment and the charging network.

3. Individual units shall be capable of indicating station status and availability providing or connecting user to customer support and remote control.

2.3 PERFORMANCE REQUIREMENTS

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A. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes.

B. Surge Withstand: 6 kV at 3,000 A.

C. Integral GFCI.

D. Auto-GFCI fault retry.

E. Input Power:

1. 40 Amp, 2P Breaker with 32 Amp dedicated for each handle . 208/240-V ac, 60 Hz, per charger with EMV Chip Reader (Note: Each charger handle is assigned a 40A, 2P breaker- refer to plans for specific requirements).

2. Dual-circuits provided to a single pedestal need to be interlocked.

F. EV Charging Levels, Verify with Plans:

1. Single vehicle: AC Level 2 at up to 6.6 kW (CP6000) per vehicle.

2. Dual vehicles, AC Level 2 at up to 11.5 kW (CP6000) or up to 6.6 kW per vehicle.

3. Multiple vehicles simultaneously charging at a site using Automatic Power Load Management may be charged up to 11.5 kW (CP6000) or up to 6.6 kW per vehicle.

2.4 GENERAL FINISH REQUIREMENTS
A. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable.

Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine areas and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Examine roughing-in for EV charging equipment electrical conduit to verify actual locations of conduit connections before equipment installation.

C. Examine suitable conditions where EV charging equipment will be installed.

D. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

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A. Comply with NECA 1 and NECA 413.

B. Concrete Base Mounting:

1. Install EV charging equipment on concrete foundation, per plans . Comply with requirements for concrete base specified in plans and details. a. Place and secure anchorage devices. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. b. Install anchor bolts to elevations required for proper attachment to supported equipment.
c. Secure EV charging equipment to concrete base according to manufacturer's written instructions.

C. Comply with mounting and anchoring requirements required for all California Building C ode (CBC) and local code-related requirements for: Seismic Controls for Electrical Systems.

D. Wiring Method: Install low-voltage cables in raceways / cable trays. Conceal raceway & cables.

1. Comply with requirements for raceways and boxes specified in plans and details.

2. Comply with requirements for underground raceways and enclosures specified in plans.

E. Wiring Method: Conceal conductors and cables where possible.

F. Wiring within Enclosures: Bundle, lace, and train conductors to terminal points with no excess and without exceeding manufacturer's limitations on bending radii. Install lacing bars and distribution spools.

G. Circuit Breakers: Comply with plans and details.

H. Secure covers to enclosure.

3.3 CONNECTIONS
A. Connect wiring according to plans and details.

B. Comply with grounding requirements in plans and details.

C. Comply with requirements for installation of conduit in plans and de tails. Drawings indicate general arrangement of conduit, fittings, and specialties.

D. Tighten electrical connectors and terminals according to manufacturer's published torque - tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A-486B.

3.4 IDENTIFICATION
A. Identify system components, wiring, cabling, and terminals. Comply with requirements for identification specified in plans and details.

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3.5 FIELD QUALITY CONTROL
A. Field Service: Electrician is to be factory-authorized to test and inspect all components.

B. Perform tests and permit inspections through City of Sacramento. Work with City of Sacramento staff to integrate all equipment into the Chargepoint Dashboard, or as approved.

C. Tests and Inspections:

1. For each unit of EV charging equipment, perform the following tests and inspections:
a. Unit self-test.
b. Operation test with load bank.
c. Operation test with EV.
d. Network communications test.

D. EV charging equipment will be considered defective if it does not pass tests and inspections.

E. Prepare test and inspection reports.

3.6 STARTUP SERVICE
A. Perform startup service.

1. Complete installation and startup checks according to manufacturer's written instructions.

3.7 ONGOING MANAGEMENT SERVICES
A. Engage a station manufacturer that offers a service to manage the administration and policies of the electric vehicle charging stations on an ongoing basis.

3.8 SOFTWARE SERVICE AGREEMENT
A. Technical Support: Beginning at Substantial Completion, service agreement shall include software support for the duration of an active ChargePoint Network Service Plan for 5 years.

B. Upgrade Service: At Substantial Completion, remotely update software to latest version. Install and program software upgrades that become available while an active ChargePoint Network Service Plan is maintained. Upgrading software shall include operating system and new or revised licenses for using software.

3.9 OPERATIONS AND MAINTENANCE (O&M)
A. Utilize ChargePoint Station Management Services and ChargePoint Assure Services . Provide Owner's maintenance manual (O&M) to allow adjustment, operation, and maintenance.

END OF SECTION 26 26 53

LANDSCAPE MAINTENANCE SERVICES
GENERAL SPECIFICATIONS AND PROVISIONS

LS20

(April 2020)

City of Sacramento

LANDSCAPE MAINTENANCE SERVICES

GENERAL SPECIFICATIONS AND PROVISIONS

CONTENTS

I. General Provisions
Section 1 Scope of Work I-1
Section 2 Contra ctor Staff I-2
Section 3 Contractor Vehicles I-3
Section 4 Safety I-3
Section 5 Inspection and Oversight I-11
Section 6 Basis for Payment I-12
Section 7 Contractor Communication I-13
Section 8 Maintenance Sites and Descriptions I-14
Section 9 Time Services Rendered I-14
Section 10 Repairs and Extra Work I-16
Section 11 Damage Caused by Contracto r I-17
Section 12 Interference with Public Use I-18
Section 13 Licensing a nd Certifications I-18
Section 14 Key Control I-19

II. Landscape Maintenance Specifications
Section 15 Turf Maintenance II-1
Section 16 Tree, Shrub, and Vine Maintenance II-4
Section 17 Ground Cover Maintenance II-6
Section 18 General Area Maintenance II-8
Section 19 Irrigation II-10
Section 20 Use of Chemicals II-13
Section 21 Sustainability II-16

1 CITY OF SACRAMENTO

LANDSCAPE MAINTENANCE SERVICES GENERAL
SPECIFICATIONS AND PROVISIONS LS20

I. GENERAL PROVISIONS

The City of Sacramento’s Streetscape Main tenance section provides managerial and contract oversight to contractors maintaining safe, sustainable, and aesthetically pleasing streetscapes that enhance and improve the quality of life in the City of Sacramento.

The following standard outlines the scope of services and responsibilities required of the Contractor but may not be inclus ive to the entire scope of services. The specifications outline the quantity and category of work required.

The Nonprofessional Services Agreement (not included here) provides contract requirements such as insurance and licensing standards, code enforcement, hours of work, extra work authorizations, site service specifications, site locations, etc.

SECTION 1. SCOPE OF WORK

Work to be performed comprises general hort icultural maintenance, related integrated pest management (IPM) services, the operation of manual and automatic irrigation, clean- up of landscape areas as designated in t he attached list of locations and, when necessary, repairs of irrigation systems and replacement of plant materials.

Requirements vary by location depending upon the landscaping present.

1.1 The work to be performed shall be by a Landscape Maintenance Contractor, licensed by the State of Ca lifornia with a C27 licensed to do business in the City of Sacramento. Contractor shall have at least two years actual experience in providing landscape maint enance services for large scale commercial and/or governmental agencies. There shall be no subcontracting of any maintenance services or pesticide applications under the Agreement.

1.2 Contractor is solely responsible, without further direction from the Inspector, except as specified herein, to assure all work is being done per specifications.

Owner or Superintendent shall inspect every site weekly for maintenance compliance including irrigation related items, regardless of minimum requirements stated on the Maintenance Performance Schedule.

1.3 The installation and care of plant materials will be in accordance with the techniques as defined in the current edition of the "Sunset Western Garden Book".

Any plant material installed by contractor shall have a minimum 120-day warranty period. This ensures root establishment, health and proper growth but is not limited to the care of the plant thereafter.

2 1.4 Contractor shall be aware of and sha ll comply with all local, County, and State laws and regulations governing landscape maintenance work applicable to individual locations being maintained.

SECTION 2. CONTRACTOR STAFF

Contractor will provide staff able to perform work at the highest standards of horticultural excellence. Key staff shall have current knowledge of best management practices regarding safety, hazardous materials and spill response, plant health, pruning, integrated pest management, pesticide application, and irrigation maintenance and repairs.

2.1 Contractor shall provide a competent full-time management representative available to communicate with the Inspector at all times during normal business hours. The representative must have the authority to represent and act for the Contractor in any matter pertaining to the Agreement. Contractor shall furnish the name and contact information to the Inspec tor prior to the commencement of the contract and further advise the Inspector of any changes. The representative must be capable of communicating effectively with City staff through the use of the English language, both orally and in writing.

2.2 Contractor shall provide a competent field supervisor on-site during all times that work is being perform ed. Contractor shall furn ish the names of all such supervisors to the Inspector prior to the commencement of the contract and further advise the Inspector of any changes. Contractor's supervisors must be capable of communicating effectively, orally, with Cit y staff through the use of the English language.

2.3 The Contractor shall have at least one full-time City designated employee who can competently work on irrigation systems, including the testing, rebuilding and/or replacement of valves, controllers and pipe and main line breaks. This shall include identifying electrical connectivity and location of valves including full operation, programming, and system control of CalSense Smart controllers.

2.4 The Contractor shall have at least one full-time employee who has a Qualified Applicators’ Lic ense or Maintenance Gardener Certificate and who is registered at all times with the Sacramento County Agriculture Commissioner.

Contractor will check each bid to verify if the License is specified over the Certificate, or if either the license or certificate is acceptable. It is the Contractor’s responsibility to keep all licenses, certif ications, and registrations current, with copies on file with the City.

2.5 Contractor shall only furnish worker s who are competent and skilled for work under this contract. If, in the opini on of the Inspector, an employee of the Contractor is incompetent or disorderly, refuses to perform in accordance with the contract specifications, threatens or uses abusive language while on City property, or is otherwise unsatisfactory, that employee shall be removed from all work under 3 this contract (s). Cont ractor shall meet with the Inspector to consider the appropriate course of action with respect to such matters and Contractor shall take reasonable measures under the circumstance s to assure the Inspector that the conduct and action of Contractor's employees will not be detrimental to the interest of the City of Sacramento and/or premises.

2.6 The Contractor shall require each of its maintenance employees to wear uniforms with the Contractor’s company name, proper shoes and other personal protective equipment required by OSHA and CAL OSHA Regulations. If uniform shirts have buttons, they must be buttoned at all times. No advertisements or logos other than the Contractor's shall be on employee’s uniforms. Contractor’s employees shall be neat and clean in appearance at the start of each workday.

2.6.1 ANSI-approved safety vests will be worn at all times while working within the City right-of-way.

2.6.2 OSHA Standard 1910.135 requires employers to ensure that each affected employee wear a protective hardhat when working in areas where there is a potential for injury to t he head from falling objects. Contractor shall wear a protective hardhat when working with City crews and using heavy equipment and or a potential for head injury is present.

SECTION 3. CONTRACTOR VEHICLES

3.1 Contractor vehicles shall be in good condition and shall have the company name and phone number clearly visible to the public at all times.

3.2 Contractor vehicles will be equipped with all proper warning lights, signage, and other equipment necessary to safely work in the City right-of-way. At any time, Streetscapes can recommend additional sa fety equipment be added or reduced for working conditions.

SECTION 4. SAFETY

Contractor shall plan and conduct all work in a manner that will safeguard all persons from injury and shall take all precautions r equired by applicable local, County, State or Federal requirements.

Contractor agrees to accept the sole responsibility for complying at all times with O.S.H.A. and CAL O.S.H.A. Safety Orders, Chapter 12.20 of the Sacramento City Code CLOSURE OF PRIMARY STREETS FOR CONSTRUCTION and the California Manual on Uniform Traffic Control Devices (MUTCD) for lane closures, so as to protect all persons, including employees from foreseeable injury, or damage to property.

4.1 It shall be the Contractor's responsibility to inspect and identify any conditions that render any portion of the maintenance area unsafe, as well as any 4 unsafe practices occurring thereon. The Inspector shall be notified immediately of any unsafe condition that requires correction. Contractor shall be responsible for making routine corrections such as, but not limited to: filling holes in all turf areas, along curbs, sidewalks, and paving, replacing valve box covers, and vehicular and pedestrian visibility and clearance of trees and shrubs. Contractor shall cooperate fully with City in the investigation of any accidental injury or death occurring in the maintenance area, including a complete wr itten report thereof to the Inspector within five (5) days following the occurrence.

4.2 Contractor shall check concrete areas, sidewalks, curbs, brick and retaining walls, etc. for cracks, crevices, gra ffiti and deterioration and shall report any deterioration or graffiti to Inspector immediately.

4.3 It shall be the Contractor's responsibility to supply all safety equipment and to educate their employees in the rules of safety. ANSI-Approved safety vests are to be worn at all times while working in the City right-of-way property.

4.4 Work Affecting the Public Right-of-Way.

Contractor acknowledges and agrees that the safety of motorists, pedestrians, and maintenance crews while working along the City’s transportation corridors is paramount, and Contractor agrees that during the progress of the work, Contractor shall constantly protect and preserve the safety of the public. Contractor shall not unnecessarily cause inconvenience to the public during the progress of the Work and shall minimize the inconvenience ca used by Contractors operations. Such operations include, but are not limited to, work perfo rmed on or adjacent to the work site, traffic lane and pedestrian clos ures and deliveries of material and equipment.

4.4.1 Temporary Traffi c Control Requirements

Contractor shall be solely respons ible for furnishing, installing and maintaining all advance warning signs and devices necessary to safeguard the general public and the work, and to provide for the proper and safe routing of vehicular and pedestrian tr affic during the performance of the work. This requirement shall for the duration of the service or project and shall not be limited to working hours. The use of flagmen, cones, barricades and construction signage shall comply with the current edition of the MUTCD.

4.4.1.1 Work on a median or side of road, with no lane closure:

All work on a median or side of r oad, including mobile maintenance operations such as litter pick-up or walking with a backpack sprayer, the use of advance warning signage at both ends of the work area is 5 required and for any oncoming merging traffic entering into your work zone.

Maintenance activities which requi re time to complete, such as pruning, irrigation testing or repai r, mowing or edging will require in addition to the high-rise warning si gn, cones shall be placed along the curb, spaced according to the MUTCD.

Use of the standard Streetscape Ma intenance temporary traffic control plan is approved.

4.4.2.2 Work on a median or side of road, with lane closure:

Contractor shall submit a traffic control plan showing proposed traffic control measures and detours fo r vehicles and pedestrians a minimum of ten (10) working days prio r to the start of any work that requires the closure of a sidewalk or traffic lane. The traffic control plan shall include the following in formation pursuant to City Code Chapter 12.20:

 The name and business address of the applicant.
 Supervisor on site, contact phone number.
 Date/Dates of Closure
 Working operation of Closure/Working hours

 A diagram showing:

o The location of the proposed work area;
o The location of areas where the public right-of-way
will be closed or obstructed; and
o The placement of traffic control devices necessary
to perform the work.

 The proposed phases of traffic control in a narrative format including a description and dates for the beginning and ending of each phase.

4.4.2.2.1 Contra ctor shall not be allo wed to work until a City-approved traffic control plan is on file with the Inspector.

If the Inspector determines at any time that actual traffic conditions under the approved plan are not adequate to
ensure public safety, the Engineer may require the plan to be immediately modified. If a hazardous condition cannot be eliminated by plan modification, the Inspector may require work under the plan to be stopped, and the plan suspended, 6 until the safety hazard is remedi ed. Contractor shall not be entitled to any costs, damages or extension of Contract time arising from any stop work order issued by the Inspector under this Section.

4.4.2.2 Contractor shall provi de safe pedestrian and disabled access through or around the construction area at all times.

Sidewalk closure shall comply with the “Policy for Sidewalk Closures” established by the City of Sacramento’s Department of Public Works pursuant to federal and state disability access laws and regulations.

Contractor shall provide access to all existing driveways, adjacent parking areas, and buildings at a ll times unless other arrangements are made with the proper ty owner and approved by the Inspector.

Access for emergency vehicles shall be clear at all times.

4.4.2 All Work within pub lic streets and/or right-of-way shall be done in an expeditious manner so as to cause as li ttle inconvenience to the public as possible. Unless otherwise approved, Contractor shall maintain at least one travel lane in each direction at all times on two-way Primary Streets (defined below), and at least two travel lanes at all times on one-way Primary Streets.

The Contractor shall also maintain local property access and access to existing public cross-streets.

4.4.3 On working days, between 6:00 a. m. to 8:30 a.m. and 4:00 p.m. to 6:00 p.m., Contractor shall maintain the number of lanes normally available on all Primary Streets unl ess otherwise approved in writing by the City Traffic Engineer. In addition to the foregoing, on working days, Contractor shall maintain the number of lanes normally available on J Street between Interstate 5 and 16th Street between the hours of 7:00 a.m. and 6:00 p.m. unless otherwise approved in writing by the City Traffic Engineer. All requests for consideration by the City Traffic Engineer shall be submitted thru the Inspector.

4.4.4 “Primary Streets” are defined as any one of the following streets and its adjacent public sidewalk:

3rd St., between I St. & Broadway G St., between 3rd St. & Alhambra Blvd. 5th St. between H St. & Broadway Garden Highway
6th St. between H St. & Q St. H St.
7th St. between G St. & T St. Heritage Lane
8th St. between G St. & Broadway Hornet Dr.
9th St. between G St. & Broadway Howe Ave.
10th St. between G St. & Broadway I St. between 3rd St. & 29th St. 7 11th St. between G St. & Q St. J St.
12th Ave. between Martin Luther King
Blvd. and Sutterville Rd.

Jackson Rd.
12th St. between N 12th St. & W St. Jibboom St.
13th St. between H St. & L St. K St. between 15th St. & Alhambra Blvd. 14th St. between G St. & L St. L St. between 3rd St. & Alhambra Blvd. 15th St. between F St. & Broadway La Mancha Way
16th St. between N 16th St. & Broadway La Riviera Dr.
19th St. between G St. & Broadway Land Park Dr.
21st St. between 4th Ave. & G St. Mack Rd.
24th St. (Knight Way & Meadowview Rd.,
W St. & 2nd Ave)

Main Ave. west of Kelton Way
29th St. between D St. & W St. Marconi Ave.
30th St. between E St. & T St. Martin Luther King, Jr. Blvd. 34th St. between Folsom Blvd. &
Broadway
Marysville Blvd. btwn Del Paso Blvd. &
Bell Ave.

43rd Ave. west of South Land Park Dr. Meadowview Road
47th Ave., city portions between 24th St.
& Stockton Blvd.

Munroe St.
55th St. N St. between 2nd St. & Alhambra Blvd.
65th St. between Folsom Blvd. &
Broadway

North 12th St.
65th St. Expressway between Elvas Ave.
& south city limit

North 16th St.

Alhambra Blvd. between E St. &
Broadwa
y
North B St. between North St. & 16th St.

Alta Arden Expressway Northgate Blvd.

Alta Valley Way Norwood Ave.

American River Dr. between Howe Ave.
& Munroe St.

P St. btwn 2nd St. & Stockton Blvd.

Arcade Blvd. between Marysville Blvd. &
Marconi Ave.

Pocket Road
Arden Way Point West Way
Azevedo Dr. Power Inn Rd.
8 Broadway Q St., between 2nd St. & Alhambra Blvd.

Bruceville Rd. Raley Blvd.

Capitol Ave. between 15th St. & Folsom
Blvd.

Response Rd.

Carlson Dr. Richards Blvd.

Center Parkway Rio Linda Blvd.

Challenge Wy. Riverside Blvd.

College Town Dr. Roseville Rd.

Connie Dr. between Roseville Rd. &
Marconi Ave.

Royal Oaks Dr.

Cosumnes River Blvd. San Juan Rd.

Del Paso Blvd., south of Marysville Blvd. Seamas Ave. , east of Riverside Blvd.

E St., between 27th St. & Alhambra Blvd.

South Land Park Dr.

El Camino Ave. South Watt Ave.

Elder Creek Rd. Sproule Ave.

Elsie Ave. Stockton Blvd.

Elvas Ave., between 56th St. & 65th St. Sunbeam Ave.

Ethan Wy. Sutterville Rd.

Evergreen St. T St., between 34th St. & 39th St.

Exposition Blvd. Truxel Rd.

Fair Oaks Blvd. University Ave., between Campus
Commons Dr. & Fair Oaks Blvd.

Florin Perkins Rd. Valley Hi Dr., between Franklin Blvd. & Mack Rd.

Florin Rd. W St., between 3rd St. & 29th St.

Folsom Blvd. West El Camino Ave.

Franklin Blvd. Windbridge Dr.

Freeport Blvd. Winding Way
Fruitridge Rd. X St., between 3rd St. & Alhambra Blvd.

Greenhaven Dr.

The above definition of “Primary Streets” may be modified at any time upon 9 written notice to Contract or by City, as the City Traffic Engineer deems necessary.

4.4.5 Holiday Season Construction Moratorium

During the holiday season, work requiring any lane closure will be suspended on Holiday Season Moratorium Streets (defined below), unless otherwise approved in writing by the Cit y Traffic Engineer. All requests for consideration by the City Traffic E ngineer shall be submitted thru the Inspector. As used herein, the term “holiday season” means the period of time beginning Thanksgiving Day and ending on the first regular working day following New Year’s Day.

4.4.5.1 No new work that would interfere with traffic during the holiday season shall begin on any Holiday Season Moratorium Streets after November 1. All existing conditions within any Holiday Season Moratorium Streets shall be restored to their original or better condition prior to the start of the holiday season, and all unauthorized steel plates, barricades, and barriers shall be removed from all traffic lanes.

4.4.5.2 Contractor may submit a written request for exemption from the foregoing prohibition to the Inspector, explaining why Contractor should be allowed to work within any Holiday Season Moratorium Streets during the holiday season. The request shall specify the time, date and description of the work to be performed in the Holiday Season Moratorium Streets and the extent of Contractor’s proposed lane and/or sidewalk closure. The Inspector will decide whether to forward the request to the Engineer or deny such request, in whole or in part, in the Engineer’s sole discretion.

4.4.5.2 “Holiday Season Moratorium Streets” are defined as follows:

12th Ave., between Martin Luther King, Jr. Blvd and Sutterville Rd. 21st St., between 4th Ave. and G St.
24th St., between Knight Wy. and Meadowview Rd. and W St. and 2nd Ave.
55th St., south of Fruitridge Rd.

Alta Arden Expressway
Arden Wy.

Broadway
Challenge Wy.

Del Paso Blvd., south of Marysville Blvd.

El Camino Ave.

Ethan Wy.
10 Evergreen St.

Exposition Blvd.

Fair Oaks Blvd.

Florin Blvd.

Folsom Blvd.

Franklin Blvd.

Freeport Blvd., within one block of all its side streets, between Broadway and Blair Ave.

Fruitridge Rd., between Rickey Dr. and 59th St.

Greenhaven Dr., between Havenhurst Dr. and Windbridge Dr.

H St.

Heritage Ln.

Howe Ave.

J St.

La Mancha Wy.

Mack Rd.

Marconi Ave.

Marysville Blvd., between Del Paso Boulevard and Bell Avenue Meadowgate Wy., between Munson Wy. and Franklin Blvd.

Meadowview Rd.

Munson Wy.

Natomas Blvd.

Northgate Blvd.

Point West Wy.

Power Inn Rd.

Response Rd.

Royal Oaks Dr.

San Juan Rd.

Stockton Blvd., and w/in one block of all its side streets from Perry Ave. to the south city limits
Truxel Rd.

Valley Hi Dr. north of Wyndham Wy.

West El Camino Ave.

The above definition of “Holiday Season Moratorium Streets” may be modified at any time upon written not ice to Contractor, as the City Traffic Engineer deems necessary.

4.4.5.3 In addition to the above-listed streets, no work shall be performed during the holiday season on any street in the area bound by the American River on the nort h, the Sacramento River on the west, one block south of Broadway on the south, and 34th Street on the east, without obtaining permission in writing from the City Traffic Engineer.

All requests for consideration by the City Traffic Engineer shall be submitted thru the Inspector.

11 SECTION 5. INSPECTION AND OVERSIGHT

Each streetscapes maintenance cont ract will be managed by a Streetscapes Maintenance Inspector. The inspector prov ides the principal contract management and monitoring function and is the primary contact point for communications between the City and the Contractor.

The Inspector will ensure compliance with the contract documents, observing work both during progress and upon completion. The Inspector will make routine independent inspections of all sites maintained by the Contractor, which may or may not be announced and do not require the presence of the Contractor. Inspections shall be both visual and operational. In addition, the Streetscape Maintenance Inspector may call for the Contractor to meet on site for a walkthrough inspection. The Streetscape Maintenance Inspector will schedule such meetings at the discretion of the City.

5.1 Inspection Reports.

The Inspector will prepare a “Landscape Ma intenance Inspection Report", with a performance rating. Ratings will reflect work performance of Contractor at the site locations under the terms and conditions of this contract. The inspection report may include comments with recommendations for improvements, but it does not take away the contractor’s responsibility to maintain each site per contract specification and to the satisfaction of t he City. Problem areas are to be acted upon promptly and corrective action taken, as applicable.

5.1.1 Inspection reports will be prepared in two copies. The Inspector will establish a schedule for the Contractor to pick up their copy from the Streetscapes Maintenance Office and sign the City’s copy, acknowledging receipt. Failure to retrieve the Contractor’s copy of an inspection report will not relieve the Contractor of their responsibility to correct all noted problem areas in a timely manner.

5.1.2 The inspector will give the contra ctor an opportunity to correct or replace nonconforming deliverables or services, when this can be accomplished within the required delivery schedule. Correction or replacement will be without additional cost to the city.

5.1.3 The inspector will not consider the services complete until all unacceptable performance has been co rrected. The value of the contractor’s non-performance will be deducted from any money due the contractor. The inspector will document in the contract file the basis for any amounts withheld.

5.2 Failure to Perform.

12 If the Contractor fails to perform in a ccordance with the terms and conditions of this contract, the Inspector will doc ument the deficiencies on the "Landscape Maintenance Inspection Report" form or via email, which will serve as written notice to the Contractor.

5.2.1 A rating of “Needs Improvement” will require the Contractor to correct the stated deficiency(s) within seven calendar days, or as otherwise specified by Inspector.

5.2.2 A rating of “Unsatisfactory” will r equire the Contractor to correct the stated deficiency(s) within 48 hours, or as otherwise specified by Inspector.

After two consecutive “unsatisfactory” ratings for any area within a contract, a “Failure to Comply” letter may be issued and the equivalent of two week’s maintenance fees will be deducted from the monthly service fee.

5.2.3 A “Failure to Comply” rating r epresents a final notice. The City may choose to terminate the Agreement, or, at the discretion of the Inspector, may allow the Contractor to correct deficiencies within 24 hours. Failure to correct deficiencies within 24 hours will re sult in contract termination. The termination may result in the C ontractor being considered “Non- Responsible” during subsequent bid eval uations, for a period of up to one year.

5.2.4 A Contractor receiving more t han two “Unsatisfactory” ratings within a 90-day time span may be issued a “Fa ilure to Comply” letter. If two “Failure to Comply” letters are issued within a 180-day period, the City may terminate the Agreement. The termination will cause the Contractor to be considered “Non-Responsible” during subsequent bid evaluations, for a period of up to one year.

5.2.5 Any Contractor receiving two “F ailure to Comply” letters within a contract year may be considered “Non-Responsible” during subsequent bid evaluations, for a period of up to one year.

SECTION 6. BASIS FOR PAYMENT

The city pays for results only. The inspector will not consider the services complete until all unacceptable performance has been corrected. The value of the contractor’s non- performance will be deducted from any money due the contractor. The inspector will document in the contract file the basis for any amounts withheld.

6.1 The Contractor will subm it a monthly invoice for maintenance services rendered. Upon receipt, the Inspector will re view the Contractor’s invoices and supporting documentation. Before authorizing payment, The Inspector will ensure the Contractor has adequately demonstrated the satisfactory delivery of services 13 as agreed to in the Agreement. The Inspec tor will also verify that rates for the contractor are as stated in the Agreement.

6.2 If the services received are not acc eptable or not in accordance with the contract terms, the Inspector will only authorize payment for those services received that are in accordance with the contract terms and conditions. The Inspector may withhold payment for all other charges until the contract terms and conditions have been met.

6.3 In the event of termination, the City shall be responsible only for payment of those services performed and accepted by the City prior to the date of termination; and Contractor may at the City’s option, be held liable and assessed for any and all costs associat ed with repair and/or to bring all contract sites to a state of good repair, to a satisfactory c ondition, and for the re-procurement of the contract services.

SECTION 7. CONTRACT OR COMMUNICATION

7.1 Contractor shall provid e the City with an emergency contact list identifying the names, positions held, and phone numbers of key maintenance personnel, including mobile numbers.

7.1.1 The Contractor shall main tain a 24-hour emergency phone number where they be reached with no more than a fifteen minute delay in call back time. Once notified, contractor shall respond to an emergency within thirty minutes. Failure to respond to the Inspector’s call within the fifteen minute time requirement may result in the In spector calling another contractor to respond to the emergency call. Contract or shall be billed or have monies deducted for the cost of calling another Contractor to respond to the emergency. Non-Emergency telepho ne calls within reason should be returned as a courtesy no later than 2 business days.

7.1.2 The City emphasizes use of electronic forms to communicate work orders to the Contractor. Contractor is further required to maintain at least one active email address, to rece ive any correspondence from the Inspector. Contractor is required to regularly check for incoming messages and respond by not later than 12:00 p.m. the next business day.

7.2 Contractor will attend meet ings and site inspections, as requested by the Inspector.

SECTION 8. MAINTENANCE SI TES AND DESCRIPTIONS

Specific sites are delineated in the Main tenance Performance Schedule of individual contract bid documents.

14 8.1 It is the Contractor’s responsibility to examine all sites to be maintained prior to submitting a bid. The City recommends and encourages a pre-bid drive with the area Inspector to visit locations and gai n expectations prior to bidding. The Contractor will be initially accepting each service area in their present physical condition. The submission of a bid or quote shall be conclusive evidence that the Contractor has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and quantities of the work to be performed, materials to be furnished, and as to the requirements of the Agreement. No further demands may be made by the Contractor for additional service fees due to the lack of understanding concerning the specifications and scope of work described herein.

If the site is not in a stat e of satisfactory condition at the time of bid award, the Contractor will submit a schedule to bring sites to a satisfactory condition within thirty days.

8.2 The City reserves the right to add, delete, or change sites and/or maintenance services required during the te rm of a contract. To the extent that any such modifications may alter the specifications in the agreement, the City will evaluate the need to amend the contract. If the changes result in an increase or a reduction in the maintenance costs of the contract, sa id costs will be adjusted, mutually agreed upon by the City and Contractor, and incorporated into the amendment.

8.3 Thirty days before the ex piration of a contract, th e Inspector may deem it necessary to conduct an exit pre-inspection in order to assure all sites within the contract are satisfactory and per contract specifications and the contractor will be notified of any deficiencies. The Contractor may be held financially accountable, with a possible deduction or withholding of final payment if contract sites are not in a satisfactory condition at the end of contract. Factors considered will include, but not be limited to, plant health, pruning st andards met, proper function of all irrigation systems, and weed and litter/debris accumulation.

SECTION 9. TIME SERVICES RENDERED

The services will be provided as required by the Maintenance Performance Schedule.

Specific date(s) will be mutually agreed upon by the Contractor and the Inspector.

9.1 The Contractor shall submit a proposed servic e schedule for each site within fourteen days after award of the contract.

9.1.1 The schedule must indicate the specific(consecutive)day(s) of the week and approximate hours when each site will be serviced. The schedule will also include the day irrigati on testing will be performed and the approximate time irrigation test will be in progress.

9.1.2 Contractor shall co nduct the work required in such manner as to cause the least amount of interference to the public. The Contractor shall 15 conduct weekday operations between the hours of 7:30 a.m. and 4:00 p.m.

Services shall not commence on Primary Roadways or adjacent sidewalks until after 8:30am.

9.1.3 The Inspector will review and approve the schedule or request changes. Any modification of the established service schedule is subject to approval by the Inspector.

9.1.3.1 Permanent changes to the Contractor’s service
schedule shall be in writing and turned into the Inspector at least one week prior to change taking effect.

9.1.3.2 The Inspector shall be notified of any temporary change to the service schedule by no later than 7:30 AM the morning of the scheduled change. Failure to notify Inspector of service day change by 7:30 a.m., may result an unsatisfactory rating for the week.

9.1.4 If a scheduled service day falls on a Federal, State or City holiday, Contractor must provide scheduled serv ice within two days before or after the holiday. Work is to be suspended on the holidays as listed below:

o New Year’s Day- operations close by 12pm on January 31 st and all day January 1 st
o Dr. Martin Luther King Jr. Day- 3 rd Monday in January o President’s Day- 3 rd Monday in February
o Cesar Chavez Day- March 31 st
o Memorial Day- Last Monday in May
o Independence Day- July 4
th
o Labor Day- 1 st Monday in September
o Veteran’s Day- November 11 th
o Thanksgiving Day
o Christmas Day- operations close by 12pm on December 24 th
and all day December 25 th

9.1.5 Contractor shall not perform certain operations, particularly during periods of inclement weather, which may destroy or damage ground cover, athletic/turf areas, trees or shrubs. Any debris or litter which collects as a result of inclement weather or flooding, shall be removed upon rain patrol from the servicing Contractor on scheduled service day and during the next scheduled service day. Inclement weather does not release the Contractor’s responsibility to provi de service during the week as required by the Maintenance Performance Schedule.

16 9.1.6 In the event of a service delay caused by equipment failure, Contractor shall notify the Inspecto r immediately. All service will be completed within two days of said failure, unless otherwise approved by the Inspector.

9.1.7 Any failure to provide a schedul ed service within the service week, without prior approval from the Inspec tor, will result in a deduction of payment for not providing a complete service.

9.2 Contractor shall perfo rm the required maintenanc e services between the hours of 7:30 a.m. and 4:00 p.m., Monday through Friday. On Primary Streets, the hours shall be 8:30 a.m. and 3:30 p.m. Contractor may request to work on Saturdays only with prior approval of Inspector. Saturday work will not be authorized for unsatisfactory performance or failure to deliver complete service on scheduled day.

SECTION 10. REPAIRS AND EXTRA WORK

10.1 The Inspector may authorize the Cont ractor to perform additional work, including but not limited to, repairs and replacements when the need for such work arises. Should such repairs or replacements be necessary as a result of Contractor's negligence, Contractor will be responsible for completing such repairs or replacing damaged property at no additional cost to the City.

10.2 Contractor may not change the regular service schedule or work force to do unscheduled/extra work unless authorized by the Inspector.

10.3 In order to be considered for repair ma intenance work projects, both in and outside of their contracted sites, the Cont ractor must maintain their contracted maintenance sites in a manner that meets or exceeds City Standards for landscape maintenance. In all ca ses, standards will be determined by the Inspector.

10.4 Should a lane closure be required for repair maintenance work; cost of permit and equipment shall be detailed in the estimate. No percentage mark-up shall be added to equipment rental fees. Notwithstanding the above authorization, when a condition exists wherein there is imminent danger of injury to the public or damage to property, the Inspector may verbally authorize the work to be performed upon receiving a verbal estimate from the Contractor.

10.5 All repair work shall commence on t he specified date established through communication with your area inspector and Contractor shall proceed diligently to complete said work within the time allott ed. All replacements of plant material or irrigation components shall be the same like and kind as what is missing or needed to be replaced, unless authorized by the Inspector. Upon request, Contractor shall submit highlighted copies of receipts fo r materials purchased. Receipts shall be 17 turned in with Contractors invoice for said repair and replacements.

10.6 Inspector shall authorize in writi ng, any additional maintenance repairs, prior to work being done. Contractor will submit a written quote, on a city approved “Repair Work Request form” detailing ma terials and labor charges used for maintenance repairs. When applicable, a USA ticket number, copy of ticket and dates shall be provided in writing to t he inspector. The Inspector will generate a work order number which will authorize the Contractor to proceed with the work and to then submit an invoice for work per formed. All invoices submitted must include:
 Invoice Number (not to be re-used/duplicated in series)  Contract Name and Site Name
 Valid Purchase Order Number
 Work Order Number
 Description of Work Performed
 Valid date on invoice reflecting date sent to City for payment

SECTION 11. DAMAGE CAUSED BY CONTRACTOR

11.1 Any damage to either the City or private property which was caused by the Contractor shall be repaired or replaced at the Contra ctor's expense and to the City’s satisfaction. Damages may be the result of, but not limited to:

11.1.1 Power equipment damage to trees, shrubs, turf and sprinklers.

11.1.2 Pruning methods not consistent with City specifications.

11.1.3 Over-watering or under-watering of plant materials.

11.1.4 Failure to make irrigation inspections, adjustments and repairs within schedules specified.

11.1.5 Chemical overspray or leaching, or lack of chemical control.

11.1.6 Failure to report or allow plant material to decline to a state of poor appearance as deemed by the Streetscapes team.

11.2 All repairs or replac ements shall be completed in accordance with the following maintenance practices:

11.2.1 Trees - Minor damage such as bark loss from impact of mowing equipment shall be checked by the City Inspector. If in the Inspector’s judgment the damage is such that it will stunt or weaken growth, the tree will be removed and replaced at Contractor’s expense as calculated by the City’s Urban Forester.

18 11.2.2 Shrubs - Minor damage may be corrected by appropriate pruning. Major damage shall be corrected by removal of the damaged shrub and replacement to comply with the specific instructions of the Inspector. It will be under the direction of the Streetscapes team on the severity of the damage.

11.2.3 Chemicals - All plant damage resulting from chemical operation, either spray-drift or late ral-leaching, shall be corrected in accordance with the aforementioned ma intenance practices and the soil reconditioned to ensure its ability to support plant life.

11.2.4 Irrigation Parts – All Irri gation parts shall be repaired and replaced with same brand of like type and kind or as approved by the Inspector.

SECTION 12. INTERFERENCE WITH PUBLIC USE

Contractor shall not interfere with the public use of the City property and shall conduct its operations as to offer the least possible obs truction and inconvenience to the public or disruption to the peace and quiet of the area within which the services are performed.

Should services be limited, it is the duty of the Contractor to report interferences to the Inspector.

12.1 Contractor shall not post signs or advertising material upon any work site, unless prior approval is obtained from the Inspector.

12.2 Contractor shall remove all advertisements and election signs from the work site, including utility poles and trees, regardless of size or type, each time site is serviced. Contact Inspector regarding wo od signs installed in the ground by developers to advertise house sales prior to removal.

SECTION 13. LICENSING AND CERTIFICATIONS

13.1 All maintenance and repair services shall be performed by a licensed Landscape Maintenance Contractor. At a minimum, the Contractor must possess the following licenses and certifications:

 State of California C27 – Landscaping Contractor License

 State of California Department of Pesticide Regulation Qualified Applicator License.

 State of California Agricultural Pest Control Business License

 City of Sacramento Business Operations Tax Certificate

19  State of California D epartment of Industrial R egulations Public Works Contractor Registration

Additional licenses and/or ce rtificates may be required by the City, as specified in individual contract documents.

13.2 Contractor shall maintain all requir ed licenses and certificates throughout the duration of the contract. Failure to maintain required licenses and certificates may result in suspension of work and/or termination of the contract, at the City’s discretion.

SECTION 14. KEY CONTROL

Contractor shall be responsible for the proper use and safekeeping of all keys issued by the City under an Agreement. Lost or stolen keys shall be reported immediately to the Inspector. Contractor shall reimburse the City for the cost of replacing keys and/or the re- keying of all keyed alike locks. Upon expiration or termination of the Agreement, all keys received by the Contractor shall be accounted for and returned to the City. 1 CITY OF SACRAMENTO

LANDSCAPE MAINTENANCE SERVICES GENERAL
SPECIFICATIONS AND PROVISIONS LS20

II. LANDSCAPE MAINTENANCE SPECIFICATIONS

City contractors provide landscape mainten ance on medians, at special district-funded streetscape locations, and at public facilities and parking lots on a contractual basis, using best management practices. Scheduled ma intenance includes mowing; edging; weeding; debris and litter control; pesticide and fertilizer applications; mulching; and plant pruning, removal, and replacement along with bi-monthly irrigation system testing and adjustment. Irrigation systems are maintained to provide maximum coverage and water conservation, in accordance with the City of Sacramento Water Or dinance and industry guidelines. In addition, plant ings and irrigation components ar e repaired or replaced in the case of auto accidents, vandalism, and other unforeseen causes.

Contractors are encouraged to employ su stainable landscape management practices, whenever practicable, including, but not lim ited to, integrated pest management, plant material debris recycling, low water volume irrigation, composting, and use of mulch and compost.

SECTION 15. TURF MAINTENANCE

15.1 Turf Mowing

Mowing operations shall be performed in a manner that ensures a smooth surface appearance throughout the year.

15.1.1. All turf will be mowed wit h professional quality mulching mower equipment. Pricing assumes t hat bagging and removing clippings will be required only when ex cessive leaf debris is present, turf is too long to mulch, or when moisture conditi ons are too high to allow effective mulching without substantial clumping of turf debris.

15.1.2. Prior to each mowing, remove all litter and debris from lawn areas. Formal turf areas shall be mowed per the schedule below and maintained at a height of no less than two inches (2”) and no more than four inches (4”). Coordinate mowing schedules with the Inspector. Maintain a uniform lawn height, free from scalping. Where feasible, or as requested, alternate mowing direction with every mowing. Precautions shall be taken to prevent rutting, damage to trees, shrubs and sprinklers.

15.1.2.1 Hard fescue areas will be mowed two times per year, or as specified per site, and all c lippings will be removed from site and disposed of at an appropriate landfill.
2 15.1.2.2 Non-irrigated native gr ass areas will be mowed three times per year, or as directed by the Inspector per the site performance pages.

15.1.3. The Inspector and Contractor will evaluate and determine any areas that require baggi ng and removal of clippings on a regular year- around basis.

15.1.4. Contractor is responsible for any damages incurred as a result of mower damage to turf, irrigation components, trees and shrubs and must repair or replace any such damage at no cost to City. Ten (10) foot clearance maintained around tree wells are encouraged to minimize such damage.

15.1.5. Clippings will be swept or bl own from hardscapes after each mowing. Sweeping is encouraged when feasible or as directed by City Staff.

15.2 Turf Edging and Trimming

15.2.1. Mechanically trim all land scape turf edges with each mowing.

Edges include all formal lawn perimet ers and tree wells in lawn areas.

Clean debris from hardscapes and non-turf landscape areas, remove larger debris.

15.2.2. Trim all formal lawn areas that cannot be reached by a mower.

Areas to be trimmed incl ude any lawn adjacent to poles, signs, bollards, trees, utility boxes, walls and all other obstacles. Perform trimming to the same height as mowing. Clean debris from hardscapes and non-turf landscape areas, remove larger debris.

15.2.3. Contractor is responsible for any damages incurred as a result of trimmer and edger damage to trees an d shrubs and must repair or replace any such damage at no cost to City. Properly maintained tree wells are encouraged to minimize such damage.

15.3 Turf Fertilization

15.3.1 Use applications of slow rel ease fertilizers that are a complete pellet type, with appropriate amounts of nitrogen, phosphorous, potassium and trace elements during the gro wing season of March through September. Use cool season fertilizer October through February. All such applications must be approved and verified by the Inspector. No use of a combo weed, and feed is allowed.

3 15.3.2 The Contractor shall prov ide an annual fertilization schedule, listing proposed materials of a minimum mid-range quality, application rates and application times to the Inspector. The Contractor shall notify Inspector twenty four hours in advance of the actual fertilizer application.

15.3.3 Contractor shall include copi es of receipts for purchase of fertilizer applied with the next monthly invo ice. Failure to submit receipts may result in a deduction in payment for the application and reapplication.

15.3.4 Contractor shall only apply fertilizer when the soil is sufficiently wet to immobilize the fertilizer and prevent run off. Fines can be issued for environmental impacts to our waterwa ys. With advance written request to the City Inspector, contractor ma y apply manual irrigation to ensure penetration if needed. Contractor must remain on-site and monitor surface flow.

15.4 Turf Weed, Pest, and Disease Control

15.4.1 Use cultural methods (mulch mow, fertilize, aerate, irrigate) to minimize weed cover on all turf. When necessary, selective weed killers will be used to
maintain a weed-free appearance. Turf pre-emergent
applications shall be applied bet ween February and May to control broadleaf weeds and crabgrass as weather allows. Use of an additional broadleaf herbicide application may be required by the Inspector if additional weed control is needed. Extreme caution shall be used to avoid damaging any other plants when selective weed killers are used.

15.4.1.1 Hard fescue areas shall also be maintained to present a weed-free appearance. Weeds shall not be allowed to exceed four inches (4”) in height. Contractor shall use a pre-emergent weed control method upon notification to t he Inspector. Contractor may use other chemical controls fo r weeds, insects, and fungus, with approval of the Inspector. Cont ractor shall be required to hand pull weeds upon direction of the Inspector.

15.4.2 Monitor all turf areas for infestation harmful insects. Use cultural and mechanical means for contro l, including reducing irrigation in fall, fertilizing to outgrow damage, and aerating in spring to reduce larvae population. Apply pesticides only to specific areas where insect infestations have been identified by t he Contractor and pose significant risks to the health and appearance of turf. Us e health and environmental hazard information to choose most effective and least hazardous product.

15.5 Turf Aeration
Turf aeration is included as part of the contracted maintenance service, as specified in the Maintenance Performance Schedule.

15.5.1 Aeration of all turf areas shall be done by using a device that removes cores to a depth not less than two inches (2”) and not more than 4 six inch (6”) spacing and shall be done three days prior to fertilizer application.

15.5.2 All cores shall be removed from the turf and disposed of off- site or thoroughly pulverized within twenty-four hours after aerating.

15.6 Turf Renovation

15.6.1 Vertical mowing, or mec hanical thatch removal, may be included as part of the contracted maintenance service, as specified in the Maintenance Performance Schedule or a quote may be solicited by the City as extra work. Specific requirements will be included in the request for quote/bid.

15.6.2 Over-seeding may be incl uded as part of the contracted maintenance service, as specifi ed in the Maintenance Performance Schedule or a quote may be solicited by the City as extra work. Specific requirements will be included in the request for quote/bid.

SECTION 16. TREE, SHRUB, AND VINE MAINTENANCE

15.1 Fertilization

Trees, shrubs, and vines shall be fertilized, according to the Maintenance Performance Schedule, with a complete, pellet type fertilizer, with appropriate amounts of nitrogen, phosphorus, potassium and trace elements and approved by the Inspector.

15.1.1 Contractor shall only apply fertilizer when the soil is sufficiently wet to immobilize the fertilizer and prevent run off. Fines can be issued for environmental impacts to our waterways. With advance written request to the City Inspector, contractor ma y apply manual irrigation to ensure penetration if needed. Contractor must remain on-site and monitor surface flow.

16.2 Weed, Pest, and Disease Control

16.2.1. Use cultural methods (mul ch, proper pruning, and proper irrigation) to encourage plant health and growth and discourage weeds.

Keep planter beds and tree wells free of weeds and debris on a rotational basis, weekly throughout the year by hand pulling or other mechanical means. Entire site shall be weeded by hand or mechanical weeding methods that remove the roots at l east once monthly. Ground covers are 5 to be trimmed as often as necessary, so they are kept back a minimum of six (6) inches of sprinklers, walkways or outside any of the planters.

16.2.2 Pre-emergent and herbicides shall be used to control weeds in all landscaped areas. Contact the Inspector with any alternative methods of weed control to reduce chemical app lications. Contractor is responsible for watering methods and staying consistent with water conservation restrictions.

16.2.3. Control of major disease and insect infestations for trees, shrubs and ground covers is not a par t of the contract work and is considered an Additional Service. Regularly monitor all plant material and immediately notify the Inspector of any need for such control. Contractor is responsible for any damage to plant materi al incurred as a result of failure to immediately notify Inspector of correctable disease and/or insect problems, and Contractor must repl ace any such damaged plant material at no additional cost to City.

16.3 Pruning

16.3.1. Trees are maintai ned by staff and contract ors of the City’s Urban Forestry Section.

16.3.1.1 Broken, hanging branches that pose a hazard to the public below fourteen (14) feet shall be remo ved immediately by Contractor. If broken and hanging limbs are above fourt een (14) feet Contractor shall notify the Inspector immediately. Small tree limbs and hangers posing danger to the public shall be reported immediately so they can be reported to the City Urban Forestry section for removal.

16.3.2 Pruning of shrubs, and vines must only be performed by trained personnel in accordance with accepted horticu ltural practices. Prune to enhance the natural growth and shape of plant materials and intended function of the planting. The site is int ended and shall have the palate kept separated as to not allow plants to grow into one another. Shearing is only permitted for formal hedges. Prune back branches as needed when in terfering with walks, buildings, signage, fire control utilities, site lighti ng, security/safety visibility, and vehicular circulation. Irrigation heads should always be allowed to properly pop up and irrigate landscape properly at all times. Prune dead and broken branches quarterly and more frequently as required.

16.3.2.1 Prune hedges and shr ubs from top to bottom. Height shall not exceed 8 feet (8’) and shall vary upon Inspectors request based upon site conditions. Prune one year of growth back from curb, sidewalk, or below top of fences and walls.

6 16.3.2.2 Remove all dead, diseased and unsightly branches from shrubs on medians. Remove all vines or other growth as it develops within the shrubs/hedge. Any runners that start to climb buildings, shrubs or trees shall be pruned out of these areas. Vines that cover sound walls are not to be removed unless directed to do so by Inspector. All dead shrubs shall be removed. Notify Inspector prior to removal.

16.3.2.3 Restrict growth of hedges and shrubs to areas behind curbs and walkways and within planter beds by trimming. On medians, shrubs shall be maintained below twenty-four ( 24) to thirty-six (36) inches, as measured from the roadway, at all times fo r visibility and safety or lower if specified in the Performance Schedule. Measurements shall be determined from Traffic Engineering tables and directed by Inspector. All pruning cuts shall be smooth, leaving no stubs exposed. Ragged or chewed appearance is not acceptable.

16.3.2.4 Vines along walls shall be k ept twelve inches (12”) below the top of wall and pruned towards wall as to prevent vine separation from the wall. All pillar and end caps and fixed signs on wall shall be kept clear and pruned for clear appearance at all times.

16.3.2.5 Pruning Frequency: Four to six times per year, or more often, as needed, dependent upon the growth patte rns of the plant species and location in question.

16.3.2.6 Contractor sha ll prune all plants on a site within a two- week period, or as authorized by the Inspector. Contractor shall not exceed one month to complete all
pruning operations for t he contracted maintenance
area once started, unless extended by the Inspector.

SECTION 17. GROUNDCOVER MAINTENANCE

17.1. Fertilization

Groundcover shall be fertilized, according to the Maintenance Performance Schedule, with a complete, pellet type fertilizer, with appropriate amounts of nitrogen, phosphorus, potassium and trace elements and approved and verified by the Inspector.

17.1.2 Contractor shall only apply fertilizer when the soil is sufficiently wet to immobilize the fertilizer and prevent run off. Fines can be issued for environmental impacts to our waterways. With advance written request to the City Inspector, contractor ma y apply manual irrigation to ensure penetration if needed. Contractor must remain on-site and monitor surface flow.

7 17.2 Weed, Pest, and Disease Control

17.2.1 Use cultural methods (mul ch, proper pruning, and proper irrigation) to encourage plant health and growth and discourage weeds.

Keep planter beds and tree wells free of weeds and debris on a regular basis, weekly throughout the year by hand pulling or other mechanical means. Entire site shall be weeded by hand or mechanical weeding methods that remove the roots at least once monthly.

17.2.2 Pre-emergent and herbicides shall be used to control weeds in all landscaped areas. Contact the Inspector with any alternative methods of weed control to reduce chemical applications.

17.2.3. Control of major disease and insect infestations for trees, shrubs and ground covers is not a par t of the contract work and is considered an Additional Service. Regularly monitor all plant material and immediately notify the Inspector of any need for such control. Contractor is responsible for any damage to plant materi al incurred as a result of failure to immediately notify Inspector of correctable disease and/or insect problems, and Contractor must replace any such damaged plant material at no additional cost to City. Minor in festation and measures to control is part of the contractor responsibility. Contractor shall have the ability to identify and monitor/treat such pest such as spider mites, beetles, ants and black widow in irrigation assets and plant assets, etc.

17.3 Pruning

17.3.1 Ground covers are to be tri mmed to maintain a 3” clearance from back of walk and/or curbing at all times. They are not to meet or grow over walkways or outside any of the planter curb lines. Ground cover shall be clearly pruned away fr om irrigation heads for proper coverage and function. All utility, irrigation and other boxes/lids are to be cleared around and exposed for accessibility at all times.

17.3.2 Prune ground cover a minimum three (3) times a year to maintain at an even/ level and consist ent height. Cut long branches down to the main growing height of the plant.

SECTION 18. GENERAL AREA MAINTENANCE

8 All areas shall be kept free of all litter and l andscape debris. Contractor shall inspect all landscape and remove all litter and debris in concurrence with the scheduled service day.

18.1 Landscape Debris Removal

Any accumulation of leaves and fallen branches, such as under plants, along curbs and next to fences/walls shall be removed and disposed of each time a site is serviced. Some sites may require additional service during leaf season, or as directed by the Inspector at no additional cost to the City.

18.2 Trash Removal

All trash, including paper, glass, and other accumulated rubbish from landscaping beds, turf areas, and next to fences/walls will be collected and removed each time a site is servic ed, including periods of inclement weather. This is to include all hard scape islands within contract and the turn lane pockets.

18.3 Disposal of Trash and Debris

All trash and landscape debris collected as a result of Contractor’s operations shall be removed from the maintenance sites immediately following such operations and is to be properly disposed of in an appropriate landfill.

18.3.1 Biodegradabl e landscape debris, including turf clippings (limited to only those times when mulch mowing is not possible), leaves, branches, annual s, dead plant material, etc.) should only be disposed of in green waste or yard refuse recycling facilities. Acceptable sites include topsoil producing facilities and/or other facilities, which utilize yard waste for landscape purposes. No biodegradable material should be disposed of as garbage, except noxious weed debris.

18.3.2 Trash and landscape debris will not be disposed of in neighboring residential or commercial receptacles or bins, or left in the roadway.

18.3.3 The Contractor is solely responsible for the cost of transportation and dumping fees associated with disposal.

18.3.4 It shall be the Contra ctors responsibility to properly train employees who will work within the City of Sacramento’s Right- of-Way to properly dispose of bio-hazardous waste materials according to standard set forth in the City of Sacramento Injury Illness Prevention Program . Items related to the 9 conditions of this contract include but are not limited to, clean-up of displacement camps as well as excessive trash removal. Additionally, the proper extraction and disposal of all hypodermic needles are to be placed into a properly labeled sharps containers and disposed of according to the guidelines de scribed in the California Code of Regulations (CCR) Title 8, Section 5193, Bloodborne Pathogens. All soiled items, which may or may not contain bodily fluids, feces and/or other items as evaluated by the Inspector, shall be disposed of in a manner that is compliant with Cal/OSHA guidelines. All workers who have the potential of exposur e to blood or other potentially contaminated materials are covered under this standard. These materials include but are not limited to:
 Blood
 Feces
 Vomit
 Semen
 Vaginal Secretions
 Cerebrospinal Fluid
 Synovial Fluid
 Pleural Fluid
 Pericardial Fluid
 Amniotic Fluids
 Any bodily fluid contaminated with blood
 Unfixed Human Tissue
 Unfixed Human Organs, etc.

18.4 Sidewalks, Gutters, and Other Paved Areas

18.5.1 Sidewalks, gutters, and pav ed areas shall be cleaned of dirt or soil that might be washed from adjacent slopes or planted areas as required and shall be kept free of all tree generated debris such as leaves, cones, seed pods and limbs.

18.5.2 All plant growth shall be prev ented in any cracks, in curbs, or in street gutters. Edging will be accomplished to prevent encroachment onto sidewalks.

18.5.3 All street gutters shall be kept free of leaves on a weekly basis

18.5.4 Contractor shall report any hazardous sidewalk condition (i.e., raised lip, cracking) to the Inspector.

18.6 Leaf Blower Operation

Blowing of debris from sidewalks, hardsc apes, or landscape areas into the street gutters or into streets is pr ohibited. The City can at any time restrict or forbid a Contractor from using blowers and update ordinances that must be followed. Any 10 use of portable gasoline-pow ered leaf blowers must conform to the following restrictions and upon direction Contract or may be requested by Inspector to eliminate use of blowers on site:

18.6.1 Use of portable gasoline-pow ered leaf blowers within 200 feet of any residential property is restricted to the hours of 9:00 a.m. to 6: p.m., Monday through Saturday and 10:00 a. m. to 4: p.m., on Sunday and holidays.

18.6.2 Portable gasoline-power ed leaf blowers cannot exceed 70 dBA when used within 200 feet of any residential property and may require mufflers or other modifications to meet the 70 dBA limit. Blowers purchased after November 15, 1995 cannot exceed 65 dB’s when used within 200 feet of any residential property.

18.6.3 Use of portable gasoline-pow ered leaf blowers more than 200 feet from any residential property is not restricted.

SECTION 19. IRRIGATION

19.1 General Irrigation Systems Operation

19.1.1 Contractor is responsible for providing a staff completely trained and familiarized with the setup, monitoring and maintenance of the irrigation system at Contracted sites.

19.1.2 Contractor is responsible for understanding the capacities and capabilities of the irrigation system and ensuring that system modifications do not cause landscape water demand to exceed the hydraulic capacity of the system.

19.1.3 Contractor will establish appropriate time intervals for each valve zone in the irrigation systems and adjust during the operating season as necessary.

19.1.3.1 All irrigation system operation will comply with the Sacramento City Code, Chapter 13. 04, Article XI, Outdoor Water Conservation.

19.1.3.1.1 Irrigation system s must be programmed to
conform to the odd/even days for watering. Sites north of Interstate 80 Freeway are considered odd numbered
addresses and will be watered on Tuesdays and Saturdays.

South of the Hwy 80 Freeway are considered even numbered addresses and will be watered on Wednesday, and Sunday. 11 No watering is allowed on Monda ys. (Or as directed by City Staff with current conservation guidelines being followed.)

19.1.3.1.1 Operate systems only during night hours.

Daytime operation is permitted only when inspecting or testing the system, after fertilizer application, for new installations and during extreme temperatures. Except for system inspection and testing, any daytime operation must be authorized by the Inspector.

19.1.3.2 Adjustments should be based on local evapo-
transpiration (ET) data whenever possible.

19.1.3.3 Run times shall be sufficient to allow for saturation of the root zone without run off. This may require “cycle and soak” scheduling in spray zones. (Shorte r more frequent cycles) Allow adequate run times in drip irrigation zones.

19.1.4 Contractor will manage al l irrigation systems for peak efficiency and water conservation. Check for proper water application rates by inspecting soil moisture and health of plant materials on a weekly basis.

Adjust the irrigation frequencies as r equired to correct over or under watering.

19.1.5 Contractor sha ll manage irrigation schedules so that irrigation is applied more deeply, but less frequently, rather than small amounts on a daily basis.

19.1.6 Contractor and the Inspecto r will work in collaboration during water supply shortages and under drought conditions to develop an irrigation strategy that best preserve s and protects the site’s landscape investment.

19.2 Irrigation System Monitoring

Contractor is to check each locations meter and reduced pressure backflow for leaks or irregularities and report to area inspector promptly if a problem is suspected. Irrigation system monitoring, and inspections will include the following:

19.2.1 A visual inspection of all irrigated landscape areas each time a site is serviced to i dentify potential leaks as evidenced by water related plant stress, surf ace water or erosion, broken or damaged equipment, and paved surfaces or building walls/windows affected by irrigation spray.

12 19.2.2 An operational test of a ll irrigation valve zones by the controller, bi-weekly year round, to identify coverage problems, misdirected nozzles, broken or damaged equipment, hard-scape or building overspray, pressure problems, and system leaks. Failure to test irrigation may result in an uns atisfactory or failure to comply rating.

19.2.2.1 Within three business days after completing the biweekly or requested irrigation test, Contractor shall submit a written report to the Inspector, including general findings, needed repairs and renovations, and any recommendations.

The report may be submitted in person or via email.

19.3. Irrigation System Contract Maintenance

19.3.1 Run-off of water from irrigation systems into or onto streets, sidewalks, stairs, or gutters is not permitted. Immediately make adjustments, repairs, or replacements required to correct the source of the run-off. 311 after hours calls ar e subject to deduction of payment on monthly billing. Contractor will rece ive written notice of the call and cost associations.

19.3.2 Clean and adjust heads, nozzles and valves as required.

Clean drip irrigation valve strainers as required. Properly prune plantings and remove sod and debris affecting head performance from all zones.

Properly prune plantings and sod or debris affecting access to valves, and reset/raise valve boxes, which have settled during the winter shutdown months.

19.3.3 Prior to winter weather but later than November 15, or as requested by City staff, deactivate th e irrigation systems. Testing the system shall occur monthly to look for irregularities, damages, and possible concerns in the system. This is also to exercise valves, controllers and pumps if applicable. (all shall be deactivated upon leaving the site(s).)

19.3.4 Flush out lateral lines and adjust heads and nozzles at the beginning of each operating season, not later than March 15th. Activate the irrigation systems in the spring or as directed by the Inspector.

19.3.5 The inside of irrigation controllers, RP cages, and booster pump enclosure shall be cleaned once every six months for spiders, mice, webs and debris. Booster pump filter s shall be cleaned or replaced, with Inspector approval, every six months.

13 19.4. Irrigation System Repair and Renovation

19.4.1 Contractor shall provi de 24-hour-per-day, 7-days-a-week emergency response capability to immedi ately replace or repair broken, damaged or inoperable irrigation components which pose damage or safety hazards to persons or property.

19.4.2 For all other irrigati on system component repair or replacement work, prepare quotes for labor and materials, based upon the approved Pricing Schedule.

19.4.3 All repairs to the system shall be identical to the original installation, unless approved otherwise in advance by the Inspector. If a change to the installation will result in lower future maintenance costs, less frequent breakage, or an increase in public safety, request authorization to make the change from the Inspector.

19.4.4 Replacement of system components shall be the same manufacturer and model as original equi pment, or better as authorized by Inspector.

19.4.5 Contractor will carry and maintain a supply of irrigation components, with the exception of valves, such as sprinklers and solenoids, each time site is serviced.

SECTION 20. USE OF CHEMICALS

20.1 General

20.1.1 All work involving the use of chemicals shall be in compliance with all Federal, State and County laws. The Contractor shall hold a current State of California Agricu ltural Pest Control Busi ness License and employ a holder of a current State Qualified Applicators License, and must remain registered with the Sacramento County Agricultural Commissioner.

20.1.2 Contractor will make every effort to promote Integrated Pest Management (IPM) practices in the use of chemicals, management of weeds and pest in the contract area. Contact Inspector with any major problems of weed or pest infestations.

20.1.3.1 Pest Control Advisor si te recommendations for each chemical or combination of chemicals for each site must be turned in to the Inspector no later than F ebruary 1 of each ca lendar year, or twenty-one (21) calendar days after any contract is awarded and at no additional cost to City. S hould an unforeseen chemical 14 application be necessary, a Pest Control Advisor’s recommendation shall be submitted to the Inspector (14) days prior to its use.

20.1.3.2 All chemical applic ations shall be done with extreme care to avoid any hazard to any person or pet or damage to property in the area. All spraying shall be done when air currents are still to limit drift to six (6) inches. (Or winds not to exceed 5 M. P. H.)

20.1.3.3 At the end of each month, the Contractor shall submit copies of a City authorized chemical use report, such as the State of California Monthly Summary to the Inspector’s office. The report shall include the Manufacturer and Name of Product Applied, the Total Product Used, the Number of Applications, Code, the Site Treated and the Acres/Square Foot Treat ed. Failure to submit this form will result in delay of payment.

20.1.3.4 Records of all operatio ns stating dates, times, methods of application, chemical formu lations, applicator’s names, and weather conditions shall be made and retained in an active file for a minimum of two (2) years by the Contractor. These records must be available for review upon request fr om the Inspector, County, State or Federal Officers.

20.1.3.5 All chemicals requiring a special permit for use must be registered with the County Agricultural Commissioner’s office and a permit obtained with a copy to the City. A Pest Control Advisor’s recommendation must be on file with the Inspector prior to use of special permit chemicals and authorized by Inspector.

20.1.3.6 It is the Contractors respon sibility to post all public and property owner notices and adhere to County regulatory notices prior to any applications. City of Sacramento is not responsible for public notification and will not participate in the notice process. The Contractor shall follow all stat e and County guidelines inclusive of remaining on site until area treated is dry.

20.2 Chemical Edging

20.2.1 Where trees and shrubs occur in turf areas, all grass growth shall be limited to at least three (3) feet from the trunk of trees and away from the drip line of shrubs by use of approved chemicals.

20.2.2 Linear chemical edging of turf boundaries shall be performed in a manner that ensures a defined turf edge and limits its encroachment into beds or across boundaries where it is impractical to edge mechanically.

Chemical edging of turf boundaries shall not exceed four inches (4”) in width 15 along curbs and sidewalks. Sites where chemical edging is acceptable will be identified on the Maintenance Performance Schedule.

19.2.2.1 All linear chemical edging and/or detailing must be approved by the Inspector prior to its use.

20.2.3 Chemical detailing of sprink ler heads (to provide maximum water coverage), valve boxes, meter boxes, and similar small obstacles in turf areas shall be performed in a manner that ensures operability, ease of location and/or a clean appearance and shall not exceed a six inch (6”) clearance, or as otherwise specified.

20.3 Chemical Weed Abatement

20.3.1 Chemical weed abatement shall be used in and around areas such as planters, areas adjacent to buildings, trees, fence lines, etc. Prior to chemical application, all weeds over four inches (4”) tall shall be cut to proper mowing height.

20.3.1.1 Use of a colored ma rker dye can be requested by Inspector for confirmation of herbicide application.

20.3.1.2 Spot treat with a portable sprayer or wick wand using an effective herbicide applying per manufacturer’s recommendation.

20.3.1.3 Weeds treated with a cont act weed chemical shall be applied according to manufacturer’s recommendations. If kill is not complete, a second application shall be applied.

20.3.1.4 Weeds treated using a systemic chemical shall be left in place per manufacturer’s recomm endation. If kill is not complete by the time specified in t he manufacturer’s recommendation a second application shall be applied.

20.3.5 All dead weeds must be re moved within seven (7) days of application.

20.3.6 Chemical application starts at the gutter expansion joint, goes to the opposite expansion joint on medi ans or across the sidewalk to the sound wall. Unimproved fields shall start at the gutter expansion joint, include the sidewalk and cover four feet (4’) past back of walk, or to the nearest fence line.

SECTION 21. SUSTAINABILITY

16 Contractors providing landscape maintenance service for the Cit y are encouraged to employ sustainable landscape management practices, whenever practicable, including but not limited to, integrated pest management, plant material-cycling, low water volume irrigation, composting and use of mulch and compost.

21.1 All irrigation shall be in complianc e with Sacramento Cit y Code, Chapter

13.04, Article XI, Outdoor Water Cons ervation, and landscape industry best practices for water conservation.

21.2 Mulching type mowers will be used for turf mowing.

21.3 Bark mulch may be supplied by th e City’s Urban Forest from their operations. In this case, the Contractor shall provide the labor only for possible pick up, delivery and spreading of the mulch.

21.4 Whenever possible, debris as a result of plant material clean up, weed removal or pruning shall be taken to a recyclable green waste facility.

21.5 When selecting replacement plants for existing areas, Contractor shall provide suggestions to minimize waste by choosing species t hat are appropriate to the micro-climate species that can grow to their natural size in the space allotted them. Native and drought tolerant plants that require no or minimal watering once established are preferred.

21.6 The Contractor further agrees that its products used in the course of this agreement do not contain any items, i ngredients or components prohibited under the City’s Sustainable Purchasing Policy.

PARKINGEV CHARGING
ONLY

EV CHARGING
ONLY
O
PARK
P
NG
E

EV CHARGING
ONLY
NO

PARKINGEV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
E

EV CHARGING
ONLY
Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\George Sim CC\ Architectural.dwg Dec 13 , 2023 - 5:40pm ACAD Print Date & Time: Dec 13, 2023 - 5:40pm
Work Order No:

COVER SHEET
12/13/2023
SCALE
R.P
I.M
15 WO#R.P
PUBLIC R.O.W.

GEORGE SIM

COMMUNITY CENTER

EV BLUEPRINT
6207 Logan St, Sacramento, CA 95824

GEORGE SIMCOMMUNITYCENTER
By:

City of Sacramento Plan Review

APPROVED
Nelson C Baligod
on Dec 22, 2023

LIFE SAFETY
By:

ISSUED BY
Community Development Department
Saul Moran
on Jan 17, 2024
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

COM-23245976207 LOGAN ST
CITY OF SACRAMENTO GENERAL NOTES:

GRADING NOTES:

Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\George Sim CC\ Architectural.dwg Dec 13 , 2023 - 5:27pm ACAD Print Date & Time: Dec 13, 2023 - 5:27pm
Work Order No:

NOTES
AND
SPECS
WO#
5 2SCALE
PROJECT NOTES:

REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES:

R.P
I.M
R.P

GEORGE SIM

COMMUNITY CENTER

EV BLUEPRINT
6207 Logan St, Sacramento, CA 95824
12/13/2023
By:

City of Sacramento Plan Review

APPROVED
Nelson C Baligod
on Dec 22, 2023

LIFE SAFETY
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

PARKINGEV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKINGEV CHARGING
ONLY

EV CHARGING
ONLY
Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\George Sim CC\ Architectural.dwg Dec 13 , 2023 - 5:41pm ACAD Print Date & Time: Dec 13, 2023 - 5:41pm
Work Order No:

A (E) PARKING DEMO PLAN
SCALE:1/8" = 1'-0"

B NEW EV CHARGE STATIONS - IMPROVEMENTS
SCALE:1/8" = 1'-0"
DEMO SURFACE IMPROVEMENTS LEGEND:

DEMO & (N) SURFACE

IMPROVEMENTS PLAN
DEMO KEY: EXISTING ADA STALLS
WO#
ADDITIONAL NOTES:

SCALE 35
R.P
I.M
R.P
SURFACE IMPROVEMENTS KEY NOTES:

NOTE: STALL MARKINGSSURFACE IMPROVEMENTS LEGEND:

ADDITIONAL NOTES:

DOWEL REINFORCEMENT NOTE:

GEORGE SIM

COMMUNITY CENTER

EV BLUEPRINT
6207 Logan St, Sacramento, CA 95824
By:

City of Sacramento Plan Review

APPROVED
Nelson C Baligod
on Dec 22, 2023

LIFE SAFETY
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

&+$5*,1*
.

Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Pannell CC\ Architectural.dwg Dec 14 , 2023 - 11:23am ACAD Print Date & Time: Dec 14, 2023 - 11:23am
Work Order No:

DETAILS
AND
NOTES
SCALE
R.P
I.M
45 WO#
R.P
5 EVCS STALL SIGNAGE
SCALE: N.T.S. (FIG. 11B-812.8)
1 PEDESTAL MOUNT DETAIL
SCALE: N.T.S.
6 UNOBSTRUCTED FORWARD/ SIDE / HIGH REACH
SCALE: N.T.S. (FIG. 11B-308.2.2)(FIG. 11B-308.3.1)(FIG. 11B-308.2) 2 CONCRETE EXPANSION JOINT
SCALE: N.T.S.
4 PARKING PAD
SCALE: N.T.S.
3 CONTROL JOINT
SCALE: N.T.S.
7 PARALLEL CURB RAMP
SCALE: N.T.S. (FIG. 11B-406.3.2)

GEORGE SIM

COMMUNITY CENTER

EV BLUEPRINT
6207 Logan St, Sacramento, CA 95824
12/13/2023
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Dec 27, 2023

STRUCTURAL
By:

City of Sacramento Plan Review

APPROVED
Nelson C Baligod
on Dec 22, 2023

LIFE SAFETY
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

CITY OF SACRAMENTO EROSION AND
SEDIMENT CONTROL NOTES:

Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\George Sim CC\ Architectural.dwg Dec 13 , 2023 - 5:42pm ACAD Print Date & Time: Dec 13, 2023 - 5:42pm
Work Order No:

EROSION

AND SEDIMENT

CONTROL NOTES

AND DETAILS
WO#
5 5
I.M
SCALE

BEST MANAGEMENT PRACTICES TABLE
R.P
R.P

GEORGE SIM

COMMUNITY CENTER

EV BLUEPRINT
6207 Logan St, Sacramento, CA 95824
12/13/2023
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

City of Sacramento Plan Review

APPROVED
Nick Larson
on Jan 02, 2024

ELECTRICAL DIVISION
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

REFER TO SHEET S-1

FOR PEDESTAL

MOUNTING DETAILS
By:

City of Sacramento Plan Review

APPROVED
Nick Larson
on Jan 02, 2024

ELECTRICAL DIVISION
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

GAS WELL
TELECOM.

WELL

WATER VALVES
WATER
BOX

TRANSFORMER
APN: 038-0231-010

VERTICAL
CURB
VE
R
CU
R
SMUD
IRR
AT&T
SMUD

SPRNKLR

SPRNKLR
SPRN
LOGAN
STREET

SIDEWALK

SIDEWALK
~GROUND~
~ASPHALT PAVEMENT~

GAS WELL
TELECOM.

WELL

WATER VALVES
WATER
BOX

TRANSFORMER
APN: 038-0231-010

VERTICAL
CURB
VE
R
CU
R
SMUD
IRR
AT&T
SMUD

SPRNKLR

SPRNKLR
SPRN
LOGAN
STREET

SIDEWALK

SIDEWALK
~GROUND~
~ASPHALT PAVEMENT~
PROTECT TEMPORARYONSITE BENCHMARKTBM MAG NAIL AND WASHERIN CONCRETE WALKELEVATION: 34.50 PROTECT TEMPORARYONSITE BENCHMARKTBM MAG NAIL AND WASHERIN AC PAVEMENTELEVATION: 33.66 S
S
R
IIR

PROTECT SIDEWALK

PROTECTTRANSFORMER

PROTECTSMUD VAULT

PROTECTEXISTING
TREE

PROTECTEXISTING

PARKING LIGHT

ADD DRAIN
INLET

PROTECTION
R
R
R
R
RR
RR
RR
S

MANHOLE

DRAIN INLET

WATER VALVE

FIRE HYDRANT

WATER METER

SEWER CLEAN OUT
FIRE DEPT. CONNECTION
LEGEND

SPOT ELEVATION

CONCRETE CURB

BACK FLOW PREVENTER

EDGE OF PAVEMENT
BENCHMARK ELEVATION:

SUBMITTED:

DESIGNED:

DRAWN:

CHECKED:

RCE:

SCALE: APPROVALDESCRIPTIONNO. ENGR

INIT BY DATE
JOB NO:

SHEET
DATE:

V:
1808 J STREET
SACRAMENTO, CALIFORNIA 95811 TEL: (916) 441-6708
OJS
OJS
PHYA
PASTOR HENRY Y. ABEJUELLA III 94339
1"=10'

EXISTING CONDITIONS AND DEMOLITION PLAN

GEORGE SIMMS COMMUNITY CENTER

ACCESSIBLE EV PARKING UPGRADE
CITY OF SACRAMENTO APN:038-0231-010 CALIFORNIA
09-13-2024
1 2
2024-066

34.70 SCALE 1"=10'
10 2050

FINISHED FLOOR ELEVATION OF BUILDING AS

SHOWN ON APPROVED GRADING PLAN BY JTS
ENGINEERING JOB NUMBER 2007-057.

EXISTING CONDITIONS:

SAWCUT AND REMOVE EXISTING VERTICAL CURB. LIMITS OF REMOVAL

SHALL BE TO THE NEAREST EXPANSION JOINTS OUTSIDE
OF LIMITS SHOWN.

SAWCUT AND REMOVE EXISTING AC PAVEMENT TO THE LIMITS OF REMOVAL.

CLEAR AND GRAB LANDSCAPE AREA TO LIMITS SHOWN.

REMOVE EXISTING TREE.

CONTRACTOR TO COORDINATE WITH CITY OF SACRAMENTO

REPRESENTATIVE FOR RELOCATING OF EXISTING IRRIGATION CONTROL BOX.

CONTRACTOR TO COORDINATE WITH CITY OF SACRAMENTO

REPRESENTATIVE FOR RELOCATING OF EXISTING LANDSCAPE
SPRINKLERS.

ADDITIONAL NOTES:

1. SEE SHEET C2 FOR ALL DIMENSIONS, STRIPING INFORMATION, AND IMPROVEMENT CALL OUTS.

2. PRIOR TO CLEAR AND GRUBBING LANDSCAPE AREA, CONTRACTOR

TO CAREFULLY REVIEW / LOCATE / IDENTIFY LOCATIONS WHERE IRRIGATION LINES / CONDUITS MAY EXIST. SHOULD CONFLICTS

ARISE, CONTRACTOR TO REVIEW WITH CITY OF SACRAMENTO
REPRESENTATIVE FOR A SOLUTION.

3. AVOID TRENCHING WITHIN DRIP LINE OF EXISTING TREES. WHERE

TRENCHING WITHIN DRIP LINE IS UNAVOIDABLE, REVIEW WITH CITY OF SACRAMENTO REPRESENTATIVE PRIOR TO START OF WORK.

USE AIR SPADE OR HAND TRENCH ONLY WITHIN THESE AREAS.

DEMOLITION CALLOUTS:
1 2
3 4
SURVEY NOTES:
1) NO PRELIMINARY TITLE REPORT WAS PROVIDED FOR THE PREPARATION OF THIS SURVEY. 2) THE POSITION OF IDENTIFIED RECORD EASEMENTS HAVE NOT BEEN PLOTTED. SURFACE FACILITIES HAVE BEEN PLOTTED USING FIELD INFORMATION. THE ACTUAL LOCATIONS OF UNDERGROUND FACILITIES SHOULD BE VERIFIED PRIOR TO ANY NEW CONSTRUCTIONS.
3) THIS IS NOT A BOUNDARY SURVEY. ADDITIONAL FIELD SURVEY AND RESEARCH WILL BE REQUIRED TO ESTABLISHED THE ACTUAL BOUNDARY.
4) THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE DRAWINGS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. INTERESTED PARTIES ARE CAUTIONED

THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. JTS ENGINEERING CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR THE

COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES NOR FOR THE EXISTENCE

OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. PRESCRIPTIVE EASEMENTS MAY EXIST OVER THOSE FACILITIES WHICH ARE NOT WITHIN THE RECORD EASEMENT.
5) NO MONUMENTS WERE SET AS A PART OF THIS SURVEY.
6) NO ARBORIST REPORT WAS PROVIDED FOR THE PREPARATION OF THIS SURVEY.

TREE
VAULT

TRANSFORMER

PARKING LIGHT

PULL BOX

UTILITY POLE

UTILITY POLE W/GUY
5 SCALE 1"=10'
10 2050

DEMOLITION PLAN
6 1
11 2 2
3 4 5
6 6
3 9/13/2024

GAS WELL
TELECOM.

WELL

WATER VALVES
WATER
BOX

TRANSFORMER

VERTICALCURB
SMUD
AT&T
SMUD

SPRNKLR

SPRNKLR
LOGAN
STREET

SIDEWALK
~GROUND~
~ASPHALT PAVEMENT~

GAS WELL
TELECOM.

WELL

WATER VALVES
WATER
BOX

TRANSFORMER

VERTICALCURB
SMUD
AT&T
SMUD

SPRNKLR

SPRNKLR
LOGAN
STREET

SIDEWALK
~GROUND~
~ASPHALT PAVEMENT~

GAS WELL
TELECOM.

WELL

WATER VALVES
WATER
BOX

TRANSFORMER
APN: 038-0231-010

VERTICAL
CURB
VERTIC
A
CURB
SMUD
AT&T
SMUD

SPRNKLR

SPRNKLR
LOGAN
STREET

SIDEWALK

SIDEWALK
~GROUND~
~ASPHALT PAVEMENT~

GAS WELL
TELECOM.

WELL

WATER VALVES
WATER
BOX

TRANSFORMER
APN: 038-0231-010

VERTICAL
CURB
VERTIC
A
CURB
SMUD
AT&T
SMUD

SPRNKLR

SPRNKLR
LOGAN
STREET

SIDEWALK

33.63TP=TC

33.32TW=TC

33.34 TW=TC

33.37 FC
(33.54)TP=(M)
(33.89)TP=(M)
(33.78)TP=(M)
(33.49)
FC=TP=(M)
(33.81)FC=TP=(M)

33.28TP=FC
(33.19)TBW=TW=(M)

GAS WELL
TELECOM.

WELL

WATER VALVES
WATER
BOX

TRANSFORMER

VERTICALCURB
SMUD
AT&T
SMUD

SPRNKLR

SPRNKLR
LOGAN
STREET

SIDEWALK
~GROUND~
~ASPHALT PAVEMENT~

GAS WELL
TELECOM.

WELL

WATER VALVES
WATER
BOX

TRANSFORMER

VERTICALCURB
SMUD
AT&T
SMUD

SPRNKLR

SPRNKLR
LOGAN
STREET

SIDEWALK
~GROUND~
~ASPHALT PAVEMENT~

34.0'

21.6'

6.1'

27.0'

6.0'

6.5'

19.0'

5.0'

12.0'

9.0'

1.0'

3.8'

3.0'

4.0'

3.0'

6.0'

42.26 (NAVD 1988)
SACRAMENTO CITY BM# 278-A4E: HILTI NAIL SET IN

TRAFFIC SIGNAL BASE, NE CORNER MARYSVILLE
BLVD AND LOS ROBLES BLVD.

CONVERSION CALCULATION:

NAVD1988 ELEVATION: 42.26 FEET
CITY OF SAC ELEVATION: 40.12 FEET
DIFFERENCE IN ELEVATION: 2.14 FEET

DIMENSIONED SITE PLAN

GRADING PLAN
DOWEL REINFORCEMENT NOTE:

DOWEL REINFORCEMENT SHALL BE INSTALLED TO JOIN EXISTING TO NEW CONCRETE. PLACE NO. 4 REBAR SNUGLY FIT OR EPOXIED 4 INCHES SPACED 24 INCHES APART IN THE EXISTING CONCRETE.

THE DOWELS SHALL CONFORM TO SECTION 21 OF THE CITY OF
SACRAMENTO STANDARD SPEFICIATIONS.

ADDITIONAL NOTE:

MAXIMUM CROSS SLOPES SHALL NOT EXCEED 2 PERCENT AND 1%
MINIMUM. SIDEWALK/WALKWAY MAXIMUM RUNNING SLOPES SHALL
NOT EXCEED 5% AND 1% MINIMUM.

SLOPES AT SIDEWALK/WALKWAY LANDING AND SLOPES AT

CHANGING IN DIRECTION AT SIDEWALK/WALKWAY SHALL NOT EXCEED 2% IN ALL DIRECTIONS. REFER TO CITY OF SACRAMENTO STD SPECS

FOR SCORE LINES AND EXPANSION JOINTS

IMPROVEMENT CALLOUTS
ONSITE AC PAVEMENT FOR PARKING STALL:

PLACE 2.5'' AC OVER 9'' CLASS II AB OR MATCH EXISTING (WHICHEVER IS GREATER), COMPACTED TO A MINIMUM 95% COMPACTION.

ONSITE AC PAVEMENT FOR DRIVE AISLE:

PLACE 4" AC PAVEMENT OVER 14" AB COMPACTED TO A MINIMUM 95% COMPACTION.

PCC PAVEMENT - ACCESSIBLE EV PARKING AND EV ACCESS AISLE PLACE 6" PCC OVER 6" VIRGIN CLASS II AB COMPACTED TO A MINIMUM 95% COMPACTION. PLACE WELDED WIRE FABRIC 6X6 - W4.0 X W4.0. PROVIDE SCORE LINES / EXPANSION JOINTS PER CITY OF SACRAMENTO STANDARDS AND SPECIFICATIONS. ADD THICKENED EDGE PER DETAIL 4 FOR TRANSITIONS FROM PCC TO AC ON THIS SHEET. (SEE DOWEL REINFORCEMENT NOTE ON THIS SHEET).

PCC PAVEMENT - ONSITE WALK
PLACE 4" PCC OVER 6" VIRGIN CLASS II AB COMPACTED TO A MINIMUM 95% COMPACTION.

PROVIDE SCORE LINES / EXPANSION JOINTS PER CITY OF SACRAMENTO STANDARDS AND SPECIFICATIONS. SEE ZERO CURB DETAIL ON THIS SHEET.(SEE DOWEL REINFORCEMENT NOTE

ON THIS SHEET)

VERTICAL CURB
PLACE VERTICAL CURB PER DETAIL ON THIS SHEET.

ACCESSIBLE EV VAN AND STANDARD CHARGING STATIONS AND PEDESTAL MOUNT

SEE CITY OF SACRAMENTO APPROVED ARCHITECTURAL PLANS FOR ALL STRIPING, SIGNAGE, AND DETAILS.

PARKING CURB WHEEL STOP
INSTALL 6 FOOT (MODEL S-72) PARKING CURB, PER DETAIL ON APPROVED ARCHITECTURAL PLANS ON SHEET A-002.

DETECTABLE WARNINGS
PLACE DETECTABLE WARNINGS PER CBC202 11B-705.

PAVEMENT PLAN
SCALE 1"=10'
10 2050
SCALE 1"=10'
10 2050

Ϯ

ACROSS SECTION A-A
* SEE APPROVED CITY OF SACRAMENTO PLANS FOR PAVEMENT
NOTES AND DETAILS. SEE DIMENSIONED SITE PLAN (ON THIS SHEET)

FOR DISTANCES, SEE GRADING PLAN (ON THIS SHEET) FOR GRADE ELEVATIONS.
* ALL GRADES, SLOPES, AND DIMENSIONS ARE PER PLAN
*PROPOSED

ADA EV PARKING
2% MAX SLOPE

DETECTABLE

WARNING
ZERO
CURB

MATCH (E)
TBW
ABBREVIATIONS:

FC FACE OF CURB
(M) MATCH EXISTING ELEVATION

TBC TOP BACK OF CURB

TBM TEMPORARY ONSITE BENCHMARK

TP TOP OF PAVEMENT

TW TOP OF WALK
4 8"
36"

PCC THICKENED EDGE DETAIL
6"
8" MIN
*PROPOSED

PCC WALK
1 2" DIAMETER SMOOTH DOWEL, 24"
LONG AT ALL EXPANSION JOINTS.
*PROPOSED

PAVEMENT

ZERO CURB DETAIL NTS
BENCHMARK ELEVATION:

SUBMITTED:

DESIGNED:

DRAWN:

CHECKED:

RCE:

SCALE: APPROVALDESCRIPTIONNO. ENGR

INIT BY DATE
JOB NO:

SHEET
DATE:

V:
1808 J STREET
SACRAMENTO, CALIFORNIA 95811 TEL: (916) 441-6708
OJS
OJS
PHYA
PASTOR HENRY Y. ABEJUELLA III 94339
1"=10'

DIMENSION SITE PLAN, PAVEMENT PLAN, & GRADING PLAN

GEORGE SIMMS COMMUNITY CENTER

ACCESSIBLE EV PARKING UPGRADE
CITY OF SACRAMENTO APN:038-0231-010 CALIFORNIA
09-13-2024
2 2
2024-066
SCALE 1"=10'
10 2050
*PROPOSED

AC PAVEMENT
MATCH
EX. AC

BCROSS SECTION B-B
* SEE APPROVED CITY OF SACRAMENTO PLANS FOR PAVEMENT
NOTES AND DETAILS. SEE DIMENSIONED SITE PLAN (ON THIS SHEET)

FOR DISTANCES, SEE GRADING PLAN (ON THIS SHEET) FOR GRADE ELEVATIONS.
* ALL GRADES, SLOPES, AND DIMENSIONS ARE PER PLAN
*PROPOSED

ADA EV PARKING
2% MAX SLOPE

MATCH (E)
AC
(P)VERTICAL
CURB

SLOPE DIRECTION

VARIES SLOPE DIRECTION
VARIES

THICKENED
EDGE
CURB IS EMBEDED 2.0"
INTO SUBGRADE.

19.50" OR 26.00"

VERTICAL CURB

6.00"

13.50" OR 20.00"
R = 1"
1 Ϯ
1 2
3 4
5 7
6 1
1 1 2
3 4
4 4
4 5
5 5
5 5
66 77
5 9/13/2024

Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Valley Hi Lib\CAD\ Architectural.dwg Dec 05 , 2024 - 9:36am ACAD Print Date & Time: Dec 05, 2024 - 9:36am
Work Order No:

STRUCTURAL NOTES

TYPICAL

PEDESTAL

ANCHORAGE

PEDESTAL ANCHORAGE

EV BLUEPRINT - CONSTRUCTION
12/3/2024
1 WO#
1 I.M
SCALE
E.R
K.L/ZJ
1 METER PEDESTAL MOUNTING TESCO 27-100 / 27-100-UM
SCALE:1" = 1'-0"

1. 2.

3.
Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Valley Hi Lib\CAD\ Architectural.dwg Jan 27 , 2025 - 8:24am ACAD Print Date & Time: Jan 27, 2025 - 8:24am
Work Order No:

TYPICAL STRIPING

PLANS AND SPECS

PARKING

SIGNAGE DETAILS

STRIPING AND MARKING

EV BLUEPRINT - CONSTRUCTION
K.L
E.R
SCALE
I.M
1 WO#
1 KEY NOTES: STALL MARKINGS
SURFACE IMPROVEMENTS LEGEND:

ADDITIONAL NOTES:
1 TYPICAL STRIPING PLAN
SCALE:1/4" = 1'-0"
NOTE: THIS SPECIFICATION HAS BEEN MODIFIED FROM CALTRANS STRIPING STANDARDS FOR ROADWAYS TO MEET THE NEEDS OF THIS PROJECT.
x
x
x
x
x
x
x
x
x
x
x
x
x

STRIPING AND PAINT SPECIFICATION
NOTE: PROVIDE SUBMITTAL FOR SIGNAGE TO CONFIRM CORRECT
TYPE, SIZE AND LOCATION OF SIGNAGE.

TYPICAL SIGNS REQUIRED AT EACH SITE FOR EV PARKING:
x 18" X 24" OFF-STREET CHARGING STATION TOW SIGNAGE - QTY, FOR EA. PARKING LOT ENTRANCE. x 12" X 6" PLAQUE - VAN ACCESSIBLE PLAQUE (R7-113AP) QTY.FOR EA. VAN ACCESSIBLE STALL. x 12" X 18" SIGN - 4-HOUR VEHICLE CHARGING ONLY (R7-114) QTY. DEPENDS ON SITE/# OF STALLS. x 12" X 6" PLAQUE - VEHICLE MUST BE PLUGGED IN (R7-113AP) QTY.DEPENDS ON SITE/# OF STALLS. x 18" X 24" OFF-STREET ENTRANCE SIGN WITH TOW AUTHORITY (MUST BE PLACED AT EACH ENTRANCE INTO THE LOT, UNOBSTRUCTED AND FACING OUT TO INCOMING DRIVERS) QTY.DEPENDS ON SITE/# OF PARKING LOT ENTRANCES. 2 SIGNAGE DETAILS
SCALE: N.T.S.
3 SURFACE MARKINGS TEMPLATE "NO PARKING"
SCALE: N.T.S.
4 SURFACE MARKINGS TEMPLATE "EV PARKING ONLY"
SCALE: N.T.S.

RMP 100-7 BIKE LANE GREEN SERIES SPECIFICATIONS.
1/24/2025
Off-street Entrance Sign
Tow Authority
18"x 24"

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Oak Park CC\ Architectural.dwg Feb 22 , 2024 - 12:19pm ACAD Print Date & Time: Feb 22, 2024 - 12:19pm
Work Order No:

COVER SHEET
SCALE
R.P
I.M
15 WO#R.P
PUBLIC R.O.W.

OAK PARK COMMUNITY
CENTER

EV BLUEPRINT
3425 MARTIN LUTHER KING JR. BLVD SACRAMENTO, CA 95817
02/22/2024
PUBLIC R.O.W.

By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

REVISION
COM-2404658 3425 MARTIN LUTHER KING JR BLVD JOBCOPY
CITY OF SACRAMENTO GENERAL NOTES:

GRADING NOTES:

Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Oak Park CC\ Architectural.dwg Feb 22 , 2024 - 12:31pm ACAD Print Date & Time: Feb 22, 2024 - 12:31pm
Work Order No:

NOTES
AND
SPECS
WO#
52SCALE
PROJECT NOTES:

REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES:

R.P
I.M
R.P

OAK PARK COMMUNITY
CENTER

EV BLUEPRINT
3425 MARTIN LUTHER KING JR. BLVD SACRAMENTO, CA 95817
02/22/2024
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

COM-2404658 3425 MARTIN LUTHER KING JR BLVD JOBCOPY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Oak Park CC\ Architectural.dwg Feb 22 , 2024 - 12:31pm ACAD Print Date & Time: Feb 22, 2024 - 12:31pm
Work Order No:

A (E) PARKING DEMO PLAN
SCALE:1/8" = 1'-0"

B NEW EV CHARGE STATIONS - IMPROVEMENTS
SCALE:1/8" = 1'-0"
DEMO SURFACE IMPROVEMENTS LEGEND:

DEMO & (N) SURFACE

IMPROVEMENTS PLAN
DEMO KEY: EXISTING ADA STALLS
WO#
ADDITIONAL NOTES:

SCALE 35
R.P
I.M
R.P
SURFACE IMPROVEMENTS KEY NOTES:
…
NOTE: STALL MARKINGS
SURFACE IMPROVEMENTS LEGEND:

ADDITIONAL NOTES:

DOWEL REINFORCEMENT NOTE:
1 CURB RAMP
SCALE: N.T.S.

OAK PARK COMMUNITY
CENTER

EV BLUEPRINT
3425 MARTIN LUTHER KING JR. BLVD SACRAMENTO, CA 95817
02/22/2024

APPROVED
City of Sacramento Plan Review

DEPARTMENT OF UTILITIES
Sarai Jimenez 03/06/2024
By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

COM-2404658 3425 MARTIN LUTHER KING JR BLVD JOBCOPY

&+$5*,1*
.

Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Oak Park CC\ Architectural.dwg Feb 22 , 2024 - 12:33pm ACAD Print Date & Time: Feb 22, 2024 - 12:33pm
Work Order No:

DETAILS
AND
NOTES
SCALE
R.P
I.M
45 WO#
R.P
7 EVCS STALL SIGNAGE
SCALE: N.T.S. (FIG. 11B-812.8)
1 PEDESTAL MOUNT DETAIL
SCALE: N.T.S.
6 UNOBSTRUCTED FORWARD/ SIDE / HIGH REACH
SCALE: N.T.S. (FIG. 11B-308.2.2)(FIG. 11B-308.3.1)(FIG. 11B-308.2) 2 CONCRETE EXPANSION JOINT
SCALE: N.T.S.
4 PARKING PAD
SCALE: N.T.S.
3 CONTROL JOINT
SCALE: N.T.S.
5 PARALLEL CURB RAMP
SCALE: N.T.S. (FIG. 11B-406.3.2)

OAK PARK COMMUNITY
CENTER

EV BLUEPRINT
3425 MARTIN LUTHER KING JR. BLVD SACRAMENTO, CA 95817
02/22/2024
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

COM-2404658 3425 MARTIN LUTHER KING JR BLVD JOBCOPY

CITY OF SACRAMENTO EROSION AND
SEDIMENT CONTROL NOTES:

Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Oak Park CC\ Architectural.dwg Feb 22 , 2024 - 12:33pm ACAD Print Date & Time: Feb 22, 2024 - 12:33pm
Work Order No:

EROSION

AND SEDIMENT

CONTROL NOTES

AND DETAILS
WO#
55 I.M
SCALE

BEST MANAGEMENT PRACTICES TABLE
R.P
R.P

OAK PARK COMMUNITY
CENTER

EV BLUEPRINT
3425 MARTIN LUTHER KING JR. BLVD SACRAMENTO, CA 95817
02/06/2024

APPROVED
City of Sacramento Plan Review

DEPARTMENT OF UTILITIES
Sarai Jimenez 03/06/2024
By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

COM-2404658 3425 MARTIN LUTHER KING JR BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Mar 06, 2024

ELECTRICAL DIVISION
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS

REVISION
By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

COM-2404658 3425 MARTIN LUTHER KING JR BLVD JOBCOPY
REFER TO SHEET S-1

FOR PEDESTAL

MOUNTING DETAILS
By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Mar 06, 2024

ELECTRICAL DIVISION
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS

REVISION
By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

COM-2404658 3425 MARTIN LUTHER KING JR BLVD JOBCOPY

VERTICAL CURB

AND GUTTER

DRIVEWAY

SIDEWALK

SIDEWALK
~GRASS~
~GRASS~
~GRASS~
~ASPHALT PAVEMENT~

FENCE ENCLOSURE
FENCE

VERTICAL CURB

AND GUTTER

DRIVEWAY

SIDEWALK

SIDEWALK
~GRASS~
~GRASS~
~GRASS~
~ASPHALT PAVEMENT~

FENCE ENCLOSURE
FENCE

VERTICAL CURB

VERTICAL CURB
V
V

S DEDEWWALLK

MANHOLE

DRAIN INLET

WATER VALVE

FIRE HYDRANT

WATER METER

SEWER CLEAN OUT
FIRE DEPT. CONNECTION
LEGEND

SPOT ELEVATION

CONCRETE CURB

BACK FLOW PREVENTER

EDGE OF PAVEMENT
BENCHMARK ELEVATION:

SUBMITTED:

DESIGNED:

DRAWN:

CHECKED:

RCE:

SCALE: APPROVALDESCRIPTIONNO. ENGR

INIT BY DATE
JOB NO:

SHEET
DATE:

V:
1808 J STREET
SACRAMENTO, CALIFORNIA 95811 TEL: (916) 441-6708
OJS

OJS/CAP
PHYA
PASTOR HENRY Y. ABEJUELLA III 94339
1"=10'

EXISTING CONDITIONS AND DEMOLITION PLAN

OAK PARK COMMUNITY CENTER

ACCESSIBLE EV PARKING UPGRADE
CITY OF SACRAMENTO APN:015-0151-003 CALIFORNIA
09/13/2024
1 2
2024-068

37.557 (NAVD1988)
SAWCUT AND REMOVE EXISTING VERTICAL CURB.. LIMITS OF REMOVAL

SHALL BE TO THE NEAREST EXPANSION JOINTS OUTSIDE
OF LIMITS SHOWN.

SAWCUT AND REMOVE EXISTING AC PAVEMENT TO THE LIMITS OF REMOVAL.

CLEAR AND GRAB LANDSCAPE AREA / DECOMPOSED GRANITE TO LIMITS SHOWN.

SAWCUT AND REMOVE EXISTING ONSITE WALK. LIMITS OF REMOVAL

SHALL BE TO THE NEAREST SCORELINES OR EXPANSION JOINTS
OUTSIDE OF LIMITS SHOWN.

ADDITIONAL NOTES:

1. SEE SHEET C2 FOR ALL DIMENSIONS, STRIPING INFORMATION, AND IMPROVEMENT CALL OUTS.

2. PRIOR TO CLEAR AND GRUBBING LANDSCAPE AREA, CONTRACTOR

TO CAREFULLY REVIEW / LOCATE / IDENTIFY LOCATIONS WHERE IRRIGATION LINES / CONDUITS MAY EXIST. SHOULD CONFLICTS

ARISE, CONTRACTOR TO REVIEW WITH CITY OF SACRAMENTO
REPRESENTATIVE FOR A SOLUTION.

3. AVOID TRENCHING WITHIN DRIP LINE OF EXISTING TREES. WHERE

TRENCHING WITHIN DRIP LINE IS UNAVOIDABLE, REVIEW WITH CITY OF SACRAMENTO REPRESENTATIVE PRIOR TO START OF WORK.

USE AIR SPADE OR HAND TRENCH ONLY WITHIN THESE AREAS.

THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. JTS ENGINEERING CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR THE

COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES NOR FOR THE EXISTENCE

TREE
VAULT

TRANSFORMER

PARKING LIGHT

PULL BOX

UTILITY POLE
SAC COUNTY ID# 318-A1A: HILTI NAIL, LOCATED NE
CORNER OF 63RD STREET AND BROADWAY.

CONVERSION CALCULATION:

NAVD1988 ELEVATION: 37.557 FEET
NGVD1929 ELEVATION: 35.462 FEET
DIFFERENCE IN ELEVATION: 2.09 FEET
SCALE 1"=10'
10 2050
EXISTING CONDITIONS: DEMOLITION PLAN
SCALE 1"=10'
10 2050
1 1
1 12
2 2 2
3 3
4 4
(E) SIGN TO REMAIN

AND BE PROTECTED

FROM DAMAGE
9/13/2024
9 VERTICAL CURB

AND GUTTER

DRIVEWAYSIDEWALK
"W
O.H.
~GRASS~
~GRASS~
~GRASS~
FENCE

VERTICAL CURB
O.H.

O.H.

VERTICAL CURB

AND GUTTER

DRIVEWAYSIDEWALK
"W
O.H.
~GRASS~
~GRASS~
~GRASS~
FENCE

VERTICAL CURB
O.H.

O.H.

4.50'

20.30'

30.00'

2.00'

18.00'19.00'

2.00'

9.00'

6.00'

22.00'

5.50'

4.00'5.00' 5.00'

12.00'

16.00'

9.00' 9.00' 12.00' 5.00' 9.00' 9.00' 9.00' 9.00'

20.47'

2.00'

1.00'

1.00' 1.00'

3.00'

6.00'

5.00' 78.53'

9.85'

18.00'
R6.00'

4.85'

VERTICAL CURB

AND GUTTER

DRIVEWAYSIDEWALK
"W
O.H.
~GRASS~
~GRASS~
~GRASS~
FENCE

VERTICAL CURB
O.H.

O.H.

VERTICAL CURB

AND GUTTER

DRIVEWAYSIDEWALK
"W
O.H.
~GRASS~
~GRASS~
~GRASS~
FENCE

VERTICAL CURB
O.H.

O.H.

23.68 TW

23.77 TW

23.71 TW=(M)

23.27 TP

23.36 TP

23.56 TP=TC

23.65 TP=TC
(23.92)
TP=(M)

24.22 TP

24.01 TP
(23.69)
TP=(M)
(23.58)
TP=(M)
(23.87)
TP=(M)

23.70 TW
(23.82)
TW=TC=(M)
(23.97)
TW=TC=(M)

23.81 TW=(M)

23.61 TW

23.76 TW=GB

23.69 TW=GB
(24.07)
TW=(M)

23.97 TW
(23.90)
TW=TC=(M)

24.00 TW
(23.94)
TW=TC=(M)

24.01 TW

TRANSITION TO

NON- ACCESSIBLE
AREA
DOWEL REINFORCEMENT NOTE:

DOWEL REINFORCEMENT SHALL BE INSTALLED TO JOIN EXISTING TO NEW CONCRETE. PLACE NO. 4 REBAR SNUGLY FIT OR EPOXIED 4 INCHES SPACED 24 INCHES APART IN THE EXISTING CONCRETE.

THE DOWELS SHALL CONFORM TO SECTION 21 OF THE CITY OF
SACRAMENTO STANDARD SPEFICIATIONS.

ADDITIONAL NOTE:

MAXIMUM CROSS SLOPES SHALL NOT EXCEED 2 PERCENT AND 1%
MINIMUM. SIDEWALK/WALKWAY MAXIMUM RUNNING SLOPES SHALL
NOT EXCEED 5% AND 1% MINIMUM.

SLOPES AT SIDEWALK/WALKWAY LANDING AND SLOPES AT

CHANGING IN DIRECTION AT SIDEWALK/WALKWAY SHALL NOT EXCEED 2% IN ALL DIRECTIONS. REFER TO CITY OF SACRAMENTO STD SPECS

FOR SCORE LINES AND EXPANSION JOINTS
ABBREVIATIONS:

FC FACE OF CURB

DG FINSHED GRADE OF DECOMPOSED

GRANITE
(M) MATCH EXISTING ELEVATION

TBC TOP BACK OF CURB

TBM TEMPORARY ONSITE BENCHMARK

TP TOP OF PAVEMENT

TW TOP OF WALK
4 PCC THICKENED EDGE DETAIL
6"
8"
*PROPOSED

PCC WALK
1 2" DIAMETER SMOOTH DOWEL, 24"
LONG AT ALL EXPANSION JOINTS.
*PROPOSED

PAVEMENT

ZERO CURB DETAIL NTS
BENCHMARK ELEVATION:

SUBMITTED:

DESIGNED:

DRAWN:

CHECKED:

RCE:

SCALE: APPROVALDESCRIPTIONNO. ENGR

INIT BY DATE
JOB NO:

SHEET
DATE:

V:
1808 J STREET
SACRAMENTO, CALIFORNIA 95811 TEL: (916) 441-6708
OJS
OJS
PHYA
PASTOR HENRY Y. ABEJUELLA III 94339
1"=10'

DIMENSION SITE PLAN, PAVEMENT PLAN, & GRADING PLAN

OAK PARK COMMUNITY CENTER

ACCESSIBLE EV PARKING UPGRADE
CITY OF SACRAMENTO APN:015-0151-003 CALIFORNIA
09/13/2024
2 2
2024-068

DIMENSIONED SITE PLAN

PAVEMENT PLAN

GRADING PLAN

IMPROVEMENT CALLOUTS

ONSITE AC PAVEMENT
PLACE 4'' AC OVER 6'' CLASS II AB OR MATCH EXISTING (WHICHEVER IS GREATER), COMPACTED TO A MINIMUM 95% COMPACTION.

PCC PAVEMENT - ACCESSIBLE EV PARKING AND EV ACCESS AISLE PLACE 6" PCC OVER 6" VIRGIN CLASS II AB COMPACTED TO A MINIMUM 95% COMPACTION. PLACE WELDED WIRE FABRIC 6X6 - W4.0 X W4.0. PROVIDE SCORE LINES / EXPANSION JOINTS PER CITY OF SACRAMENTO STANDARDS AND SPECIFICATIONS. ADD THICKENED EDGE AREAS WHERE PCC AND AC PAVEMENTS INTERSECT PER DETAIL 4 ON THIS SHEET. (SEE DOWEL REINFORCEMENT NOTE ON THIS SHEET).

PCC PAVEMENT - ONSITE WALK AND RAMP
PLACE 4" PCC OVER 6" VIRGIN CLASS II AB COMPACTED TO A MINIMUM 95% COMPACTION.

PROVIDE SCORE LINES / EXPANSION JOINTS PER CITY OF SACRAMENTO STANDARDS AND SPECIFICATIONS. SEE ZERO CURB DETAIL ON THIS SHEET.(SEE DOWEL REINFORCEMENT NOTE ON THIS SHEET). SEE ONSITE WALK AND RAMP DETAIL ON THIS SHEET.

VERTICAL CURB
PLACE TYPE 3 VERTICAL CURB OVER 2" AB PER CITY OF SACRAMENTO STANDARD DETAIL T-11.

ACCESSIBLE EV VAN AND STANDARD CHARGING STATIONS AND PEDESTAL MOUNT

SEE CITY OF SACRAMENTO APPROVED ARCHITECTURAL PLANS FOR ALL STRIPING, SIGNAGE, AND DETAILS.
1 2
3 4
5 8

DETECTABLE WARNINGS
PLACE DETECTABLE WARNINGS PER CBC202 11B-705.
6 PARKING CURB WHEEL STOP
INSTALL 6 FOOT (MODEL S-72) PARKING CURB, PER DETAIL
ON APPROVED ARCHITECTURAL PLANS ON SHEET A-002.

CONCRETE MOW STRIP
PLACE CONCRETE MOW STRIP PER DETAIL ON THIS SHEET.
7 1 1
2 3
3 3
4 4
4 5
5 7 7 7 7

Ϯ

Ϯ

Ϯ

BCROSS SECTION B-B
* SEE APPROVED CITY OF SACRAMENTO PLANS FOR PAVEMENT
NOTES AND DETAILS. SEE DIMENSIONED SITE PLAN (ON THIS SHEET)

FOR DISTANCES, SEE GRADING PLAN (ON THIS SHEET) FOR GRADE ELEVATIONS.
* ALL GRADES, SLOPES, AND DIMENSIONS ARE PER PLAN
MATCH
EX. AC
*PROPOSED

ADA EV PARKING
2% MAX SLOPE
AT ANY

DIRECTION
*PROPOSED
AC PAVEMENT*PROPOSED

WALK WITH

ZERO CURB
ZERO

CURB THICKENED
EDGE

ACROSS SECTION A-A
* SEE APPROVED CITY OF SACRAMENTO PLANS FOR PAVEMENT
NOTES AND DETAILS. SEE DIMENSIONED SITE PLAN (ON THIS SHEET)

FOR DISTANCES, SEE GRADING PLAN (ON THIS SHEET) FOR GRADE ELEVATIONS.
* SEE APPROVED CITY OF SACRAMENTO PLANS FOR PAVEMENT
NOTES AND DETAILS. SEE DIMENSIONED SITE PLAN (ON THIS SHEET)

FOR DISTANCES, SEE GRADING PLAN (ON THIS SHEET) FOR GRADE ELEVATIONS.
* ALL GRADES, SLOPES, AND DIMENSIONS ARE PER PLAN
*PROPOSED
ADA EV PARKING 2%

MAX SLOPE AT ANY

DIRECTION
*PROPOSED

AC PAVEMENT

THICKENED
EDGE
*PROPOSED

AC PAVEMENT
MATCH
EX. AC
*PROPOSED

AC PAVEMENT
* (P) 6" VERTICAL
CURB*PROPOSED
WALK
MATCH
EX. LANDSCAPE
* ALL GRADES, SLOPES, AND DIMENSIONS ARE PER PLAN

CCROSS SECTION C-C
* (P) 6" VERTICAL
CURB

37.557 (NAVD1988)
SAC COUNTY ID# 318-A1A: HILTI NAIL, LOCATED NE
CORNER OF 63RD STREET AND BROADWAY.

CONVERSION CALCULATION:

NAVD1988 ELEVATION: 37.557 FEET
NGVD1929 ELEVATION: 35.462 FEET
DIFFERENCE IN ELEVATION: 2.09 FEET
6 55
4 65
* (P) 6" VERTICAL
CURB
(E) SIGN TO REMAIN

AND BE PROTECTED

FROM DAMAGE
9/13/2024
9 Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Valley Hi Lib\CAD\ Architectural.dwg Dec 05 , 2024 - 9:36am ACAD Print Date & Time: Dec 05, 2024 - 9:36am
Work Order No:

STRUCTURAL NOTES

TYPICAL

PEDESTAL

ANCHORAGE

PEDESTAL ANCHORAGE

EV BLUEPRINT - CONSTRUCTION
12/3/2024
1 WO#
1 I.M
SCALE
E.R
K.L/ZJ
1 METER PEDESTAL MOUNTING TESCO 27-100 / 27-100-UM
SCALE:1" = 1'-0"

1. 2.

3.
Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Valley Hi Lib\CAD\ Architectural.dwg Jan 27 , 2025 - 8:24am ACAD Print Date & Time: Jan 27, 2025 - 8:24am
Work Order No:

TYPICAL STRIPING

PLANS AND SPECS

PARKING

SIGNAGE DETAILS

STRIPING AND MARKING

EV BLUEPRINT - CONSTRUCTION
K.L
E.R
SCALE
I.M
1 WO#
1 KEY NOTES: STALL MARKINGS
SURFACE IMPROVEMENTS LEGEND:

STRIPING AND PAINT SPECIFICATION
NOTE: PROVIDE SUBMITTAL FOR SIGNAGE TO CONFIRM CORRECT
TYPE, SIZE AND LOCATION OF SIGNAGE.

RMP 100-7 BIKE LANE GREEN SERIES SPECIFICATIONS.
1/24/2025
Off-street Entrance Sign
Tow Authority
18"x 24"

PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
NO
NO
O
RKING
AR
PA
EV
CHARGI
NG
ONLY
EV
CHARGI
NG
ONLY

EV CHARGING
ONLY
EV

CHARGIN
G
ONLY
Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Tahoe Park\CAD\ Architectural.dwg Feb 13 , 2024 - 10:56am ACAD Print Date & Time: Feb 13, 2024 - 10:56am
Work Order No:

COVER SHEET
SCALE
R.P
I.M
15 WO#R.P
PUBLIC R.O.W.

TAHOE PARK

EV BLUEPRINT
3501 59TH STREET
SACRAMENTO, CA 95820
02/13/2024
PUBLIC R.O.W.
&LW\RI6DFUDPHQWR&''
3ODQQLQJ$SSURYHG
1R3ODQ&KHFN5HTXLUHG
3ODQQHU
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
'DWH

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
Pamela Morgan
Feb 20, 2024
By:

City of Sacramento Plan ReviewAPPROVED
Nelson C Baligod
on Mar 06, 2024

LIFE SAFETY
By:

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

COM-24040833501 59TH STREETJOBCOPY
CITY OF SACRAMENTO GENERAL NOTES:

GRADING NOTES:

Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Tahoe Park\CAD\ Architectural.dwg Feb 13 , 2024 - 10:56am ACAD Print Date & Time: Feb 13, 2024 - 10:56am
Work Order No:

NOTES
AND
SPECS
WO#
5 2SCALE
PROJECT NOTES:

REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES:

R.P
I.M
R.P

TAHOE PARK

EV BLUEPRINT
3501 59TH STREET
SACRAMENTO, CA 95820
02/13/2024

APPROVED
City of Sacramento Plan Review

DEPARTMENT OF UTILITIES
Sarai Jimenez 02/27/2024
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024
COM-24040833501 59TH STREETJOBCOPY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Tahoe Park\CAD\ Architectural.dwg Feb 14 , 2024 - 10:32am ACAD Print Date & Time: Feb 14, 2024 - 10:32am
Work Order No:

A (E) PARKING DEMO PLAN
SCALE:1/8" = 1'-0"

B NEW EV CHARGE STATIONS - IMPROVEMENTS
SCALE:1/8" = 1'-0"
DEMO SURFACE IMPROVEMENTS LEGEND:

DEMO & (N) SURFACE

IMPROVEMENTS PLAN
DEMO KEY: EXISTING ADA STALLS
WO#
ADDITIONAL NOTES:

SCALE 35
R.P
I.M
R.P
SURFACE IMPROVEMENTS KEY NOTES:
…
NOTE: STALL MARKINGS
SURFACE IMPROVEMENTS LEGEND:

ADDITIONAL NOTES:

DOWEL REINFORCEMENT NOTE:
1 CURB RAMP
SCALE: N.T.S.

TAHOE PARK

EV BLUEPRINT
3501 59TH STREET
SACRAMENTO, CA 95820
02/13/2024
&LW\RI6DFUDPHQWR&''
3ODQQLQJ$SSURYHG
1R3ODQ&KHFN5HTXLUHG
3ODQQHU

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
'DWH

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
Pamela Morgan
Feb 20, 2024
$33529('
&LW\RI6DFUDPHQWR3ODQ5HYLHZ
'(9(/230(17(1*,1((5,1*
%\
Long Thao
on Mar 05, 2024

APPROVED
City of Sacramento Plan Review

DEPARTMENT OF UTILITIES
Sarai Jimenez 02/27/2024
By:

City of Sacramento Plan Review

APPROVED
Nelson C Baligod
on Mar 06, 2024

LIFE SAFETY
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024
COM-24040833501 59TH STREETJOBCOPY

&+$5*,1*
.

Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Tahoe Park\CAD\ Architectural.dwg Feb 13 , 2024 - 10:58am ACAD Print Date & Time: Feb 13, 2024 - 10:58am
Work Order No:

TAHOE PARK

EV BLUEPRINT
3501 59TH STREET
SACRAMENTO, CA 95820
02/13/2024
By:

City of Sacramento Plan Review

APPROVED
Sobia Arshad
on Mar 06, 2024

STRUCTURAL
By:

City of Sacramento Plan ReviewAPPROVED
Nelson C Baligod
on Mar 06, 2024

LIFE SAFETY

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024
COM-24040833501 59TH STREETJOBCOPY

CITY OF SACRAMENTO EROSION AND
SEDIMENT CONTROL NOTES:

Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Tahoe Park\CAD\ Architectural.dwg Feb 13 , 2024 - 10:59am ACAD Print Date & Time: Feb 13, 2024 - 10:59am
Work Order No:

EROSION

AND SEDIMENT

CONTROL NOTES

AND DETAILS
WO#
5 5
I.M
SCALE

BEST MANAGEMENT PRACTICES TABLE
R.P
R.P

TAHOE PARK

EV BLUEPRINT
3501 59TH STREET
SACRAMENTO, CA 95820
02/13/2024

APPROVED
City of Sacramento Plan Review

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024
COM-24040833501 59TH STREETJOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Feb 27, 2024

ELECTRICAL DIVISION
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan ReviewAPPROVED
Nelson C Baligod
on Mar 06, 2024

LIFE SAFETY
By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

COM-24040833501 59TH STREETJOBCOPY
REFER TO SHEET S-1

FOR PEDESTAL

MOUNTING DETAILS

APPROVED
City of Sacramento Plan Review

DEPARTMENT OF UTILITIES
Sarai Jimenez 02/27/2024
By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Feb 27, 2024
ELECTRICAL DIVISION_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

COM-24040833501 59TH STREETJOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Feb 27, 2024

ELECTRICAL DIVISION
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

ISSUED BY
Community Development Department
Saul Moran
on Mar 20, 2024
This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

COM-24040833501 59TH STREETJOBCOPY

PROTECT EXISTING

VEE GUTTER
61ST STREET
~ GROUND ~
~ GROUND ~
2' GUTTER
WALK

PARKING TWO VERTICAL CURBS
APN: 015-0151-003
BIKE
RACK
~ GROUND ~
CANOPY
DI

APPROX APPROX
WALK

PROTECT EXISTING

DRAIN-INLET WITH INLET

PROTECTION CONTROL PER
CITY DETAIL Q-30.

PROTECT EXISTING

VEE GUTTER
61ST STREET
~ GROUND ~
~ GROUND ~
2' GUTTER
WALK

PARKING TWO VERTICAL CURBS
APN: 015-0151-003
BIKE
RACK
~ GROUND ~
CANOPY
DI

APPROX APPROX
WALK

PROTECT EXISTING

DRAIN-INLET WITH INLET

PROTECTION CONTROL PER
CITY DETAIL Q-30.

MANHOLE

DRAIN INLET

WATER VALVE

FIRE HYDRANT

WATER METER

SEWER CLEAN OUT
FIRE DEPT. CONNECTION
LEGEND

SPOT ELEVATION

CONCRETE CURB

BACK FLOW PREVENTER

EDGE OF PAVEMENT
BENCHMARK ELEVATION:

SUBMITTED:

DESIGNED:

DRAWN:

CHECKED:

RCE:

SCALE: APPROVALDESCRIPTIONNO. ENGR

INIT BY DATE
JOB NO:

SHEET
DATE:

V:
1808 J STREET
SACRAMENTO, CALIFORNIA 95811 TEL: (916) 441-6708
OJS
OJS
PHYA
PASTOR HENRY Y. ABEJUELLA III 94339
1"=10'

EXISTING CONDITIONS AND DEMOLITION PLAN

TAHOE PARK

ACCESSIBLE EV PARKING UPGRADE
CITY OF SACRAMENTO APN:015-0151-003 CALIFORNIA
09/13/2024
1 2
2024-067

37.557 (NAVD1988)

SAWCUT AND REMOVE EXISTING VERTICAL CURB / CONCRETE MOW STRIP. LIMITS OF REMOVAL SHALL BE TO THE NEAREST
EXPANSION JOINTS OUTSIDE OF LIMITS SHOWN.

SAWCUT AND REMOVE EXISTING AC PAVEMENT TO THE LIMITS OF REMOVAL.

CLEAR AND GRAB LANDSCAPE AREA / DECOMPOSED GRANITE TO LIMITS SHOWN.

SAWCUT AND REMOVE EXISTING ONSITE WALK. LIMITS OF REMOVAL

SHALL BE TO THE NEAREST SCORELINES OR EXPANSION JOINTS
OUTSIDE OF LIMITS SHOWN.

SAWCUT AND REMOVE EXISTING SIDEWALK WITH CURB. LIMITS OF

REMOVAL SHALL BE TO THE NEAREST SCORELINES OR EXPANSION JOINTS OUTSIDE OF LIMITS SHOWN.

ADDITIONAL NOTES:

1. SEE SHEET C2 FOR ALL DIMENSIONS, STRIPING INFORMATION, AND IMPROVEMENT CALL OUTS.

2. PRIOR TO CLEAR AND GRUBBING LANDSCAPE AREA, CONTRACTOR

TO CAREFULLY REVIEW / LOCATE / IDENTIFY LOCATIONS WHERE IRRIGATION LINES / CONDUITS MAY EXIST. SHOULD CONFLICTS

ARISE, CONTRACTOR TO REVIEW WITH CITY OF SACRAMENTO
REPRESENTATIVE FOR A SOLUTION.

3. AVOID TRENCHING WITHIN DRIP LINE OF EXISTING TREES. WHERE

TRENCHING WITHIN DRIP LINE IS UNAVOIDABLE, REVIEW WITH CITY OF SACRAMENTO REPRESENTATIVE PRIOR TO START OF WORK.

USE AIR SPADE OR HAND TRENCH ONLY WITHIN THESE AREAS.

THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. JTS ENGINEERING CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR THE

COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES NOR FOR THE EXISTENCE

TREE
VAULT

TRANSFORMER

PARKING LIGHT

PULL BOX

UTILITY POLE
5 SAC COUNTY ID# 318-A1A: HILTI NAIL, LOCATED NE
CORNER OF 63RD STREET AND BROADWAY.

CONVERSION CALCULATION:

NAVD1988 ELEVATION: 37.557 FEET
NGVD1929 ELEVATION: 35.462 FEET
DIFFERENCE IN ELEVATION: 2.09 FEET
SCALE 1"=10'
10 2050
EXISTING CONDITIONS:

SCALE 1"=10'
10 2050

DEMOLITION PLAN
11 11
11 2
3 3
4 5
9/13/2024

61ST STREET
2' GUTTER
WALK

PARKING TWO VERTICAL CURBS
BIKE
RACK
~ GROUND ~
DI

APPROX APPROX
WALK
61ST STREET
~ GROUND ~
~ GROUND ~
2' GUTTER
WALK

PARKING TWO VERTICAL CURBS
APN: 015-0151-003
BIKE
RACK
~ GROUND ~
CANOPY
DI

APPROX APPROX
WALK
(33.83)
TP=TC=LIP=(M)
(33.81)
TP=TC=LIP=(M)

34.12 TP=TW=TC

34.21 TW

34.21 TW
(33.82)
TP=TC=LIP=(M)

34.12 TP=TW=TC

34.21 TW

35.17 TW

35.25 TW
(36.04)
TW=(M)

7.7%4.1%

35.71 DG=(M)

35.61 DG=(M)

35.62 DG=(M)

35.62 DG=(M)
VARIES

3.7%-4.5%
VARIES

4.0-4.6%
(34.33)
TP=(M)
(33.88)
LIP=(M)
(33.82)
LIP=(M)
(34.11)
TP=(M)

1.5%

1.6%

SSSSSSSSSSSSSSSSSSEEESSSSSSEEEESSSS
%%

EEEEEESS
%%%

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%%%%%%

RRIIEEEE
%%%%%%%

RRRIIEE
6%%%%%%%

RRRRRRII
66%%%%%%

RRRRRRRI
66666%%%

AARRRRRRR
66666%%

AAAARRRR
4 66666

AAAAAARRR
44 666

VAAAAAAAA
44444.6

VVVAAAAAAA
444444..

VVVVVAAAA
44444

VVVVVVVAAA
0-4444

VVVVVVV
000--4
VVVVV
00000-
VVV
00000
V
4 00000444 0044444.0444444.444444444
SSS
%%
SSSSS
%%%%%
SSSSSS
%%%%%%%

EESSSSSS
%%%%%%%%%

EEEESSSS
5%%%%%%%

EEEEEESS
5555%%%%%

IEEEEEEE
55555%%%

RIIEEEE
555555%

RRRIIEEE
4 55555

RRRRRII
444 55

RRRRRRRI
44444.5

AARRRRRR
444444.

AAARRRRR
44444

AAAAAARR
%%--444

AAAAAAAR
%%%--4

VVAAAAAA
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VVVVAAAAA
%%%%%%%

VVVVVVAA
7%%%%%%%%

VVVVVVVA
77%%%%%
VVVVV
77777%%%%
VVV
77777%
V
3 7777733 77733333.733333..333333333
61ST STREET
2' GUTTER
WALK

PARKING TWO VERTICAL CURBS
BIKE
RACK
~ GROUND ~
DI

APPROX APPROX
WALK

6.0'

5.0'

19.4'

10.0' 11.0'

5.0'

12.1'

14.5'

6.0'

3.0'

6.5'

18.0'

44.0'

28.0'

1.3'

19.3' 18.0'

3.0'

1.0' 1.0'

12.0' 5.0' 9.0'

9.0'

4.0'

2.0'

4.0'

11.0'

9.0'
00000000000000000004 04.004..00004
DOWEL REINFORCEMENT NOTE:

DOWEL REINFORCEMENT SHALL BE INSTALLED TO JOIN EXISTING TO NEW CONCRETE. PLACE NO. 4 REBAR SNUGLY FIT OR EPOXIED 4 INCHES SPACED 24 INCHES APART IN THE EXISTING CONCRETE.

THE DOWELS SHALL CONFORM TO SECTION 21 OF THE CITY OF
SACRAMENTO STANDARD SPEFICIATIONS.

ADDITIONAL NOTE:

MAXIMUM CROSS SLOPES SHALL NOT EXCEED 2 PERCENT AND 1%
MINIMUM. SIDEWALK/WALKWAY MAXIMUM RUNNING SLOPES SHALL
NOT EXCEED 5% AND 1% MINIMUM.

SLOPES AT SIDEWALK/WALKWAY LANDING AND SLOPES AT

CHANGING IN DIRECTION AT SIDEWALK/WALKWAY SHALL NOT EXCEED 2% IN ALL DIRECTIONS. REFER TO CITY OF SACRAMENTO STD SPECS

FOR SCORE LINES AND EXPANSION JOINTS
ABBREVIATIONS:

FC FACE OF CURB

DG FINSHED GRADE OF DECOMPOSED

GRANITE
(M) MATCH EXISTING ELEVATION

TBC TOP BACK OF CURB

TBM TEMPORARY ONSITE BENCHMARK

TP TOP OF PAVEMENT

TW TOP OF WALK
4 PCC THICKENED EDGE DETAIL
6"
8" MIN
*PROPOSED

PCC WALK
1 2" DIAMETER SMOOTH DOWEL, 24"
LONG AT ALL EXPANSION JOINTS.
*PROPOSED

PAVEMENT

ZERO CURB DETAIL NTS
BENCHMARK ELEVATION:

SUBMITTED:

DESIGNED:

DRAWN:

CHECKED:

RCE:

SCALE: APPROVALDESCRIPTIONNO. ENGR

INIT BY DATE
JOB NO:

SHEET
DATE:

V:
1808 J STREET
SACRAMENTO, CALIFORNIA 95811 TEL: (916) 441-6708
OJS
OJS
PHYA
PASTOR HENRY Y. ABEJUELLA III 94339
1"=10'

DIMENSION SITE PLAN, PAVEMENT PLAN, & GRADING PLAN

TAHOE PARK

ACCESSIBLE EV PARKING UPGRADE
CITY OF SACRAMENTO APN:015-0151-003 CALIFORNIA
09/13/2024
2 2
2024-067

37.557 (NAVD1988)
SAC COUNTY ID# 318-A1A: HILTI NAIL, LOCATED NE
CORNER OF 63RD STREET AND BROADWAY.

CONVERSION CALCULATION:

NAVD1988 ELEVATION: 37.557 FEET
NGVD1929 ELEVATION: 35.462 FEET
DIFFERENCE IN ELEVATION: 2.09 FEET

DIMENSIONED SITE PLAN

PAVEMENT PLAN

GRADING PLAN

IMPROVEMENT CALLOUTS

ONSITE AC PAVEMENT
PLACE 4'' AC OVER 6'' CLASS II AB OR MATCH EXISTING (WHICHEVER IS GREATER), COMPACTED TO A MINIMUM 95% COMPACTION.

PCC PAVEMENT - ACCESSIBLE EV PARKING AND EV ACCESS AISLE PLACE 6" PCC OVER 6" VIRGIN CLASS II AB COMPACTED TO A MINIMUM 95% COMPACTION. PLACE WELDED WIRE FABRIC 6X6 - W4.0 X W4.0. PROVIDE SCORE LINES / EXPANSION JOINTS PER CITY OF SACRAMENTO STANDARDS AND SPECIFICATIONS. ADD THICKENED EDGE AREAS WHERE PCC AND AC PAVEMENTS INTERSECT PER DETAIL 4 ON THIS SHEET. (SEE DOWEL REINFORCEMENT NOTE ON THIS SHEET).

PCC PAVEMENT - ONSITE WALK AND RAMP
PLACE 4" PCC OVER 6" VIRGIN CLASS II AB COMPACTED TO A MINIMUM 95% COMPACTION.

VERTICAL CURB
PLACE TYPE 3 VERTICAL CURB OVER 2" AB PER CITY OF SACRAMENTO STANDARD DETAIL T-11.

ACCESSIBLE EV VAN AND STANDARD CHARGING STATIONS AND PEDESTAL MOUNT

SEE CITY OF SACRAMENTO APPROVED ARCHITECTURAL PLANS FOR ALL STRIPING, SIGNAGE, AND DETAILS.
1 2
3 4
5 8
11 DETECTABLE WARNINGS
PLACE DETECTABLE WARNINGS PER CBC202 11B-705.6
2 2 2

DECOMPOSED GRANITE FOR WALKWAY
PLACE 4" OF DECOMPOSED GRANITE (DG) TO 95%
COMPACTION. CONTRACTOR TO COORDINATE WITH CITY

OF SACRAMENTO REPRESENTATIVE FOR DG
SPECIFICATIONS.

PARKING CURB WHEEL STOP
INSTALL 6 FOOT (MODEL S-72) STANDARD PARKING CURB,

PER DETAIL ON APPROVED ARCHITECTURAL PLANS ON
SHEET A-002.
.
7 77
3 3
3 33 3
4 4
4 44
4 4
4 4
4 5
5 5
5 5
5 5
5 5
6 8 8
8 8
4 4
4 4

ͲͲ

ͲͲ

ACROSS SECTION A-A
* SEE APPROVED CITY OF SACRAMENTO PLANS FOR PAVEMENT
NOTES AND DETAILS. SEE DIMENSIONED SITE PLAN (ON THIS SHEET)

FOR DISTANCES, SEE GRADING PLAN (ON THIS SHEET) FOR GRADE ELEVATIONS.
* ALL GRADES, SLOPES, AND DIMENSIONS ARE PER PLAN
*PROPOSED

ADA EV PARKING
2% MAX SLOPE

DETECTABLE

WARNING
ZERO
CURB
*PROPOSED

CURB RAMP
*PROPOSED

LANDING
*PROPOSED
SLOPED
WALK
MATCH

EXISTING
WALK

MATCH LIP

LINE OF

EXISTING

VEE GUTTER

BCROSS SECTION B-B
* SEE APPROVED CITY OF SACRAMENTO PLANS FOR PAVEMENT
NOTES AND DETAILS. SEE DIMENSIONED SITE PLAN (ON THIS SHEET)

FOR DISTANCES, SEE GRADING PLAN (ON THIS SHEET) FOR GRADE ELEVATIONS.
* ALL GRADES, SLOPES, AND DIMENSIONS ARE PER PLAN
*PROPOSED

ADA EV PARKING
2% MAX SLOPE

PROPOSED
WALK
ZERO
CURB

MATCH LIP

LINE OF

EXISTING

VEE GUTTER

VERTICAL
CURB

DECOMPOSED

GRANITE EXISTING
GRASS

EXISTING
GRASS
55 VERTICAL
CURB

VERTICAL
CURB

VERTICAL
CURB
(E) MOW
STRIP

DETECTABLE

WARNING

DECOMPOSED

GRANITE

DECOMPOSED

GRANITE
*

ZERO CURB

ONSITE WALK AND CURB RAMP DETAIL
* ALL GRADES, SLOPES, AND DIMENSIONS ARE PER PLAN.

SEE IMPROVEMENT CALLOUTS FOR SPECIFICATIONS.

SCALE 1"=10'
10 2050
SCALE 1"=10'
10 2050
SCALE 1"=10'
10 2050
(E) MOW
STRIP
(E) MOW
STRIP
(E) MOW
STRIP

VERTICAL
CURB
*
*
*
*
*
ͲͲ

CCROSS SECTION C-C
* SEE APPROVED CITY OF SACRAMENTO PLANS FOR PAVEMENT
NOTES AND DETAILS. SEE DIMENSIONED SITE PLAN (ON THIS SHEET)

FOR DISTANCES, SEE GRADING PLAN (ON THIS SHEET) FOR GRADE ELEVATIONS.
* ALL GRADES, SLOPES, AND DIMENSIONS ARE PER PLAN
*PROPOSED

LANDING
*PROPOSED

DECOMPOSED

GRANITE
MATCH
EX. DG
MATCH
EX. DG
*PROPOSED

DECOMPOSED

GRANITE
5 5
5 5
*
*
*

ͲͲ

DCROSS SECTION D-D
* SEE APPROVED CITY OF SACRAMENTO PLANS FOR PAVEMENT
NOTES AND DETAILS. SEE DIMENSIONED SITE PLAN (ON THIS SHEET)

FOR DISTANCES, SEE GRADING PLAN (ON THIS SHEET) FOR GRADE ELEVATIONS.
* ALL GRADES, SLOPES, AND DIMENSIONS ARE PER PLAN
*PROPOSED

PCC PAVEMENT
*PROPOSED

AC PAVEMENT
MATCH
EX. AC
MATCH
EX. AC
*PROPOSED

AC PAVEMENT
*
9/13/2024

Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Valley Hi Lib\CAD\ Architectural.dwg Dec 05 , 2024 - 9:36am ACAD Print Date & Time: Dec 05, 2024 - 9:36am
Work Order No:

STRUCTURAL NOTES

TYPICAL

PEDESTAL

ANCHORAGE

PEDESTAL ANCHORAGE

EV BLUEPRINT - CONSTRUCTION
12/3/2024
1 WO#
1 I.M
SCALE
E.R
K.L/ZJ
1 METER PEDESTAL MOUNTING TESCO 27-100 / 27-100-UM
SCALE:1" = 1'-0"

1. 2.

3.
Sheet Scale:

Drawn By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\_All Multiple Facility Projects\2022\EVBluprint\3 SD\Valley Hi Lib\CAD\ Architectural.dwg Jan 27 , 2025 - 8:24am ACAD Print Date & Time: Jan 27, 2025 - 8:24am
Work Order No:

TYPICAL STRIPING

PLANS AND SPECS

PARKING

SIGNAGE DETAILS

STRIPING AND MARKING

EV BLUEPRINT - CONSTRUCTION
K.L
E.R
SCALE
I.M
1 WO#
1 KEY NOTES: STALL MARKINGS
SURFACE IMPROVEMENTS LEGEND:

STRIPING AND PAINT SPECIFICATION
NOTE: PROVIDE SUBMITTAL FOR SIGNAGE TO CONFIRM CORRECT
TYPE, SIZE AND LOCATION OF SIGNAGE.

RMP 100-7 BIKE LANE GREEN SERIES SPECIFICATIONS.
1/24/2025
Off-street Entrance Sign
Tow Authority
18"x 24"

Sacramento City CouncilApril 22, 2025

Sacramento City Council
April 22, 2025