REQUEST FOR CONTRACTOR QUALIFICATIONS
for
Lagoon Pump Station Seismic Rehabilitation and
Capacity Enhancement Project (CIP 301-717)
May 19, 2026
City of Foster City
610 Foster City Boulevard Foster
City, California 94404
Project Location:
100 Lincoln Centre Dr.
Foster City, California, 94404
Deadline for Submissions:
June 18, 2026 at 2:00 PM
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
1 NOTICE TO BIDDERS FOR PRE-QUALIFICATION (GC’S)
CITY OF FOSTER CITY
NOTICE IS HEREBY GIVEN that the CITY OF FOSTER CITY is inviting contractors to submit pre-qualification packages for the project referred to and described as follows:
PROJECT: Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project
PROJECT DESCRIPTION: City of Foster City is looking to install the following on the City’s Lagoon Pump House, which is the sole pump
station for the Foster City Lagoon:
1. Remove two existing, decommissioned pumps and
engines.
2. Install two (2) Cascade model 66-AM pumps or
similar, each capable of conveying 125,000 GPM
with formed suction intakes. Construct supporting
improvements such as right-angle gear drives,
engines, and engine appurtenances.
3. Construct stop log isolation systems at the wetwell
intake for each pump bay.
4. Replace all flap gates on exterior of station (8 –
84”x84” and 4-60” diameter).
5. Refurbish 8 weir gates and replace electric
actuators
6. Replace existing trash rack system for each pump
bay and include a mechanism for rack removal and
cleaning.
7. Inspect wetwell and aftbay concrete during initial
phases of construction and construct necessary
repairs during later phases of construction.
8. Replace both north (bay) and south (lagoon) side
walkways.
9. Install four (4) approximately 11-foot by 11-foot
access openings in the existing roof structure to
facilitate pump replacement. Finish the access
holes with removable louvered penthouses. Two
access openings are intended for the current
project while the other two are intended to facilitate
future replacement of the existing duty pumps.
10. Perform seismic retrofits of varying thickness
shotcrete overlays on exterior of building.
11. Replace existing roof waterproofing system.
12. Remove old and add various electrical
components.
COMPLETION: 300 Calendar Days
CONSTRUCTION COST
ESTIMATE:
$14,000,000 - $15,000,000
LICENSE REQUIRED: GENERAL CONTRACTORS; CLASS ‘A’
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
2 Prospective bidders for pre-qualification may review and download an electronic copy of the original pre- qualification package on the Foster City website, at the following link: https://www.fostercity.org/rfps
Pre-Qualification packages shall be emailed to the Ryan Marquez, Senior Civil Engineer, at:
[email protected] before or at 2:00 p.m. on Thursday June 18, 2026.
After Pre-Qualification package submission, all packages will be reviewed and approved pre-qualified bidders will be notified via email, and a list will be posted to the RFQ webpage.
If there are any questions, please email Ryan Marquez, Public Works Department, at:
[email protected]
Date: ____________ ____________________________
Andrew Brozyna
Director of Public Works
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
3 The City of Foster City seeks to pre-qualify General Contractors for the construction of the Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project (“Project”), and hereby invites sealed pre -qualification submittals from licensed Contractors.
Notice is hereby given that the City of Foster City has determined that general contractor bidders on this Project must be pre-qualified prior to submitting a bid on this Project. The pre-qualification evaluation is solely for the purpose of determining which general building contractors (Contractors) are deemed qualified to successfully construct the Project.
Only Contractors in possession of a valid Class A Contractors license are allowed to bid on the Project.
It is mandatory that all Contractors who intend to submit a bid, fully complete the pre - qualification questionnaire, provide all requested materials, and be approved by the City of Foster City be on the final qualified bidders list.
Pre-Qualification submittal packages may be obtained at:
https://www.fostercity.org/rfps
FILING OF SUBMITTALS: On or before 2:00 PM, June 18, 2026
Pre-Qualification Questionnaires shall be emailed to the below contact.
All submittals must be labeled:
“Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project - Contractor Prequalification”
To: Ryan Marquez
Senior Civil Engineer
[email protected]
Foster City Public Works Department
610 Foster City Blvd.
Foster City CA, 94404
It is the sole responsibility of the Contractor to see that the Pre-Qualification Submittal is received before the stated deadline.
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
4 PROJECT TEAM
OWNER
City of Foster City
610 Foster City Blvd.
Foster City, CA. 94404
Contact: Ryan Marquez, P.E., Senior Civil Engineer
ENGINEER OF RECORD
Chuck Anderson, P.E.
Schaaf & Wheeler Consulting Engineers, Inc.
4699 Old Ironsides Drive, Suite 350
Santa Clara, CA 95054
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
5 TABLE OF CONTENTS
Project Description and Submittal Instructions .................................. .....5 Statement of Understanding .............................................................. .....9 Questionnaire
Part I: Essential Requirements for Qualification ........................... …11 Part II: Questionnaire
Section A: Current Organization and Structure .................... …13 Section B: History of Business and Organizational
Performance…………...... ............................................ ...16 Section C: Compliance with Regulatory Requirements…….....23 Part III: Similar Project Experience Questionnaire........................ ...25 Part IV: Organizational Resources………………………………….....29
Questionnaire Scoring……………………………………………...………30
Attachments
Attachment A: Project Reference Drawings
Attachment B: Insurance Requirements
Attachment C : Project Labor Agreement
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
6 PROJECT DESCRIPTION
City of Foster City is looking to install the following on the City’s Lagoon Pump House, which is the sole pump station for the Foster City Lagoon:
1. Remove two existing, decommissioned pumps and engines.
2. Install two (2) Cascade model 66-AM pumps or similar, each capable of conveying 125,000 GPM with formed suction intakes. Construct supporting improvements such as right-angle gear drives, engines, and engine appurtenances.
3. Construct stop log isolation systems at the wetwell intake for each pump bay.
4. Replace all flap gates on exterior of station (8 – 84”x84” and 4-60” diameter).
5. Refurbish 8 weir gates and replace electric actuators.
6. Replace existing trash rack system for each pump bay and include a mechanism for rack removal and cleaning.
7. Inspect wetwell and aftbay concrete during initial phases of construction and construct necessary repairs during later phases of construction.
8. Replace both north (bay) and south (lagoon) side walkways.
9. Install four (4) approximately 11-foot by 11-foot access openings in the existing roof structure to facilitate pump replacement. Finish the access holes with removable louvered penthouses. Two access openings are intended for the current project while the other two are intended to facilitate future replacement of the existing duty pumps.
10. Perform seismic retrofits of varying thickness shotcrete overlays on exterior of building.
11. Replace existing roof waterproofing system.
12. Remove old and add various electrical components.
The engineer’s estimate for this project is $14,000,000-$15,000,000
For additional information regarding the current designs for this project, please see Attachment A “Project Reference Drawings.” Final designs will be available with issuance of the final bidding and contract documents.
PROJECT SCHEDULE
The current tentative Project Schedule is as follows:
• Pre-Qualification of Contractors: May – June 2026
• Project Bidding: Late Summer 2026
• Award Project: Fall 2026
• Start Procurement/Construction: Fall/Winter 2026
• Estimated construction duration: 10 Months
PRE-QUALIFICATION SCHEDULE
Advertisement Inviting Pre-Qualification Submittals: May 19, 2026 Submissions Due: June 18, 2026
Pre-Qualification Notification: July 10, 2026
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
7 GENERAL
Foster City is seeking qualified Class “A” General Contractors with a minimum of ten (10) years of experience in public works construction.
The Contractor’s team shall demonstrate the following experience within the past five (5) years:
• At least three (3) projects involving installation of large capacity pumps, engines, and associated mechanical & electrical systems; and
• At least three (3) project s involving structural retrofit or rehabilitation of marine reinforced concrete structures.
The Contractor may submit work where they were the subcontractor or GC, but must have experience performing or being prime contractor for both. Please see Part III Similar Project Experience (page 26) for a definition of “comparable experience.”
Each prospective Contractor must successfully complete the pre -qualification questionnaire, provide all requested materials in the required form, and be approved by Foster City to be on the final qualified bidders list. The City will not accept submission of incomplete or late documentation. Incomplete documentation may result in the rejection of the prospective Contractor.
Answers to all questions contained in the attached questionnaire, information about current bonding capacity, notarized statement from surety, and the most recent reviewed or audited financial statements, with accompanying notes and supplemental information, are required.
Foster City reserves the right to unilaterally adjust, increase, limit, suspend, or rescind the pre-qualification rating based on subsequently learned information. Contractors whose rating changes s ignificantly after pre-qualification that disqualifies them will be notified and given an opportunity for a hearing consistent with the Appeal procedures described below to appeal a pre-qualification rating.
Foster City will not be l iable for any cost incurred by any Contractor in connection with this pre-qualification process, including the preparation of its submittal package.
PRE-QUALIFICATION GUIDELINES
Each prospective Contractor must successfully complete the pre -qualification process outlined in this document. No other pre -qualification process completed for Foster City or any other agency will meet these requirements.
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
8 Prospective Contractors must submit “Statements of Qualifications” (SOQ) by completing the Pre -Qualification Submittal Questionnaire package. Foster City will not accept information or documents from other parties. Submission of incomplete and/or unclear Pre-Qualification Submittal Questionnaire or other required materials may result in rejection of the prospective contractor.
Any questions or requests for information must be submitted in writing to:
Ryan Marquez
Senior Civil Engineer
City of Foster City/Estero Municipal Improvement District Email: [email protected]
PREPARATION OF PRE-QUALIFICATION SUBMITTALS
The submittal information should be separated by sections. One (1) electronic copy in *.PDF format of the Pre-Qualification Submittal shall be uploaded to the Foster City webpage below. The completed Pre-Qualification Submittal should not exceed 50 pages. Foster City reserves the right to waive minor irregularities and omissions in the information contained in the pre-qualification application submitted.
EVALUATION AND ANALYSIS
Pre-qualification of prospective contractors will be determined from the information submitted in each Pre -Qualification Questionnaire Submittal. Foster City reserves the right to verify from other available sources the information provided by the Contractor and to rely upon such information gathered during the verification process. Foster City’s decision will be based on objective evaluation criteria. Further consideration of a prospective contractor’s qualifications will be made only if the prospective contractor meets all of the following minimum requirements:
1. Submission of a properly completed and signed Declaration
2. Possession of the valid California Contractors “A” License in good standing
3. Meet bonding capacity requirements – Single limit of $15,000,000. Aggregate limit of $30,000,000
4. Meet insurance requirements
5. Demonstration of General Contractor’s Similar Project Experience
6. Demonstration of Contractor’s Project Manager/Field Superintendent Comparable Experience
7. No completion of work by surety in the last 15 years
8. Satisfactory History with the Department of Industrial Relations (DIR)
9. Meet financial requirements
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
9 Note: this project is subject to Prevailing Wage requirements per DIR requirements. Any contract that is subsequently bid and awarded must comply with all prevailing wage requirements.
The Pre-Qualification Questionnaire Submittal Analysis Form that will be used to verify minimum qualifications is included. Foster City will screen each responding prospective Contractor’s statement for minimum qualificat ions and develop a list of Pre -Qualified Contractors.
Foster City reserves the right to reject any or all responses to pre -qualification questionnaires and any or all subsequent bids for construction projects, and to waive any irregularities in any response to the pre-qualification application.
While it is the intent of the pre -qualification questionnaire and required documents to assist Foster City in determining bidder responsibility prior to bid and to aid Foster City in selecting the lowest responsible bidder, neither the fact of pre -qualification, nor any pre- qualification rating, will preclude Foster City from a post -bid consideration and determination of whether a bidder has the quality, fitness, capa city and experience to satisfactorily perform the proposed work on the Project.
The questionnaires and financial statements shall not be public records and shall not be open to public inspection; however, records of the names of contractors applying for prequalification status shall be public records subject to disclosure under Divisi on 10 (commencing with Section 7920.000) of Title 1 of the Government Code. However, by submitting the pre -qualification packet, the Contractor agrees that the contents of the submittal may be disclosed to third parties for the purpose of verification, investigation of substantial allegations, or in any appeal hearing. Also, the names of prospective contractors applying for pre-qualification status will be subject to disclosure.
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
10 SCORING INSTRUCTIONS:
The City will evaluate the information gathered during this prequalification process by using the objective criteria set forth in this document.
The City will evaluate the Prequalification Submittals on a pass/fail and scoring basis, using criteria shown immediately following each question on the Prequalification Questionnaire. To prequalify, contractors must pass each section of the questionnaire, and must not have given answers that, as stated on the questionnaire, would caus e them to be immediately disqualified.
The following pre-qualification sections must be filled out completely and submitted to the City to be considered:
The Scores Needed for Pre-Qualification
• Part I: Essential Requirements for Qualification -- Pass/Fail • Part II: Questionnaire
o Section A: Current Organization and Structure – informational o Section B: History of Business and Organizational Performance – passing score is 51 points out of a maximum of 68 points
o Section C: Compliance with Regulatory Requirements – passing score of 27 points out of a maximum of 40 points
• Part III: Similar Project Experience -- Pass/Fail as part of question 6 in Part I • Part IV: Organizational Resources -- Pass/Fail
APPEALS PROCEDURE
Any prospective bidder who Foster City determines to not pass the pre -qualification process shall have the right to request review of the determination. The prospective bidder shall request review by delivering to the Director of Public Works a written notice requesting a review. The prospective bidder shall deliver such written notice to the Director of Public Works within five (5) business days of being notified that the prospective bidder has been determined not to be qualified. Upon request of the prospective bidder, Foster City shall provide notification to the prospective bidder in writing of the basis for the prospective bidder’s disqualification and any supporting evidence that has been received from others or adduced as a result of an investigation by the public entity.
The Director of Public Works or his/her designee shall conduct a n appeals hearing no later than ten (10) business days following receipt of the contractor’s written notice at the following address: 610 Foster City Boulevard, Foster City, CA 94404 or via email:
[email protected]. The hearing conduct ed shall be informal but will be an evidentiary hearing. At the hearing, the prospective bidder shall be given the opportunity to rebut any evidence used as a basis for disqualification and to present evidence to the public entity as to why the prospective bidder should be f ound qualified. The Director of
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
11 Public Works shall consider all evidence, information and arguments submitted by the contractor relevant to Foster City’s determination, the Foster City response to such evidence, information and arguments, and any other information the Director of public Works deems relevant. Promptly following the hearing, the Director of Public Works shall issue a written decision regarding the matter, which shall be final and binding.
The Contractor waives its right to challenge Foster City’s decision if it fails to deliver the notice within the five (5) business days.
STATEMENT OF UNDERSTANDING
The undersigned certifies that the statements and information contained in this submittal are complete and accurate and that the submittal contains no false or deliberately misleading information. The undersigned hereby agrees and declares that receipt of this submittal by Foster City does not constitute either a direct or implied guarantee to the Contractor that pre-qualification is or will be granted and also agrees to the procedures and conditions of the pre -qualification requirements described in the Pre -Qualification Document.
(1) Legal Name of Applicant (Contractor) __________________________________
_______________________________________________________________
(2) Address of Applicant (Contractor) _____________________________________
_______________________________________________________________
(3) Phone Number ___________________________ Fax ____________________
Email ___________________________________
(4) Applicant is a ( ) Corporation ( ) Partnership ( ) Sole Proprietorship ( ) Joint Venture
(5) If Contractor is a Corporation, name the State of Incorporation_______________
(6) Total number of years the Contractor has been contracting _________________
(7) Total number of years the Contractor has been in construction ______________
____________________
(8) Banking institution authorized to provide corroboration of applicant’s financial stability:
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
12 Name: __________________________________________________________
Address: ________________________________________________________
Contact: _________________________ Telephone_______________________
(9) Is the Contractor signatory to any collective bargaining agreement (Yes or No). If yes please provide affiliate information :
____________________________________________________________
(10) Execution:
The undersigned is a legally authorized representative of the Contractor. The legal name of the Contractor is _____________________________________________________
State of California
Contractor’s License Number: Type: _____________________ Expiration:_____________________
______________________________, being first duly sworn, says that all statements and information contained in this Submittal are complete and accurate and that this Submittal contains no false or deliberately misleading information.
Contractor
Printed Name Signature
Title
Subscribed and sworn to before me this _____________ day of ____________________, 20 ______________________________________________
Notary Public in and for the State of __________________ Residing at _____________________________________
Expiration Date: __________________________________
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
13 END OF FORM
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
14 PART I: ESSENTIAL REQUIREMENTS FOR QUALIFICATION
IMPORTANT NOTE:
Contractor will be immediately disqualified if the answer to any of questions 1 through 8 is “no.”
Contractor will be immediately disqualified if the answer to any of questions 9 through 13 is “yes.” If the answer to question 10 is “yes,” and if debarment would be the sole reason for denial of pre-qualification, any pre-qualification issued will exclude the debarment period.
1. Contractor possesses a valid and current California Class “A” General Contractor’s License in good standing for this project for which it intends to submit a bid.
Yes No
2. Contractor has (or can provide proof that they can obtain within ten (10) business days prio r to award) an insurance policy (ies) consistent with Attachment B “Insurance Requirements”.
Yes No
3. Contractor has current workers’ compensation insurance policy as required by the Labor Code or is legally self-insured pursuant to Labor Code section 3700 et. seq.
Yes No
4. Have you a ttached your latest copy of a reviewed or audited financial statement with accompanying notes and supplemental information
Yes No
NOTE: A financial statement that is not either reviewed or audited by a Certified Public Accountant (CPA) is not acceptable. A letter verifying availability of a line of credit may also be attached; however, it will be considered as supplemental information only, and is not a substitute for the required financial statement.
5. Have you attached a notarized statement from an admitted surety insurer (approved by the California Department of Insurance and authorized to issue bonds in the State of California), which states that your current bonding capacity
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
15 is at least $15,000,000 for a single project, and $30,000,000 aggregate, should you be selected?1
Yes No
NOTE: Notarized statement must be from Surety Company, not an agent or broker.
6. Contractor has completed at least three (3) comparable projects in the last ten (10) years? See Part III A: Similar Project Experience Question naire (Contractor Experience Requirements) for criteria.
Yes No
7. Contractor understands that both it and its subcontractors will have to comply with the City’s Project Labor Agreement?
Yes No
8. Contractor and its subcontractors will comply with all applicable federal requirements, including those of the Federal Emergency Management Agency (FEMA), for contracts that are partially or fully funded with federal assistance.
Yes No
9. Has your contractor’s license been revoked at any time in the last fifteen (15) years?
Yes No
10. Has a surety firm completed, or is in the process of completing, a contract on your behalf, or has paid for completion because your firm was default terminated by the project owner within the last fifteen (15) years?
Yes No
11. At the time of submitting this pre-qualification form, is your firm ineligible to bid on or be awarded any local, state or federal public works contract s, or perform as a subcontractor on any such public works contract, pursuant to either Labor Code section 1777.1 or Labor Code section 1777.7 or any other local, state or federal law or regulation?
Yes No
1 An additional notarized statement from the surety may be requested by the City of Foster City at the time of submission of a bid, if this pre-qualification package is submitted more than 60 days prior to submission of the bid.
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
16 If the answer is “Yes,” state the beginning and ending dates of the period of debarment:
Starting Ending
12. At any time during the last fifteen (15) years, has your firm or any of its owners or officers been convicted of a crime involving the awarding of a contract of a government construction project, or the bidding or performance of a government contract?
Yes No
13. In the last fifteen (15) years has your firm been denied an award of a public works contract based on a finding by a public agency that your company was not a responsible bidder?
Yes No
If “yes,” explain on a separate signed page. Identify the year of the event, the owner, the project and the basis for the finding by the public agency.
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
17 PART II: QUESTIONNAIRE
Section A. Current Organization and Structure of the Business
For Firms That Are Corporations:
1a. Date incorporated:
1b. Under the laws of what state:
1c. Provide all the following information for each person who is either (a) an officer of the corporation (president, vice president, secretary, treasurer), or (b) the owner of at least ten percent (10%) of the corporation’s stock.
Name Position Years
with Co.
% Ownership
1d. Identify every construction firm that any person listed above has been associated with (as owner, general partner, limited partner or officer) at any time during the last fifteen years.
NOTE: For this question, “owner” and “partner” refer to ownership of ten percent (10%) or more of the business, or ten percent (10%) or more of its stock, if the business is a corporation.
Person’s Name
Construction Firm
Dates of Person’s
Participation with Firm
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
18 For Firms That Are Partnerships:
1a. Date of formation:
1b. Under the laws of what state:
1c. Provide all the following information for each partner who owns ten percent (10%) or more of the firm.
Name Position Years
with Co.
% Ownership
1d. Identify every construction company that any partner has been associated with (as owner, general partner, limited partner or officer) at any time during the last five years.
NOTE: For this question, “owner” and “partner” refer to ownership of ten percent (10%) or more of the business, or ten percent (10%) or more of its stock, if the business is a corporation.
Person’s Name
Construction Company
Dates of Person’s
Participation with Company
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
19 For Firms That Are Sole Proprietorships:
1a. Date of commencement of business:
1b. Social security number of company owner:
1c. Identify every construction firm that the business owner has been associated with (as owner, general partner, limited partner or officer) at any time during the last fifteen (15) years.
NOTE: For this question, “owner” and “partner” refer to ownership of ten percent (10%) or more of the business, or ten percent (10%) or more of its stock, if the business is a corporation.
Person’s Name
Construction Company
Dates of Person’s
Participation with Company
For Firms That Intend to Make a Bid as Part of a Joint Venture:
1a. Date of commencement of joint venture:
1b. Provide all of the following information for each firm that is a member of the joint venture that expects to bid on one (1) or more projects:
Name of firm % Ownership of Joint Venture
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
20 CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
21 Section B. History of the Business and Organizational Performance
1. Has there been any change in ownership of the fi rm at any time during the last fifteen (15) years?
NOTE: A corporation whose shares are publicly traded is not required to answer this question.
Yes No
If “yes,” explain on a separate signed page.
2. Is the firm a subsidiary, parent, holding company, or affiliate of another construction firm?
NOTE: Include descriptive and background information about other firms if one firm owns fifty percent (50%) or more of another, or if an owner, partner, or officer of your firm holds a similar position in another firm.
Yes No
If “yes,” explain on a separate signed page.
3. Are any corporate officers, partners or owners connected to any other construction firms?
NOTE: Include descriptive and background information about other firms if an owner, partner, or officer of your firm holds a similar position in another firm.
Yes No
If “yes,” explain on a separate signed page.
4. State your firm’s gross revenue for each of the last three (3) years:
2023 2024 2025
_ ___ _ ___
5. How many years has your organization been in business in California as a contractor under your present business name and license number? Years 6 years or more = 3 points
8 years or more= 4 points
10 years or more = 5 points
6. Was your firm in bankruptcy at any time during the last fifteen (15) years? Yes No
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
22 “No” = 3 points “Yes” = 0 points
If “yes,” please attach a copy of the bankruptcy petition, showing the case number and the date on which, the petition was filed, and a copy of the Bankruptcy Court’s discharge order, or any other document that ended the case, if no discharge order was issued.
Licenses
7. List all California construction license numbers, classifications and expiration dates of the California Contractor Licenses held by your firm:
8. If any of your firm’s license(s) are held in the name of a corporation or partnership, list below the names of the qualifying individual(s) listed on the California Contractors State License Board (CSLB) records who meet(s) the experience and examination requirements for each license.
9. Has your firm changed names or license number in the past fifteen (15) years? Yes No
If “yes,” explain on a separate signed page, including the reason for the change.
10. Has any owner, partner, or (for corporations) officer of your firm operated a construction firm under any other name in the last fifteen (15) years? Yes No
If “yes,” explain on a separate signed page, including the reason for the change.
11. Has any CSLB license held by your firm or its Responsible Managing Employee (RME) or Responsible Managing Officer (RMO) been suspended within the last fifteen (15) years?
Yes No
“No” = 5 points “Yes” = 0 points
If “yes,” please explain on a separate signed sheet.
Disputes
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
23 12. At any time in the last fifteen (15) years has your firm been assessed and paid liquidated damages after completion of a project under a construction contract with either a public or private owner?
Yes No
No projects with liquidated damages of more than $10,000, = 5 points Two (2) projects with liquidated damages of more than $10,000 = 3 points Any other answer: 0 points
If yes, explain on a separate signed page, identifying all such projects by owner, owner’s address, the date of completion of the project, amount of liquidated damages assessed and all other information necessary to fully explain the assessment of liquidated damages.
13. In the last fifteen (15) years has your firm, or any firm with which any of your company’s owners, officers or partners was associated, been debarred, disqualified, removed or otherwise prevented from bidding on, or completing, any government agency or public works project for any reason? NOTE: “Associated with” refers to another construction firm in which an owner, partner or officer of your firm held a similar position, and which is listed in response to question 1c or 1d on this form.
Yes No
“No” = 5 points “Yes” = 0 points
If “yes,” explain on a separate signed page. State whether the firm involved was the firm applying for pre-qualification here or another firm. Identify by name of the company, the name of the person within your firm who was associated with that company, the year of the event, the owner of the project, the project and the basis for the action.
* * * * *
NOTE: The following two (2) questions refer to disputes between your firm and the owner of a project as well as information about disputes between your firm and a supplier, another contractor, or subcontractor. You need not include information about “pass -through” disputes in which the actual dispute is between a sub -contractor and a project owner. Also, you may omit reference to all disputes about amounts of less than $10,000.
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
24 14. In the past fifteen (15) years has any claim against your firm concerning your firm’s work on a construction project been filed in court or arbitration? Yes No
If so, how many?
5 points for “No”
-1 point from 5 for Yes and each instance with 0 being lowest (IE 2 instances = 3 points).
If “yes,” on separate signed sheets of paper identify the claim(s) individually by providing the project name, date of the claim, name of the claimant, a brief description of the nature of the claim, the court in which the case was filed and a brief description of the status of the claim (pending or resolved, including a brief description of the resolution).
15. In the past fifteen (15) years has your firm made any claim against a project owner concerning work on a project or payment for a contract and filed that claim in court or arbitration?
Yes No
5 points for “No”
-1 point from 5 for Yes and each instance with 0 being lowest (IE 2 instances = 3 points).
If “yes,” on separate signed sheets of paper identify the claim by providing the project name, date of the claim, name of the entity (or entities) against whom the claim was filed, a brief description of the nature of the claim, the court in which the case was filed and a brief description of the status of the claim (pending, or resolved including a brief description of the resolution).
16. At any time during the past fifteen (15) years, has any surety company made any payments on your firm’s behalf as a result of a default, to satisfy any claims made against a performance or payment bond issued on your firm’s behalf, in connection with a construction project, either public or private?
Yes No
5 points for “No”
1 point for “Yes” indicating 1 such instances
Subtract 5 points for “Yes” if 2 or more such claims
If “yes,” explain on a separate signed page the amount of each such claim, the name and telephone number of the claimant, the date of the claim, the grounds for
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
25 the claim, the present status of the claim, the date of resolution of such claim if resolved, the method by which such was resolved if resolved, the nature of the resolution and the amount, if any, at which the claim was resolved.
17. In the last fifteen (15) years has any insurance carrier, for any form of insurance, refused to renew the insurance policy for your firm?
Yes No
5 points for “No”
2 points for “Yes” indicating 1 such instances
0 points for “Yes” if more than 2 such instances
If “yes,” explain on a separate signed page. Name the insurance carrier, the form of insurance and the year of the refusal.
Criminal Matters and Related Civil Suits
18. Has your firm or any of its owners, officers or partners ever been found liable in a civil suit or found guilty in a criminal action for making any false claim or material misrepresentation to any public agency or entity?
Yes No
“No” = 5 points “Yes” = subtract 5 points
If “yes,” explain on a separate signed page, including identifying who was involved, the name of the public agency, the date of the investigation and the grounds for the finding.
19. Has your firm or any of its owners, officers or partners ever been convicted of a crime involving any federal, state, or local law related to construction? Yes No
“No” = 5 points “Yes” = subtract 5 points
If “yes,” explain on a separate signed page, including identifying who was involved, the name of the public agency, the date of the conviction and the grounds for the conviction.
20. Has your firm or any of its owners, officers or partners ever been convicted of a federal or state crime of fraud, theft, or any other act of dishonesty?
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
26 Yes No
“No” = 5 points “Yes” = subtract 5 points
If “yes,” identify on a separate signed page the person or persons convicted, the court (the county if a state court, the district or location of the federal court), the year and the criminal conduct.
Bonding
21. Bonding capacity: ___________________________
Provide documentation from your surety identifying the following:
Name of bonding company/surety:
Name of surety agent, address and telephone number:
22. If your firm was required to pay a premium of more than one percent (1%) for a performance and payment bond on any project(s) on which your firm worked at any time during the last five (5) years, state the percentage that your firm was required to pay. You may provide an explanation for a percentage rate higher than one percent (1%), if you wish to do so.
5 points if the rate is no more than one per cent
3 points if the rate was no higher than 1.10 per cent
0 points for any other answer
23. List all other sureties (name and full address) that have written bonds for your firm during the last five (5) years, including the dates during which each wrote the bonds:
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
27 24. During the last fifteen (15) years, has your firm ever been denied bond coverage by a surety company, or has there ever been a period of time when your firm had no surety bond in place during a public construction project when one was required?
Yes No
“No” = 5 points “Yes” = 0 points
If yes, provide details on a separate signed sheet indicating the date when your firm was denied coverage and the name of the company or companies which denied coverage; and the period during which you had no surety bond in place.
Section C. Compliance with Regulatory Requirements
Safety and Workers Compensation
25. Has CAL OSHA cited and assessed penalties against your firm for any “serious,” “willful” or “repeat” violations of its safety or health regulations in the past t welve (12) years?
NOTE: If you have filed an appeal of a citation, and the Occupational Safety and Health Appeals Board has not yet ruled on your appeal, you need not include information about it.
Yes No
5 points for “No”
3 points for “Yes” indicating 1 such instances
0 points for “Yes” if more than 2 such instances
If “yes,” attach a separate signed page describing the citations, including information about the dates of the citations, the nature of the violation, the project on which the citation(s) was or were issued, the amount of penalty paid, if any. If
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
28 the citation was appealed to the Occupational Safety and Health Appeals Board and a decision has been issued, state the case number and the date of the decision.
26. Has the Federal Occupational Safety and Health Administration cited and assessed penalties against your firm in the past twelve (12) years?
NOTE: If you have filed an appeal of a citation and the Appeals Board has not yet ruled on your appeal, or if there is a court appeal pending, you need not include information about the citation.
Yes No
5 points for “No”
3 points for “Yes” indicating 1 such instances
0 points for “Yes” or if more than 2 such instances
If “yes,” attach a separate signed page describing each citation.
27. Has the EPA or any Air Quality Management District or any Regional Water Quality Control Board cited and assessed penalties against either your firm or the owner of a project on which your firm was the contractor, in the past twelve (12) years?
NOTE: If you have filed an appeal of a citation and the Appeals Board has not yet ruled on your appeal, or if there is a court appeal pending, you need not include information about the citation.
Yes No
5 points for “No”
3 points for “Yes” indicating 1 such instances
0 points for “Yes” or if more than 2 such instances
If “yes,” attach a separate signed page describing each citation.
28. How often do you require documented safety meetings to be held for construction employees and field supervisors during the course of a project?
5 points for an answer of once each week or more often
0 points for any other answer
29. List your firm’s Experience Modification Rate (EMR) (California workers’
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
29 compensation insurance) for each of the past three premium years:
NOTE: An Experience Modification Rate is issued to your firm annually by your workers’ compensation insurance carrier.
(2025)
(2024)
(2023)
5 points for three-year average EMR of .95 or less
3 points for three -year average of EMR of more than .95 but no more than
1.10 1point for three-year average of EMR of more than 1.10 but no more than
1.15 0 points for any other EMR more than 1.15
If your EMR for any of these three years is or was 1.00 or higher you may, please attach a letter of explanation.
30. Within the last fifteen (15) years has there ever been a period when your firm had employees without workers’ compensation insurance or state -approved self - insurance?
Yes No
5 points for “No”
0 points for any other answer
If “yes,” please explain the reason for the absence of workers’ compensation insurance on a separate signed page. If “No,” please provide a statement by your current workers’ compensation insurance carrier that verifies periods of workers’ compensation insurance coverage for the last five years. (If your firm has been in the construction business for less than five years, provide a statement by your workers’ compensation insurance carrier verifying continuous workers’ compensation insurance coverage for th e period that your firm has been in the construction business.)
Prevailing Wage Compliance Record
31. Has there been any occasion during the last fifteen (15) years in which your firm was required to pay either back wages or penalties for your own firm’s failure to comply with the State’s prevailing wage laws?
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
30 NOTE: This question refers only to your own firm’s violation of prevailing wage laws, not to violations of the prevailing wage laws by a subcontractor.
Yes No
5 points for “No”
0 points for any other answer
If "yes", attach a separate signed page or pages, describing the nature of each violation, identifying the name of the project, the date of its completion, the public agency for which it was constructed; the number of employees who were initially underpaid and the amount of back wages and penalties that you were required to pay.
32. During the last fifteen (15) years, has there been any occasion in which your own firm has been penalized or required to pay back wages for failure to comply with the Federal Davis-Bacon prevailing wage requirements?
Yes No
5 points for “No”
0 points for any other answer
If “yes,” attach a separate signed page or pages describing the nature of the violation, identifying the name of the project, the date of its completion, the public agency for which it was constructed; the number of employees who were initially underpaid, the amount of back wages you were required to pay along with the amount of any penalty paid.
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
31 PART III SIMILAR PROJECT EXPERIENCE QUESTIONNAIRE
Part III is a verification of the answer provided in Part I Essential Requirements. Part IIIA (Contractor Experience Requirements) verifies Question 6.
Respondents whose experience is not verifiable according to the following criteria shall be disqualified as failing to meet the Essential Requirements.
Part IIIA—Contractor Experience Requirements
Contractor shall p rovide information about three (3) recent comparable projects, all of which must have been successfully completed within the last ten (10) years. All 3 projects must meet the minimum criteria:
1. Minimum project value of $3,000,000
2. Projects must be similar in size or complexity to any combination of the following project types:
• At least three (3) projects involving installation of large capacity pumps, engines, and associated mechanical & electrical systems; and • At least three (3) project involving structural retrofit or rehabilitation of marine reinforced concrete structures.
The Contractor may submit work where they were the subcontractor or GC but must have experience performing or being prime contractor for both.
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
32 General Contractor Experience Requirements: Reference 1
Project Name:
Location:
Owner: ________
Owner Representative, address, email and phone number: ____________
Architect or Engineer, address, email and phone number:
Description of Project, Scope of Work Performed:
__________________________________________________________
___________________________________________________________
Percentage of Base Contract subcontracted: _________________
Total Value of Construction breakdown with initial contract award/final contract
sum:
Original Scheduled Completion Date:_____________
Initial Contract time in days:_____ Time Extensions granted in Days:______ Days Liquidated damages assessed:_______
Actual Date of Completion: __________
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
33 General Contractor Experience Requirements: Reference 2
Project Name:
Location:
Owner: ________
Owner Representative, address, email and phone number: ____________
Architect or Engineer, address, email and phone number:
Description of Project, Scope of Work Performed:
__________________________________________________________
___________________________________________________________
Percentage of Base Contract subcontracted: _________________
Total Value of Construction breakdown with initial contract award/final contract
sum:
Original Scheduled Completion Date:_____________
Initial Contract time in days:_____ Time Extensions granted in Days:______ Days Liquidated damages assessed:_______
Actual Date of Completion: __________
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
34 General Contractor Experience Requirements: Reference 3
Project Name:
Location:
Owner: ________
Owner Representative, address, email and phone number: ____________
Architect or Engineer, address, email and phone number:
Description of Project, Scope of Work Performed:
__________________________________________________________
___________________________________________________________
Percentage of Base Contract subcontracted: _________________
Total Value of Construction breakdown with initial contract award/final contract
sum:
Original Scheduled Completion Date:_____________
Initial Contract time in days:_____ Time Extensions granted in Days:______ Days Liquidated damages assessed:_______
Actual Date of Completion: __________
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
35 PART IV ORGANIZATIONAL RESOURCES
Staff Roster/Functions
1. Contractor shall furnish an organization chart that includes all supervisory positions anticipated to be assigned to the Project. Indicate therein which ones are full time on site and which are part time.
List key members of your staff whom you consider candidates to be assigned to work as a full -time team member resident on this Project and complete all requested information as shown below.
Key, full-time candidate team members must include, without limitation:
1. Project Manager and 2. Superintendent. Use separate sheets of paper that contain all of the following information:
Name:
Job Title: ____________________________________________ _
Number of Years with Firm: _______________________________
Proposed Function on the Project: _ ________________________
Number of Years in Current Position: _____________________
Number of Projects (in job function) Completed: _______________
Number of Years in Construction Industry: ____________________
Include a minimum of two (2) projects, in a supervisory role, of similar type and scale as described in Section III: Similar Pr oject Experience Questionnaire. On separate sheet provide project description, value, dates of construction, references and reference contact information for each project.
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
36 I, the undersigned, certify and declare that I have read all the foregoing answers to this pre-qualification questionnaire and know their contents. The matters stated in the 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 correct.
________________________________ _____________________ Signature Date
____________________________________
Print Name
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
37 ATTACHMENT A
PROJECT REFERENCE DRAWINGS
AND DRAFT RENDERINGS
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848TITLE SHEET CITY OF FOSTER CITYDEPARTMENT OF PUBLIC WORKSPLANS FOR CONSTRUCTIONT1-800-227-2600RELAECIVRESUNDERGRONUDLLACGIDUOYEBEFORASU1-800-227-2600CIP 301-717 NO SCALEVICINITY MAPSAN JOSEHALF MOON BAYBELMONT1280921880101Bay280FREMONT17880680101 101
Pacific Ocean11SAUSALITOSAN FRANCISCOFranciscoOAKLAND80San10110168080 58080
9288068080580MILLVALLEY
DRAWING INDEXSHEET NO.DRAWING NO.TITLE1T1TITLE SHEET2G1GENERAL NOTES ABBREVIATIONS3G2PHASING PLAN4D1DEMOLITION - 15D2DEMOLITION - 26D3DEMOLITION - 37D4DEMOLITION - 48D5DEMOLITION - 59D6DEMOLITION DETAIL 110C1IMPROVEMENT PLAN VIEW11C2PLAN VIEW ELEVATIONS12C3IMPROVEMENT SECTIONS - 113C4IMPROVEMENT SECTIONS - 214C5IMPROVEMENT SECTIONS - 315C6IMPROVEMENT SECTIONS - 416C7IMPROVEMENT SECTIONS - 517C8DETAILS - 118C9DETAILS - 219C10DETAILS - 320C11DETAILS - 421S0.1GENERAL NOTES & BASIS OF DESIGN22S0.2MATERIALS LIST & GENERAL INFORMATION23S0.3TESTING & SPECIAL INSPECTIONS24S1.1TYPICAL DETAILS NO. 125S1.2TYPICAL DETAILS NO. 226S2.0PUMP STATION FOUNDATION PLAN27S2.1PUMP STATION FLOOR PLANS28S2.2PUMP STATION ROOF PLANS29S3.0STRUCTURAL DETAILS NO. 130S3.1STRUCTURAL DETAILS NO. 231S3.2STRUCTURAL DETAILS NO. 332S3.3STRUCTURAL DETAILS NO. 433S4.0WALL ELEVATIONS NO. 134S4.1WALL ELEVATIONS NO. 235S4.2WALL ELEVATIONS NO. 336GE-1ELECTRICAL LEGEND37GE-2ELECTRICAL STANDARD DETAILS38E-1SINGLE LINE DIAGRAM39E-2ELEVATION AND SCHEDULES40E-3ELECTRICAL PLAN DRAWING41E-4ACTUATORS CONTROL SCHEMATIC42E-5ANNOTATED PHOTOS43E-6PARTIAL NETWORK ARCHITECTURE DIAGRAM
PROJECT LOCATIONPROJECT LOCATIONNLOCATION MAPNO SCALE
LAGOON PUMP STATIONREHABILITATION AND CAPACITYENHANCEMENT PROJECT 1T1
E THIRD AVECA HWY 92
US HWY 101FOSTER CITY BLVD
LEGENDTO BE DEMOLISHEDNEW FEATUREEXISTING FEATURE(N) CONCRETE(E) CONCRETEEARTH SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848GENERAL NOTES ABBREVIATIONS GENERAL NOTES:1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE GENERAL AND SPECIFIC PROVISIONS, STANDARD DRAWINGS,AND REQUIREMENTS OF THE CITY OF FOSTER CITY.2.NO CHANGE TO THE PROJECT IMPROVEMENT PLANS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL BY THE DIRECTOR OFPUBLIC WORKS/CITY ENGINEER.3.CONTRACTOR AGREES TO ASSUME ALL COSTS AND COMPLETE RESPONSIBILITY FOR UTILITIES CONTIGUOUS WITH AND/ORCONFLICTING WITH THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL REMAINCONTINUALLY AND NOT BE LIMITED TO NATURAL WARNING, HOLDING, AND ALL THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE CITY AND ENGINEER HARMLESS FROM ANY AND ALL CLAIMS, DEMANDS, DAMAGES, OR LIABILITYARISING OUT OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT TO THE EXTENT ARISING FROM THE SOLENEGLIGENCE OF THE CITY OR ENGINEER.4.CONTRACTOR SHALL CONFORM TO THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERSPERTAINING TO EXCAVATION AND TRENCHING. CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR EXCAVATION SHORINGDESIGN AND INSTALLATION.5.INFORMATION CONCERNING UNDERGROUND UTILITIES IS NOT GUARANTEED; LOCATIONS SHOWN ON THE PLANS AREAPPROXIMATE ONLY. CONTRACTOR SHALL REQUEST THAT UNDERGROUND UTILITIES BE LOCATED AND MARKED IN THEFIELD A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION BY CALLING USA NORTH AT 811.6.EXISTING UTILITIES SHALL BE LEFT IN PLACE DURING CONSTRUCTION. BRACING, SHORING AND SUPPORT FOR EXISTINGUTILITIES SHALL BE APPROVED BY THE APPLICABLE UTILITY. THE ENGINEER, CONTRACTOR SHALL NOTIFY UTILITYCOMPANIES AT LEAST 5 DAYS IN ADVANCE OF THE START OF ANY RELATED CONSTRUCTION ACTIVITY.7.CONTRACTOR SHALL NOTIFY THE CITY OF FOSTER CITY AT LEAST 48 HOURS IN ADVANCE OF THE START OF ANYCONSTRUCTION ACTIVITY. ALL SUBMITTALS REQUIRED BY CONTRACT SPECIFICATIONS SHALL BE PROVIDED TO THEENGINEER PRIOR TO THE START OF CONSTRUCTION. ANY TEMPORARY SUSPENSION OF THE WORK OR SUBSEQUENTRESUMPTION OF WORK REQUIRES THE NOTIFICATION OF THE CITY AND THE ENGINEER.8.CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, CONES OR OTHER DEVICES NECESSARY TOPROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE SPECIFICATIONS.9.ALL IMPROVEMENTS REMOVED OR DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL LOCATION ANDCONDITION OR THE CONTRACTOR SHALL CONSTRUCT NEW MATERIALS AS DIRECTED BY THE ENGINEER.10.CONTRACTOR TO PROVIDE TEMPORARY FENCING AND GATES WHENEVER AND WHEREVER EXISTING FENCING AND GATESARE REMOVED FOR CONSTRUCTION PURPOSES.11.CONSTRUCTION WATER SHALL BE OBTAINED THROUGH A METER OBTAINED FROM CALIFORNIA WATER SERVICE COMPANY.CONTACT (650) 558-7800 FOR DETAILS. A DEPOSIT IS REQUIRED.12.ALL SURPLUS OR WASTE MATERIAL SHALL BE REMOVED FROM THE SITE AND PUBLIC RIGHT-OF-WAY AND LEGALLYDISPOSED OF.13.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE WORK SITE IN A CLEAN AND ORDERLY CONDITION AT ALLTIMES.14.CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE AND WATER COURSES. ALL DRAINAGE FACILITIES SHALL BE RESTOREDTO EXISTING CONDITIONS OR BETTER UPON COMPLETION OF CONSTRUCTION.15.MATERIALS AND EQUIPMENT SHALL NOT BE STORED IN THE PUBLIC RIGHT-OF-WAY, NOR SHALL CONTRACTOR PERMITVEHICLES TO ENTER WATER COURSES, UNLESS APPROVED BY THE ENGINEER. ALL MATERIALS, TRANSPORTATION,EQUIPMENT, TOOLS, SUPPLIES, AND OTHER ITEMS NECESSARY TO COMPLETE THE PROJECT SHALL BE FURNISHED BY THECONTRACTOR. ALL EQUIPMENT SHALL BE IN GOOD WORKING ORDER.16.CONTRACTOR SHALL MAINTAIN MATERIAL STORAGE AND STAGING AREAS IN A CLEAN AND SAFE CONDITION.
ABBREVIATIONSAPPROX.APPROXIMATELYCLCENTERLINEØDIAMETERELEV. , EL.ELEVATION(E)EXISTINGFRPFIBER-REINFORCED POLYMERHDPEHIGH DENSITY POLYETHYLENEMIN.MINIMUM(N)NEWO.C.ON-CENTERPLPLATEPSIPOUNDS PER SQUARE INCHREQ'DREQUIREDRAGDRIGHT ANGLE GEAR DRIVESSSTAINLESS STEELTSTUBE STEELTYPTYPICALWSEWATER SURFACE ELEVATIONW/WITH 2G1
1 26343457
133
31234
4 65
6 3
12 45
789
10 SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 NPHASE 1 NOTES:INSTALL COFFER DAM ON LAGOON TO ISOLATE EASTERN WETWELL FROM THE LAGOON.INSTALL BAY SIDE BULKHEAD AT THE CULVERT DISCHARGE TO SAN FRANCISCO BAY TO PREVENT TIDAL BACKFLOW INTO THE AFTERBAY.DEWATER AND AND CLEAN THE WETWELL AND AFTERBAYREHABILITATE AFTERBAY CONCRETE AND WALKWAY.WITH THE WETWELL DEWATERED, PERFORM STRUCTURAL INSPECTIONS OF THE WETWELL.INSTALL BULKHEADS AT THE LOW-LEVEL FLAP GATES WITHIN THE AFTERBAY TO ALLOW FOR SAFE WORK WITHIN THE WETWELL.REMOVE BULKHEAD AT THE SAN FRANCISCO BAY.
PHASE 1 - IN WATER WORK #1SCALE: 1" = 20'
PHASE 4 - OUT OF WATER WORKSCALE: 1" = 20'
PHASE 2 - EASTERN WETWELL REHABILITATIONSCALE: 1" = 20' 21 PHASE 2 NOTES:REHABILITATE WETWELL.INSTALL NEW PUMPS.INSTALL STOP LOGS, TRASH RACKS, DIVIDER WALLS, AND FORMED SUCTION INTAKES.CONSTRUCT REPLACEMENT WALKWAY OVER EASTERN WETWELL.2134 N
PHASING PLAN21
PLAN VIEWROOF PLAN
345
345
67 PHASE 3 - IN WATER WORK #2SCALE: 1" = 20'
PHASE 3 NOTES:REMOVE COFFERDAM IN THE LAGOON THAT ISOLATES THE EASTERN WETWELL.INSTALL A COFFERDAM IN THE LAGOON TO ISOLATETHE WESTERN WETWELL FROM THE LAGOON.INSTALL A BULKHEAD AT THE CULVERT DISCHARGETO SAN FRANCISCO BAY.DEWATER THE AFTERBAY AND THE BOX CULVERT.REMOVE THE BULKHEAD ON THE LOW-LEVEL FLAPGATES AND REPLACE LOW-LEVEL GATES.REHABILITATE WETWELL.INSTALL TRASH RACKS AND DIVIDER WALLS.CONSTRUCT REPLACEMENT WALKWAY OVERWESTERN WETWELL.REMOVE COFFERDAM IN THE LAGOON THE WESTERNWETWELL.REMOVE BULKHEAD AT THE CULVERT DISCHARGE TOSAN FRANCISCO BAY. 213456
PHASE 4 NOTES:INSTALL (N) PUMPING EQUIPMENTCONSTRUCT ELECTRICAL AND MECHANICAL EQUIPMENT AND IMPROVEMENTSCONSTRUCT BUILDING MODIFICATIONS AND SEISMIC IMPROVEMENTSINSTALL ROOF OPENING TO FACILITATE INSTALLATION OF (N) PUMPS AND ENGINES (TYP OF 4)INSTALL ENGINE EXHAUST SYSTEMREPLACE ROOFING MEMBRANE5 78910N N
3G2
CEBA(E) WALKWAY TO BEREMOVED(E) ENGINE TO BEREMOVED (TYP OF 2)(E) WALKWAY TO BE REMOVEDREMOVE (E) WOOD TRASH RACKS
REMOVE (E) HDPE TRASH RACKS
REMOVE (E) 84" X 84"FLAP GATE (TYP OF 4)
D
(E) PUMP AND FRAMING TO BEREMOVED (TYP OF 2), SEE DETAIL REMOVE (E) WEIRGATE (TYP OF 8)SAVE FORRECONDITIONING
1D6
REMOVE (E) 66" Ø PUMPDISCHARGE FLAP GATE(TYP OF 2)REMOVE (E) 66" X 66"PUMP DISCHARGE FLAPGATE (TYP OF 2)(E) ENGINE, GEAR DRIVE,PUMPS, AND SUPPORT FRAMETO REMAIN (TYP OF 2) D3D2
FOR ELECTRICAL DEMOLITION, SEEELECTRICAL SHEETSD1D1D4
REMOVE (E)SAFETY RAILINGREMOVE 84" X 84" (E)FLAP GATE (TYP OF 4)REMOVE (E)CONCRETE WALKWAYREMOVE (E) 66" ØPUMP DISCHARGEFLAP GATE (TYP OF 2)REMOVE (E) 66" X 66"DISCHARGE FLAPGATE SAW CUT AND REMOVECONCRETE ROOF, SEE LIMITSOF DEMOLITION ON SHEET D-4(TYP OF 4)REMOVE (E) ENGINE GEARDRIVE, PUMP, AND SUPPORTFRAME (TYP OF 2)REMOVE (E) LOUVER,AND INFILL PERSTRUCTURALSHEETSREMOVE (E) WATERPROOFING MEMBRANE SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 N
DEMOLITION - 1PUMP ROOM PLANSCALE: 1" = 10'
AFTER BAY - SECTION SCALE: 1" = 10'A-
SECTION VIEWSCALE: 1" = 10'B- 4D1
P1P2P3P3
(E) PUMP AND ENGINETO BE REMOVED(TYP OF 2)REMOVE (E) BAY SIDECONCRETE WALKWAYREMOVE (E) LAGOONSIDE CONCRETEWALKWAYREMOVE (E) WOOD TRASH RACK (TYP OF 2)REMOVE (E) 84" X 84"FLAP GATES(TYP OF 4) REMOVE CONCRETE FOREQUIPMENT PLACEMENT(TYP OF 4), SEE ROOFDEMOLITION PLAN REMOVE (E) PLYWOODCOVER OVER PENETRATIONREMOVE (E) WEIR GATES ANDACTUATORS (TYP OF 4)(E) HOIST SYSTEM TO REMAIN
REMOVE (E) CONCRETE ASREQ'D FOR (N) CONCRETEFLOOR KEY (TYP)
REMOVE (E) ROOFWATERPROOFING (TYP)
4'-0"1'21'-9"
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DEMOLITION - 2SCALE: 1/4" = 1'SECTION VIEWCD2 5D2 REMOVE (E) BAY SIDECONCRETE WALKWAYREMOVE (E) LAGOONSIDE CONCRETEWALKWAYREMOVE (E) HDPE TRASH RACK (TYP OF 2)REMOVE (E) LOWER LEVEL FLAPGATES (TYP OF 4)REPAIR (E) DAMAGED CONCRETE REMOVE CONCRETE FOR EQUIPMENTPLACEMENT (TYP OF 4),SEE ROOF DEMOLITION PLAN (E) PUMP TO REMAIN(E) ENGINE TO REMAIN(E) FUEL SYSTEM TO REMAINREMOVE (E) PUMP DISCHARGEFLAP GATE (TYP OF 4)
REMOVE ANDREHABILITATE (E) WEIRGATES AND ACTUATORS
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DEMOLITION - 3SCALE: 1/4" = 1'SECTION VIEWDD3 6D3
REMOVE (E) WOOD LATTICE TRASH RACKS
REMOVE (E) HDPE TRASH RACKSREMOVE (E) CONCRETE STAIRS(TYP OF 2)
REMOVE (E) STAIRSREMOVE (E) STAIRS
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DEMOLITION - 4SCALE: 1/4" = 1'SECTION VIEWED4 7D4 REMOVE (E)CONCRETE(TYP OF 4)11'(TYP) 24'-6"7'
114'
18'18'18'
EXHAUST HOLES FROMORIGINAL CONSTRUCTIONEXHAUST HOLESFROM (E) ENGINES 7'7'18'-5"
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DEMOLITION - 5ROOF DEMOLITION PLANSCALE: 1" = 10'8D5N REMOVE (E) STEELSUPPORTS (TYP OF 4)REMOVE (E) PUMPAA
REMOVE (E) PUMP SUPPORT SYSTEMREMOVE (E) RAGD, PUMP, AND PUMP PLATE SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DEMOLITION DETAIL 1PUMP HOLE PLANSECTION A-APUMP AND FRAMING DEMOLITION DETAILSCALE: 1/2" = 1'1D6 9D6 D
BREPLACE LOWER LEVEL84" X 84" FLAP GATES(TYP OF 4)INSTALL DIESELENGINE AND PUMP(TYP OF 2)INSTALL TRASH RACK, SEEDETAILSREPLACE (E)CONCRETE WALKWAYREPLACE (E) CONCRETESTAIRCASE (TYP OF 2)SEE DETAIL INSTALL REFURBISHED (N)WEIR GATES (TYP OF 4),SEE NOTE 1 ECINSTALL TEMPORARYSTOP LOGS(E) PUMP, RAGD, & ENGINETO REMAIN (TYP OF 2) REPLACE (E) 60" PUMPDISCHARGE FLAP GATE(TYP OF 4)AREPLACE (E) CONCRETEWALKWAY INSTALL CONCRETEDIVIDER WALLS (TYP OF 8)XXXXREPLACE (E)STAIRCASE (TYP OF 2)SEE DETAILXX C5C6
C3C4
C7P1P2P3P4
REPLACE GRATING INWALKWAY (TYP OF 4)
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 N
IMPROVEMENT PLAN VIEWPUMP ROOM PLANSCALE: 1" = 10'NOTES:1.CITY SHALL PROVIDE CONTRACTOR WITH FOUR (4) NEW-OLD STOCK WEIRGATES. CONTRACTOR SHALL REPLACE ALL SEATING FACES, SEALS,GASKETS, AND OTHER WEAR ITEMS.2.CONTRACTOR SHALL REPLACE GATE STEM AND INSTALL NEW, COMPATIBLEACTUATOR AND STAND.10C1 12" CONCRETE WALL (TYP OF 8)SEE STRUCTURAL SHEETS FORDETAILS8' (TYP) INSTALL FSI PER MFRRECOMMENDATIONS(TYP OF 2)8'-5" (TYP)8'-6" (TYP)5'-1"(TYP) INSTALL 2-FT CONCRETESLAB, SEE STRUCTURALSHEETS
11' (TYP)11' (TYP)5INSTALL WATERPROOFING (TYP),SEE DETAILS18'-5" (TYP)1C10
FILL EXHAUST HOLES FROMORIGINAL CONSTRUCTIONEXHAUST HOLESFOR (E) PUMPS INSTALL SAFE-AIR DOWCOFORMED STEEL LOUVEREDPENTHOUSE, 120" X 120" X36" OR APPROVED EQUAL(TYP OF 4), SEE DETAILC10 2C10 (E) EXHAUST HOLES FROMORIGINAL CONSTRUCTION,SEE NOTE 1.
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 PLAN VIEW: ELEV. 91.00' SCALE: 1" = 10'
PLAN VIEW: ELEV. 86.67' SCALE: 1" = 10'
PLAN VIEW ELEVATIONSPLAN VIEW: ROOFSCALE: 1" = 10'
N
N
N
NOTES:1.(N) EXHAUST PIPES ARE TO BE FED THROUGH (E) ROOF HOLES FROMORIGINAL CONSTRUCTION. CONTRACTOR TO COORDINATE REQ'DPENETRATION SIZE W/ SELECTED ENGINE EXHAUST DESIGN.11C2 EL. 111.17'INSTALL SAFETYRAILING
EL. 90.00'
INSTALL CONCRETEWALKWAYINSTALL 60" Ø PUMPDISCHARGE FLAPGATE (TYP OF 4)INSTALL LOWER LEVEL84" X 84" FLAP GATES(TYP OF 4) INSTALL SAFE-AIR DOWCOFORMED STEEL LOUVEREDPENTHOUSE, 120" X 120" X 36" ORAPPROVED EQUAL (TYP OF 4) SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 SCALE: 1/4" = 1'SECTION VIEWAC3
IMPROVEMENT SECTIONS - 112C3
EL. 108.17'EL. 101.00'
EL. 131.83'
EL. 84.67'REHABILITATE CONCRETEIN PUMP BAY (TYP)
INSTALL DIESELENGINE AND PUMP(TYP OF 2)
WINTER NORMAL WSE. 98.7'SUMMER RAISED WSE. 99.4'MINIMUM WINTER WSE. 98.0'EL. 86.67' EL. 104.50'
FILL GAP FROM REMOVEDLOUVER, SEE STRUCTURALDRAWINGS
INSTALL FSI PER MFRREQUIREMENTS (TYP OF 4)
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 SCALE: 1/4" = 1'SECTION VIEWB
IMPROVEMENT SECTIONS - 2C4 13C4
P1P2P3P4
LOWEST GATE EL. 93.67'INSTALL (N) REINFORCEDCONCRETE WALKWAY,SEE STRUCTURAL SHEETS
INSTALL SAFETY RAILINGSEE DETAIL
INSTALL 84" X 84" FLAP GATE(TYP OF 4)REHABILITATECONCRETE INPUMP BAY (TYP)INSTALL 60" Ø GATE (TYP OF 4) (E) SLIDE GATEINSTALL STOPLOGS, SEE DETAILEL. 91.00EL. 84.67' EL. 111.00'EL. 102.11'
INSTALL ROOFHATCH (TYP OF 4),SEE DETAIL
DIESEL ENGINE(TYP OF 2)
WINTER NORMAL WSE. 98.7'SUMMER RAISED WSE. 99.4'
INSTALL CONCRETEWALKWAY, REFER TOSTRUCTURAL SHEETSHIGH TIDE EL. 106.3'MEAN HIGH WATER EL. 103.52'CL EL. 102.88'MINIMUM WINTER WSE. 98.0'XXTEMPORARY COFFER DAM XXGRATING WALKWAY,SEE DETAIL1C9TRASH RACK,SEE DETAIL1C8 XX
RIGHT ANGLE GEAR DRIVECOMPATIBLE W/ PUMP ANDDRIVE ENGINE (TYP OF 2) STORMWATER PUMP W/FORMED SUCTION INLETCASCADE MODEL 66AM ORAPPROVED EQUAL (TYP OF 2)SECURE FORMED SUCTIONINLET TO WETWELL FLOORPER MANUFACTURERREQUIREMENTS (TYP)EL. 86.67'
REPAIR (E) EXHAUSTPENETRATION
MURCAL CLUTCH(TYP OF 2)SHEET METAL PLENUMCONNECT TO ENGINE W/VIBRATION ISOLATING FLANGE BOLTING COUPLING(TYP OF 2)
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 SECTION VIEW SCALE: 1/4" = 1'
IMPROVEMENT SECTIONS - 3C 14C5C5
INSTALL TRASHRACK (TYP),SEE DETAIL
INSTALL 12" CONCRETE BAYWALLS (TYP OF 2 PER BAY)XXINSTALL SAFETY RAILING,SEE DETAIL1C84'-11" (TYP)16'-10" ± (TYP) 5'-712" (TYP)
1' (TYP)
(E) LOUVER TO REMAIN(TYP OF 4)INSTALL STAIRCASE TOMATCH (E)INSTALL STAIRCASE TOMATCH (E) SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 SECTION VIEW SCALE: 1/4" = 1'
IMPROVEMENT SECTIONS - 4DC6 15C6
EL. 91.00'
EL. 102.11'9'7'XXGRATING WALKWAY,SEE DETAILPUMP BAY DIVIDER WALL(TYP OF 2 PER PUMP BAY)(E) WETWELL FLOOR CONCRETE WALKWAY,SEE STRUCTURAL PLANS4'-9"
TRASH RACK(TYP OF 12),SEE DETAIL1C8
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 SECTION VIEW SCALE: 1/4" = 1'
IMPROVEMENT SECTIONS - 5EC7 16C7
HDPE TRASH RACK NOTSHOWN FOR CLARITYTOP OF WALKWAYMC 6X18 (TYP)W8X24 (TYP) L8x4x1/2 (TYP)
A
A
BB
C C 114" Ø FRP TRASHRACK ROD(TYP OF 12)6" HDPE TRASH RACKBLADE (TYP) W8X2412"X912"X12" PLATE58"X512" ANCHOR BOLT(TYP OF 4 PER MOUNT) MC6X181/4"58"X512" ANCHOR BOLT@ 12" OCS MIN 3 PERMEMBER (TYP)112" (TYP)6"6"112" (TYP) 1'-5116"112"112"112"112"1'-0"112"112"TS 10x65/8" PL34"Ø BOLT, TYP2"±4"± (TYP)3"± TS 10X65/8" PL3/4"Ø BOLTSTAINLESS, TYP(EMBED 4")1/2" BOTTOM PL1'-2116" REMOVE CONCRETE ANDREPLACE WITH GROUT AFTERFRAME INSTALLATION.D D SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DETAILS - 1TRASH RACK DETAILSCALE: 1" = 1'-0"1C8 1/2" MAXIMUM1/4"1/4" 25°
1/4"SECTION B-BSCALE: NTSSECTION A-ASCALE: 1" = 1'
CUT CHANNELPARALLEL TOBOTTOM OFWALKWAY
SEE DETAIL 1DETAIL 1SCALE: NTS
SECTION D-DSCALE: NTS
HDPE TRASH RACK BLADES,12" THICK x 6" (TYP)114" Ø FRP TRASHRACK ROD (TYP)SECTION C-CSCALE: NTS FRONT VIEWSCALE: 1" = 1'
17C8
TRIM CHANNEL TOBUTT CLOSELY TOHORIZONTAL SUPPORT(TYP WHERE OCCURS)
PIPE, DUCT OR CONDUIT PENETRATIONDRY SIDEWET SIDE(E) CONCRETEWALLFILL ANNULAR SPACEW/ NON-SHRINKGROUTPLASTIC WALL SLEEVE TO MATCHLINKSEAL SPECIFICATIONINSTALL LINKSEAL OREQUAL PERMANUFACTURER'SRECOMMENDATIONSAABB SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DETAILS - 2 PIPE PENETRATION DETAILSCALE: NTS2
STOP LOG MOUNTINGSCALE: NTS1C9SECTION A-ASECTION B-B
C9
18C9
ELEVATION
NOTES:1.CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE ROOFING SYSTEM IN CONFORMANCE W/MANUFACTURER REQUIREMENTS. ROOFING SYSTEM SHALL BE PROVIDED WITH A 20 YEAR MANUFACTURERWARRANTY.2.ROOFING SYSTEM SHALL BE INSTALLED BY A MANUFACTURER CERTIFIED INSTALLER.3.ROOF-MOUNTED EQUIPMENT SHALL BE INSTALLED IN A MANOR THAT MAINTAINS THE INTEGRITY OF THEROOFING SYSTEM.ROOF DECK PER STRUCTURAL SHEETSVAPOR BARRIERSIKA VAPOR RETARDER SA 31PVC ROOFING MEMBRANESARNAFIL G410-60TWO COMPONENT FOAMABLEPOLYURETHANE ADHESIVESARNACOL AD1/2" PRIME ROOF BOARDGEORGIA PACIFIC DENSDECKW/ EONIC TECHNOLOGYINSULATION BOARD SARNATHERM CG (25 PSI)VARY THICKNESS TO SLOPE PER ROOF PLANNOTES:1)METAL EXTENDER PIECE IS REQUIRED IF COUNTERFLASHINGFASCIA IS LESS THAN 4" WIDE, FASTENED 12" O.C. WITHGROMMETTED FASTENER.2)INSTALL METAL COUNTERFLASHING AS REQUIRED TO MEETLOCAL CODES AND REQUIREMENTS.3)INSTALLATION SHALL CONFORM TO VELUX COMMERCIALSKYLIGHT INSTALLATION INSTRUCTIONS.SPECIFIED SARNAFIL SECUREMENTSARNAFIL FLASHINGADHERED TO ACCEPTABLE SUBSTRATEVELUX CURB MOUNTED COMMERCIAL SKYLIGHT SYSTEM8" MINROOF SYSTEMPER DETAIL 1/C18ROOF DECK PER STRUCTURAL SHEETSVAPORBARRIERSKYLIGHTCURBROOFING MEMBRANEHOT-AIR WELD FLASHING TOROOFING MEMBRANE
SKYLIGHT FLASHING SYSTEM
CONE FLASHING,SARNAFIL FLASHING MEMBRANESTAINLESS STEEL HOSE CLAMPSIKAFLEX-1A8" MIN1" MINCONDUITROOF SYSTEMPER DETAIL 1/C18ROOF DECK PER STRUCTURAL SHEETSSARNAFASTENER AND SARNADISCSARNAFIL BASE FLASHINGROOFING MEMBRANEHOT-AIR WELD BASE FLASHING TOROOFING MEMBRANEHOT-AIR WELD CONE FLASHINGTO BASE FLASHING NOTES:1.ROOF DRAINS SHALL BE ZURN MODEL ZM1715 WITH TYPE 316 SS BODY2.DRAIN BODY, CLAMPING RING, AND DRAIN ACCESSORIES ARE TO BE CLEANEDFREE OF ALL CONTAMINATES PRIOR TO INSTALLATION OF ROOFING MEMBRANE.3.FOR SUMPS GREATER THAN 3/12 SLOPE, REFER TO STEEP SUMP TECHNICALBULLETINS.
SPECIFIED SARNAFIL SECUREMENTSIKAFLEX-1A ONLYUNDER MEMBRANEAT CLAMPING RINGROOF DRAINCLAMPING RINGROOF DRAIN DOME STRAINERTAPERED EDGE SECURELYFASTENED AS REQUIREDSARNAFIL MEMBRANE FLASHINGROOF DRAIN BODYCAST IN CONCRETE ROOF DECKAT ELEVATION INDICATED IN PLANROOFING MEMBRANEHOT-AIR WELD FLASHING TOROOFING MEMBRANEROOF SYSTEMPER DETAIL 1/C18ROOF DECK PER STRUCTURAL SHEETSSARNAFASTENER AND SARNADISCSARNAFIL BASE FLASHINGSTAINLESS STEEL HOSE CLAMP9" MINFIBERGLASSBATTENMETAL CURBSARNAFIL FLASHING MEMBRANERAIN COLLAR WITH HIGH TEMPERATURE SEALANTINSULATED ROOF THIMBLE CONFORMING TONFPA 37 W/ RAIN COLLAR ENGINE EXHAUST PIPING WRAPPED W/INSULATION (TYP OF INSIDE OF BUILDING)ROOFING MEMBRANEHOT-AIR WELD BASE FLASHING TOROOFING MEMBRANEROOF SYSTEMPER DETAIL 1/C18ROOF DECK PER STRUCTURAL SHEETSVAPORBARRIERHOT-AIR WELD FLASHING TO BASEFLASHING SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DETAILS - 3 TYPICAL ROOFING1PENTHOUSE FLASHING SYSTEM2CONDUIT PENETRATION FLASHING SYSTEM3ROOF THIMBLE PENETRATION4ROOF DRAIN5C10C10C10C10C10 19C10
128"102"9" AA B
B110"84"PUMP,LOCATIONPUMP PLATENOTES:1.PUMP WILL NEED TO BE PLACED BY ROTATING PUMP 90° THROUGHTHE HOLE AND THEN ROTATED AGAIN TO FINAL POSITION9"36"24"84"9"9"12"12" SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DETAILS - 4PUMP HOLE PLAN DETAILSCALE: 12" = 1'SECTION B-BSECTION A-AEXISTING HOLECONCRETE FILLPUMP AND PLATE PLACEMENT CONCERTE LIPAPPROX. 1"
110"
9"
9"
1C11
20C11
GENERAL NOTES & BASIS OF DESIGN
1.REFER TO THE SPECIFICATIONS FOR COMPLETE REQUIREMENTS. MORE STRINGENT REQUIREMENTSCONTROLS WHERE INFORMATION SHOWN ON DRAWING AND IN SPECIFICATIONS ARE IN CONFLICT.2.CONSTRUCTION SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE, CURRENT EDITION3.DETAILS OF THE CONSTRUCTION NOT FULLY SHOWN OR NOTED ON THE DRAWINGS NOR CALLED FORIN THE SPECIFICATIONS SHALL BE OF THE SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONSWHICH ARE SHOWN AS NOTED4.THE WORD "TYPICAL" SHALL MEAN THAT THE INDICATED INFORMATION SHALL BE APPLIED TO ALLSIMILAR CONDITIONS WHETHER OR NOT THE INFORMATION IS SPECIFICALLY REFERENCED, UNLESSOTHERWISE NOTED ON THE DRAWINGS.5.DO NOT SCALE DRAWINGS. SCALE FOR REFERENCE ONLY.6.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE. THECONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS WITH CIVIL, LANDSCAPE, MECHANICAL,PLUMBING, ELECTRICAL, AND ANY OTHER APPLICABLE TRADER DRAWINGS BEFORE COMMENCINGWITH THE WORK AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES REQUIRINGCLARIFICATION OR REVISION.7.THE CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS AGREE THAT IN ACCORDANCE WITHGENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR AND HISSUBCONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OFALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY ANDNOT LIMITED TO NORMAL WORKING HOURS, AND THE CONSTRUCTION CONTRACTOR AND HISSUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONALHARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OFWORK ON THIS PROJECT, EXCEPT LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGNPROFESSIONAL.
LEVELS:FOUNDATION:ROOF SYSTEM:LATERAL FORCERESISTING SYSTEM:DIAPHRAGMS:CHORDS &COLLECTORS:
1 STORY WITH SPLIT ROOF LEVELSCONCRETE SLAB ON GRADE ON TIMBER AND PRECASTPRESTRESSED CONCRETE PILESREINFORCED CONCRETE SLABREINFORCED CONCRETE SHEAR WALLSREINFORCED CONCRETE SLABCONCRETE BEAMS PUMP STATION BUILDING CONSISTS OF:RETROFIT OF EXISTING FOSTER CITY LAGOONTHE PROJECT CONSISTS OF AN EXISTING PUMP STATION BUILDING IN FOSTER CITY, ORIGINALLY BUILT IN1964. THE STRUCTURE IS COMPRISED OF A LOW AND HIGH ROOF WITH A PUMP PIT BELOW GROUND LEVELDIRECTLY BENEATH THE HIGH ROOF. THE BUILDING IS A REINFORCED CONCRETE SHEAR WALL SINGLESTORY BUILDING.
GENERAL
PROJECT DESCRIPTIONBUILDING DESCRIPTION
BASIS OF DESIGN1.PLANS AND CALCULATIONS FOR THE STRUCTURAL DESIGN ARE BASED UPON GOVERNING CODE:·2025 CALIFORNIA BUILDING CODE·ASCE 7-22·ESTERO MUNICIPAL IMPROVEMENT DISTRICT DRAINAGE PUMP STATION AS BUILTS BY WILSEY,HAM & BLAIR ENGINEERS & PLANNERS, 1964.2.VERTICAL LOADSDEAD LOADSROOF140 PSFLIVE LOADSROOF20 PSFFLOOR200 PSF3.SEISMIC LOADSEQUIVALENT LATERAL FORCE PROCEDUREEXISTING ORDINARY REINFORCED CONCRETE SHEAR WALL FRAMED BUILDINGR = 5Ωo = 2.5Cd = 4.5BUILDING DRIFTMAXIMUM INELASTIC SEISMIC STORY DRIFT = 2% X STORY HEIGHTSEISMIC DESIGN CATEGORY = D RISK CATEGORY = IV Ie = 1.50Ss = 1.78gS1 = 0.67gSITE CLASS = E Sds = 1.05g
1.REFER TO NOTES TITLED "DOCUMENT COORDINATION" FOR REFERENCE TO INFORMATION FOUND ONOTHER DRAWINGS.2.BEAMS, COLUMNS AND BRACES ARE CENTERED ON GRID LINES U.O.N., INFILL BEAMS ARE EQUALLYSPACED BETWEEN GRIDS OR SPECIFICALLY LOCATED MEMBERS U.O.N.3.ALL CLADDING SYSTEMS AND INTERIOR PARTITIONS SHALL HAVE THE ABILITY TO COMPENSATE FORVERTICAL DEFLECTIONS OF 3/4" MIN, U.O.N.4.BEAM PENETRATIONS NOT SHOWN IN THE STRUCTURAL DRAWINGS ARE NOT PERMITTED WITHOUTAPPROVAL OF THE ENGINEER.5.THE DIMENSION BETWEEN EDGE OF SLAB OPENING AND CENTERLINE OF CLOSEST STEEL FRAMINGBEAM SHALL BE 8" FOR BEAMS NOT OTHERWISE SPECIFICALLY LOCATED.6.CENTERLINES OF COLUMNS AND FOUNDATIONS COINCIDE WITH GRID LINE INTERSECTIONS, UON.7.CENTERLINES OF FOUNDATION GRADE BEAMS COINCIDE WITH CENTERLINES OF WALLS AND FRAMESUON.8.CENTERLINES OF FRAMING MEMBERS COINCIDE WITH COLUMN CENTERLINES, UON.
TYPICAL PLAN NOTES
1.ONLY LARGE FLOOR AND WALL OPENINGS ARE SHOWN ON STRUCTURAL DRAWINGS. REFER TO CIVILAND OTHER DRAWINGS FOR COMPLETE SCOPE OF OPENINGS AND FOR LOCATIONS AND DIMENSIONS OFALL OPENINGS. REFER TO TYPICAL DETAILS FOR FRAMING AND/OR REINFORCEMENT REQUIREMENTSAROUND OPENINGS.2.REFER TO CIVIL DRAWINGS FOR ELEVATIONS NOT SHOWN AND LOCATION AND SIZE OF SLOPES, STEPS,DEPRESSIONS, BLOCKOUTS, RECESSES, CURBS, PADS, ETC.3.REFER TO CIVIL AND OTHER DRAWINGS FOR SIZES AND LOCATIONS OF EQUIPMENT SUPPORT PADS ANDCURBS AND FOR EQUIPMENT ANCHORAGE/BRACING.4.REFER TO CIVIL AND OTHER DRAWINGS FOR SIZES, LOCATIONS, AND ELEVATIONS OF ITEMS CAST INPLACE OR EMBEDDED IN CONCRETE AND COORDINATE WITH STRUCTURAL ELEMENTS. THESE ITEMSINCLUDE BUT ARE NOT LIMITED TO:·ANCHOR BOLTS, INSERTS, HANDRAIL BASES, AND HANGERS FOR ATTACHMENT OFNON-STRUCTURAL BUILDING COMPONENTS.·SLEEVES, DRAINS, BOXES AND CONDUITS.5.REFER TO CIVIL AND OTHER DRAWINGS FOR SUPPLEMENTARY STRUCTURAL SUPPORTS AND EMBEDDEDATTACHMENTS FOR NON-STRUCTURAL SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED ONTHE STRUCTURAL DRAWINGS, INCLUDING:·STAIRS·RAILINGS·TRASH RACK·FLAP GATES6.REFER TO CIVIL DRAWINGS FOR:·REQUIRED WATERPROOFING AND DRAINAGE SCOPE AND DETAILS. REFERENCE TOWATERPROOFING AND DRAINAGE IN THE STRUCTURAL DRAWINGS IS ONLY FOR THE CONVENIENCEOF THE CONTRACTOR.·REQUIRED EXTENT OF FIREPROOFING AND FIREPROOFING DETAILS FOR STRUCTURAL ELEMENTS.·SCOPE OF CONCRETE SURFACES TO BE TREATED AS "ARCHITECTURAL CONCRETE"·DETAILED SCOPE OF FINISHES FOR STRUCTURAL STEEL INCLUDING GALVANIZING, PAINTING, ANDOTHER COATING.
DOCUMENT COORDINATION
1.THE STABILITY AND INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION SHALL BE MAINTAINEDAT LEVELS GENERALLY ACCEPTABLE WITHIN THE CONSTRUCTION INDUSTRY BY THE USE OF BRACINGAND SHORING UNTIL THE PROPOSED STRUCTURE WORK IS COMPLETED. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF TEMPORARY BRACING ANDCONSTRUCTION SUPPORTS REQUIRED TO COMPLETE THE PROJECT. NO PORTION OF THE STRUCTURESHOULD BE CONSIDERED TO BE SELF SUPPORTING UNTIL THE ENTIRE VERTICAL AND LATERAL LOADRESISTING SYSTEM IS COMPLETE. THE CONTRACTOR MUST PROTECT AND SHORE ALL EXCAVATIONSWITH BRACING AND SHORING AS REQUIRED TO MAINTAIN SOIL STABILITY.2.THE BRACING AND SHORING SYSTEMS REQUIRED TO PROVIDE TEMPORARY SUPPORT OF THESTRUCTURE DURING CONSTRUCTION MUST BE DESIGNED TO SUPPORT THE DEAD, LIVE, SOIL,EARTHQUAKE AND WIND LOADS THAT MAY BE IMPOSED ON THE STRUCTURE DURING CONSTRUCTIONIN ACCORDANCE WITH INDUSTRY STANDARDS AND GENERALLY ACCEPTED ENGINEERING PRINCIPLES.3.THE CONTRACTOR MUST SUBMIT PROPOSED SHORING, BRACING AND UNDERPINNING SYSTEMS TOTHE ENGINEER FOR REVIEW. THE SUBMITTAL WILL BE REVIEWED ONLY IN SO FAR AS THE DETAILSAFFECT THE CHARACTER OF THE FINISHED WORK, BUT THE DETAILS OF DESIGN WILL BE LEFT TO THECONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE SUCCESSFUL COMPLETION OF THE WORK.4.NO CONSTRUCTION OF THE BRACING, SHORING OR UNDERPINNING SYSTEMS, DEMOLITION FOR ITSCONSTRUCTION OR ORDERING MATERIALS SHALL TAKE PLACE UNTIL THE CONTRACTOR HASRECEIVED REVIEWED SUBMITTALS BY THE ENGINEER.5.THE SUBMITTALS MUST SHOW LAYOUT, SIZE OF MEMBERS, CONNECTION DETAILS ANDCONSTRUCTION SEQUENCE FOR ALL BRACING AND SHORING SYSTEMS. THE SUBMITTALS SHALL BEACCOMPANIED BY STRUCTURAL CALCULATIONS. PLANS AND CALCULATIONS MUST BE SIGNED BY AREGISTERED PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA. THE SHORING ENGINEERSHALL ALSO PROVIDE A LETTER STATING THAT HE/SHE HAS REVIEWED THE SUBMITTALS FORCOMPLETENESS AND SHALL PERFORM FIELD VISITS AS REQUIRED IN ORDER TO CHECK GENERALCONFORMANCE OF THE CONSTRUCTION TO HIS CALCULATIONS.6.FOLLOWING COMPLETION OF REVIEW BY THE ENGINEER OF RECORD AND INCORPORATION OFREVIEW COMMENTS INTO THE SUBMITTALS, THE PLANS AND CALCULATIONS SHALL BE SUBMITTED TOTHE BUILDING DEPARTMENT OR PRESIDING AGENCY FOR REVIEW AND APPROVAL.
TEMPORARY BRACING AND SHORING
1.STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE SHALL BE PROVIDED IN ACCORDANCE WITHCBC SECTION 17042.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 3 DAYS PRIOR TO COMPLETION OF ANY OFTHE FOLLOWING CONSTRUCTION MILESTONES TO ALLOW TIMELY STRUCTURAL OBSERVATION TOOCCUR. THE SPECIFIC MILESTONES AND FREQUENCY OF STRUCTURAL OBSERVATION IS AT THEDISCRETION OF THE ENGINEER;·FOUNDATION REINFORCEMENT AND EMBEDDED ANCHOR BOLTS·SLAB REINFORCING·COLUMN REINFORCING·SHEAR WALL REINFORCING·STRUCTURAL STEEL ERECTION
STRUCTURAL OBSERVATION
S0.1GENERAL NOTES AND BASIS OF DESIGNS1.1S2.0S2.1TYPICAL DETAILS No. 1PUMP STATION FOUNDATION PLANPUMP STATION FLOOR PLANSS2.2PUMP STATION ROOF PLANSS1.2TYPICAL DETAILS No. 2S0.2 S3.0STRUCTURAL DETAILS No. 1
S0.3MATERIAL LIST AND GENERAL INFORMATIONTESTING AND SPECIAL INSPECTIONS
ABBREVIATIONS
STRUCTURAL DRAWING INDEX
1.THE CONTRACTOR MUST BE FAMILIAR WITH GEOTECHNICAL CONDITIONS AT THE PROJECT SITE ANDUNDERSTAND THE INFORMATION CONTAINED IN THE REPORT, BUT SHALL NOT ASSUME THAT SUCHINFORMATION IS SUFFICIENT FOR THE CONTRACTOR'S PURPOSES.2.THE OWNER'S GEOTECHNICAL ENGINEER MUST INSPECT AND APPROVE THE PREPARED SUBGRADEFOR CONFORMANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT PRIOR TOPLACEMENT OF FOUNDATION REINFORCEMENT.3.BOTTOM OF FOOTINGS MAY BE REVISED BY THE GEOTECHNICAL ENGINEER TO ENSURE MINIMUMFOOTING EMBEDMENTS INTO FIRM APPROVED SOIL MATERIAL.
GEOTECHNICAL INFORMATION
@AT
TRANSVERSETRANS
LONGITUDINALLONGIT
CAST-IN-DRILLED-HOLECIDH
SEE ARCH. DRAWINGSS.A.D.
HOLLOW STRUCT SECTIONHSS
TOP OFT.O.
EDGE NAILINGEN
BOUNDARY NAILINGBN
COMPLETE JT PENETRATIONCJP
FOUNDATIONFNDEACH WAYEW
PARTIAL JOINT PENETRATIONPJPOPEN WEB STEEL JOISTOWSJCORRUGATED METAL PIPECMP
DRAWINGDWG
LLBBLONG LEGS BACK TO BACKAPPROXARCH.ABBLKBLKGBLDGBMBOTBOF
CLRCONCCLGCOLCONNCONSTCONTCSK
CJC OR CL
ANCHOR BOLTAPPROXIMATE(LY)ARCHITECT(URAL)BLOCKBLOCKINGBUILDINGBEAMBOTTOMBOTTOM OF FOOTINGCENTER LINECONSTRUCTION JOINTCLEARCEILINGCOLUMNCONCRETECONNECTIONCONSTRUCTIONCONTINUOUSCOUNTERSINKDBLDETDIAGDNDODOUBLEDETAILDIAGONALDOWNDITTO(E)EAELELEVEQ EXISTINGEACHELEVATIONELEVATOREQUALFINFOCFOSFSFTGFINISH(ED)FACE OF CONCRETEFACE OF STUD(S)FAR SIDEFOOTINGGaGALVHDRHEXHGRHORIZHSH or HT
GAUGEGALVANIZEDHEADERHEXAGONALHANGERHORIZONTALHIGH STRENGTHHEIGHTIDINSULJT
LSLWTLL
INSIDE DIAMETERINSULATIONJOINT
LAG SCREW(S)LIGHT WEIGHTLIVE LOAD
MBMAXMECHMFRMINMISCMACHINE BOLT(S)MAXIMUMMECHANICALMANUFACTURERMINIMUMMISCELLANEOUS(N)NICNo.NOMNSNTSOCODOH NEWNOT IN CONTRACTNUMBERNOMINALNEAR SIDENOT TO SCALEON CENTEROUTSIDE DIAMETEROPPOSITE HANDPDFPSFPSIPTPMETAL PLATEPOWDER DRIVEN FASTENERPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOINT OR POST TENSIONRAD or RREINFREQ'DREVRCPRADIUSREINF CONC PIPEREINFORCED, REINFORCINGREQUIREDREVISIONSCHEDSHTSIMSMSSPEC(S)SQSTAGSTDSTLSTRUCTSYM SCHEDULESHEETSIMILARSHEET METAL SCREWSPECIFICATION(S)SQUARESTAGGEREDSTANDARDSTEELSTRUCTURALSYMMETRICALT>.O.W.TOFTOSTYPUONVERTW/WFWPWTWWR
TONGUE AND GROOVETOP OF WALLTOP OF FOOTINGTOP OF SLAB OR STEELTYPICALUNLESS OTHERWISE NOTEDVERTICALWITHWIDE FLANGEWATERPROOF OR WORK POINTWEIGHTWELDED WIRE REINFORCEMENT NUMBER, LBS#LLHLLVLONG LEG HORIZONTALLONG LEG VERTICAL
EFEDGE FASTENING,
PROCEDURE QUALIFICATION REPORTPQR
WPSWELDING PROCEDURE
DCWDEMAND CRITICAL WELD
CALIFORNIA BLDG CODECBC
SFRSSEISMIC FORCE RESISTING SYSTEM
HDHOLDOWNTOE NAILTN
ATSANCHOR TIE SYSTEM
WFRSWIND FORCE RESISTING SYSTEMVIFVERIFY IN FIELD
ELECTELECTRICAL
HDPEHIGH DENSITY POLYETHYLENET&BTOP & BOTTOM
LB(S)POUND(S)ALTALTERNATE
CAST-IN-PLACECIP
FINISH GRADEFG
HSBHIGH STRENGTH BOLT
LAYOUT LINELOL
OGORIGINAL GROUND
PVCPOLYVINYL CHLORIDE
TEMPORARYTEMP
ADD'LADDITIONAL
COLD FORMED STEELCFS
SPECIFICATIONS
SSSTAINLESS STEELEACH FACE
P OR PLDIADIAMETER
1.REFER TO THE SPECIFICATIONS FOR COMPLETE REQUIREMENTS.2.SUBMITTALS FOR THE ENGINEERS REVIEW ARE REQUIRED INCLUDING:·REINFORCING SHOP DRAWINGS, PRODUCT DATA, MILL CERTIFICATES.·CONCRETE PRODUCT DATA, MIX DESIGNS, CERTIFICATES OF COMPLIANCE FOR AGGREGATE,CEMENTITIOUS MATERIAL, ADMIXTURE, VAPOR RETARDER/BARRIER, GROUT, CURING,COMPOUND, FOAM BLOCK.·SHOTCRETE MIX DESIGNS, SHOTCRETE PLACEMENT SCHEDULE, PRODUCT DATA, CERTIFICATESOF COMPLIANCE FOR AGGREGATE, CEMENT, ADMIXTURES.·ADHESIVE ANCHORING SYSTEM AND EXPANSION ANCHORS·STRUCTURAL STEEL FRAMING AND MISCELLANEOUS METALS SHOP DRAWINGS, MILLCERTIFICATES.·WPS AND PQR FOR NON-PREQUALIFIED JOINTS, CERTIFICATES OF COMPLIANCE FOR METALS,WELDING MATERIAL·OTHER SUBMITTALS LISTED IN THE SPECIFICATIONS.·BRACING AND SHORING SHOP DRAWINGS AND CALCULATIONS3.CONTRACTOR MUST ELECTRONICALLY SUBMIT ALL SUBMITTALS4.USE OF CONTRACT DOCUMENTS AS SHOP DRAWINGS WILL NOT BE ACCEPTED.5.THE CONTRACTOR MUST SUBMIT A SUBMITTAL SCHEDULE FOR REVIEW FOUR WEEKS BEFORE THEFIRST SUBMITTAL IS ISSUED.6.THE CONTRACTOR MUST REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO THE CIVIL ANDSTRUCTURAL ENGINEER. THE CONTRACTOR IS TO STAMP EACH SUBMITTAL VERIFYING THAT THEFOLLOWING IS ADDRESSED:·THE SUBMITTAL IS REQUESTED BY THE CONTRACT DOCUMENTS·THE SUBMITTAL IS BASED ON THE MOST CURRENT EDIT OF THE CONTRACT DOCUMENTSINCLUDING ALL ADDENDA, SUPPLEMENTS, BULLETINS, RFI'S, ETC.·THE A RCHITECTS AND STRUCTURAL ENGINEER'S COMMENTS FROM ANY PREVIOUS SUBMITTALSARE ADDRESSED.·THE WORK IS COORDINATED AMONG ALL CONSTRUCTION TRADES.·REVISIONS FROM PREVIOUS SUBMITTALS ARE CLEARLY MARKED BY CIRCLING OR CLOUDS·SUBMITTAL IS COMPLETE·SUBMITTAL DOES NOT INCLUDE A SUBSTITUTION REQUEST·SUBMITTAL SHALL INCLUDE A STAMP INDICATING PROJECT NAME AND LOCATION, SUBMITTALNUMBER, SPECIFICATION SECTION NUMBER.7.THE STRUCTURAL ENGINEER WILL RETURN WITHOUT COMMENT, SUBMITTALS WHICH THE CONTRACTOR HAS NOT STAMPED OR WHICH DO NOT MEET THE ABOVE REQUIREMENTS. THESTRUCTURAL ENGINEERS REVIEW OF SUBMITTALS MUST BE FOR GENERAL CONFORMANCE WITH THEDESIGN INTENT. NO WORK MUST BE STARTED WITHOUT SUCH REVIEW.8.THE STRUCTURAL ENGINEER WILL ONLY STAMP SUBMITTALS FOR ITEMS WITHIN THE SCOPE OFWORK THAT APPEARS IN THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. THE STRUCTURALENGINEER MAY REVIEW AND PROVIDE COMMENTS ON SUBMITTALS FOR ITEMS THAT APPEAR ONOTHER DRAWINGS OR ARE DELEGATED DESIGN ELEMENTS, BUT WILL NOT STAMP THESE SUBMITTALS.·CONCRETE MIX DESIGNS AND WELDING PROCEDURE SPECIFICATION WILL BE REVIEWED BY THESTRUCTURAL ENGINEER BUT NOT STAMPED SINCE THE INFORMATION IN THESE SUBMITTALS ISNOT THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER.9.CONTRACTOR'S STATEMENT OF RESPONSIBILITY: EACH CONTRACTOR RESPONSIBLE FOR THECONSTRUCTION OF A SEISMIC OR WIND-FORCE RESISTING SYSTEM OR COMPONENT MUST ISSUE AWRITTEN STATEMENT OF RESPONSIBILITY IN COMPLIANCE WITH SECTION 1704.4 OF THE CURRENTGOVERNING EDITION OF THE CALIFORNIA BUILDING CODE. THE CONTRACTORS STATEMENT OFRESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIALREQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION.
SUBMITTALS
1.DELEGATED DESIGN ELEMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. DELEGATED DESIGNELEMENTS ASSUMED TO BE DESIGNED BY THE CONTRACTOR INCLUDE:-TEMPORARY SHORING AND BRACING-SITE SHORING-CONCRETE FORMWORK AND FALSEWORK-OTHER DESIGN REQUIRED FOR TEMPORARY MEANS AND METHODS THE CONTRACTOR-STEEL STAIRS INCLUDING RAILINGS-RAILINGS-ANCHORAGE AND BRACING OF ALL MEP EQUIPMENT AND DISTRIBUTION LINES (EXCEPT FORITEMS SPECIFICALLY DETAILED ON THE CONTRACT DOCUMENTS)2.DESIGN OF ALL DELEGATED DESIGN ELEMENTS SHALL BE BY A REGISTERED CALIFORNIAPROFESSIONAL ENGINEER.3.DELEGATED DESIGN ELEMENT SHOP DRAWINGS AND CALCULATION SUBMITTALS SHALL BE STAMPEDAND SIGNED BY THE CONTRACTOR'S DESIGN ENGINEER4.DELEGATED DESIGN ELEMENT CALCULATIONS SHALL HAVE A SUMMARY PAGE STATING THE DESIGNASSUMPTIONS INCLUDING CODES AND DESIGN LOADS.5.DELEGATED DESIGN ELEMENT SHOP DRAWINGS SHALL SHOW THE MAGNITUDES, DIRECTIONS,LOCATIONS, AND CONNECTION CONDITIONS OF ALL LOADS IMPOSED ON THE BUILDING STRUCTUREBY THE ELEMENT INCLUDING BUT NOT LIMITED TO:-RAILINGS-MEP EQUIPMENTS6,ALL DELEGATED DESIGN ELEMENTS MUST BE SUBMITTED TO ENGINEER OF RECORD AND CIVILENGINEER FOR REVIEW.
DELEGATED DESIGN ELEMENTS
S4.0WALL ELEVATIONS No. 1S4.1WALL ELEVATIONS No. 2S3.1STRUCTURAL DETAILS No. 2S3.2STRUCTURAL DETAILS No. 3S3.3STRUCTURAL DETAILS No. 4S4.1WALL ELEVATIONS No. 3SHEET OF 43 CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234GENERAL NOTES AND BASIS OF DESIGN10/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S0.121
MATERIAL LIST AND GENERAL INFORMATIONCONCRETE & REINFORCINGCONCRETECONCRETE AND REINFORCING MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OFACI 301 & 318. CONCRETE SHALL BE READY-MIXED CONCRETE IN ACCORDANCE WITH ASTM C94.1.MAXIMUM WATER-CEMENT RATIO, BY WEIGHT28 DAY COMPRESSIVE STRENGTHWATER-CEMENT RATIO5000 PSI CONCRETE0.404000 PSI CONCRETE0.453500 PSI CONCRETE0.453000 PSI CONCRETE0.502.AVERAGE DRYING SHRINKAGE FOR CONCRETE AFTER 21 DAYS OF DRYING SHALL NOT EXCEED0.040% IN SUSPENDED SLABS AND 0.048% IN SLABS ON GRADE WITH FLOOR COVERINGS ANDINDUSTRIAL APPLICATIONS.3.AT THE CONTRACTOR'S OPTION, AN AIR ENTRAINING AGENT CONFORMING TO THE LATEST REVISIONOF ASTM SPECIFICATION C260 MAY BE ADDED TO THE CONCRETE TO PROVIDE UP TO A MAXIMUM OF3% ± 1.5% ENTRAINED AIR. CEMENT MUST BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONSFOR PORTLAND CEMENT PER ASTM C150, TYPE II OR TYPE II-V. NO MORE THAN 25% OR APPROVEDPER ENGINEER BY WEIGHT OF CEMENT MAY BE REPLACED BY FLY ASH CONFORMING TO ASTM C618,CLASS N OR F.MIN 28 DAYMAX SIZE4.CONCRETE COMPRESSIVE AGGREGATESLUMPELEMENT STRENGTH(INCHES)(INCHES)INFILL SLAB 30003/4PER APPROVED MIXDIVIDER WALL,CIDH PILEWALL OVERLAY/INFILL,40003/4PER APPROVED MIXBEAMS, WALKWAYSLABS, GRADE BEAMS5.ALL CONCRETE MUST BE PLACED WITH MECHANICAL VIBRATION UNLESS NOTED OTHERWISE.6.ALL EXPOSED CORNERS OR EDGES OF CONCRETE ELEMENTS SHALL BE FORMED WITH A 3/4"CHAMFER UNLESS OTHERWISE NOTED ON DRAWINGS.7. CONTRACTOR MUST SUBMIT SLAB CONTROL JOINT LAYOUT FOR REVIEW.NON-SHRINK GROUTNON-SHRINK GROUT MUST BE FLOWABLE, WITH A MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 5000 PSI.NON-SHRINK GROUT MUST BE MASTERFLOW 928 GROUT AS MANUFACTURED BY CHEMREX OR APPROVEDEQUAL.SHOTCRETESHOTCRETE MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF ACI 506.2R,"RECOMMENDED PRACTICE FOR SHOTCRETING".1.ALL WALLS NOT INCLUDING COLLECTOR BEAMS, BOUNDARY REINF & COUPLING BEAMS MAYINSTALLED AS SHOTCRETE AT THE CONTRACTOR'S OPTION. IF SHOTCRETE IS USED, THECONTRACTOR MUST DEMONSTRATE THAT THE REINFORCING CAN BE ENCASED BY PROVIDINGPRECONSTRUCTION TEST PANELS.MIN 28 DAYMAX SIZE2.SHOTCRETE COMPRESSIVE AGGREGATEMAX SLUMPELEMENT STRENGTH(INCHES)(INCHES)WALLS4000 PSI3/82 3.SHOTCRETE COMPRESSIVE STRENGTH MUST BE DETERMINED BY PRE-CONSTRUCTION TEST PANELSAND PRODUCTION TEST PANEL TESTING. CORE MAY ALSO BE TAKEN FROM FINISHED WALL.SHOTCRETING SHALL BE MOISTURE CURED UNLESS OTHERWISE APPROVED BY THE ENGINEER.EXISTING CONCRETEALL EXISTING CONCRETE STRUCTURES AND WALLS HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSIAS PER EXISTING AS BUILTS FROM ORIGINAL CONSTRUCTION IN 1964.EXISTING STEELALL PER EXISTING AS BUILTS FROM ORIGINAL CONSTRUCTION IN 1964.REINFORCING STEELASTM A-15fs = 20,000 PSIINTERMEDIATE GRADE:STRUCTURAL STEEL:ASTM A-36fs = 20,000 PSIEXISTING CONCRETE SURFACE PREPARATIONWHERE CONCRETE OR SHOTCRETE IS TO BE CAST AGAINST EXISTING CONCRETE, PREPARE THE SURFACEOF EXISTING CONCRETE AS FOLLOWS, UNLESS NOTED OTHERWISE:1.CHIP OR SCARIFY SURFACE AS REQUIRED TO REMOVE ALL SPALLED, SEVERELY CRACKED,DETERIORATED, LOOSE OR UNSOUND MATERIAL.2.CHIP OR SCARIFY ANY AREA AS REQUIRED TO REMOVE OFFSETS WHICH WOULD CAUSE AN ABRUPTCHANGE IN THICKNESS OF THE NEW CONCRETE OR SHOTCRETE. TAPER EDGES TO LEAVE NOSQUARE SHOULDERS AT THE PERIMETER OF A CAVITY.3.SAND-BLAST OR WATER-BLAST ALL SURFACES TO RECEIVE NEW CONCRETE OR SHOTCRETE TOREMOVE ALL DIRT, PAINT, GREASE, FRACTURED CONCRETE, OIL, OR OTHER SUBSTANCES THATCOULD INTERFERE WITH THE BOND OF THE NEWLY PLACED CONCRETE OR SHOTCRETE. CLEANFORMS AND REINFORCING OF DRIPPINGS. CLEAR AWAY DEBRIS BY COMPRESSED AIR.4.WET THE SURFACE UNTIL IT IS DAMP, BUT WITHOUT VISIBLE FREE WATER.
STEELSTRUCTURAL STEEL1.STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING:W-SHAPES, WT- SHAPESASTM A992CHANNELS > 8" DEEPASTM A992CHANNEL < 8" DEEPASTM A36STEEL ANGLES, M-SHAPESASTM A992RECTANGULAR AND ROUND HSSASTM A500, GRADE CPLATESASTM A36 UON, A572, GRADE 50 WHERE INDICATEDBASE PLATESASTM A36 UON, A572, GRADE 50 WHERE INDICATEDANCHOR RODSASTM F1554 GR 36 UON, GRADE 105 WHERE INDICATED BY 'HS'MACHINE BOLTSASTM A307HIGH STRENGTH BOLTS & RODSASTM F3125 GRADE A-325-N UON, TYPE SC OR X WHERE INDICATEDHEAVY HEX NUTSASTM A563WELDED HEADED STUDSASTM A1082.ALL STRUCTURAL STEEL MUST CONFORM TO AISC CODE OF STANDARD PRACTICE FOR THEFABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION . FABRICATE FROMAPPROVED DRAWINGS ONLY.4.ALL HIGH STRENGTH BOLTS MUST BE BEARING TYPE UNLESS OTHERWISE NOTED ON THE DRAWINGS ASSLIP CRITICAL (SC) OR PRE-TENSIONED (PT). ALL BOLTED CONNECTIONS NOTED AS SLIP CRITICAL MUSTBE FULLY TENSIONED IN ACCORDANCE WITH SPECIFICATIONS.5.DO NOT CUT THROUGH ERECTED STEEL PLATES, BOLTS, ANGLES OR SHAPES WITHOUT PERMISSION OFTHE ENGINEER. ALL SLAG AND ROUGH EDGES MUST BE MECHANICALLY REMOVED TO PROVIDE ASMOOTH EDGE AFTER CUTTING OR BORING. ALL SURFACES CUT BY THERMAL PROCESSES MUSTCONFORM TO SPECIFICATIONS.6.WHERE STRUCTURAL STEEL IS TO BE ATTACHED USING POST-INSTALLED ANCHORS IN EXISTINGCONGESTED AREAS. ANCHOR HOLES SHALL BE DRILLED PRIOR TO THE PREPARATION OF STEEL SHOPDRAWINGS AND FABRICATION. DRILLED HOLE LOCATIONS SHALL BE RECORDED AND TRANSFERREDUSING TEMPLATES FOR THE PURPOSE OF ACCURATELY LOCATING HOLES IN STRUCTURAL STEEL.7.STRUCTURAL STEEL AND MISCELLANEOUS IRON WHICH IS TO HAVE SPRAY ON FIREPROOFING MUST NOTBE PAINTED UNLESS COATINGS AND APPROVALS ARE COMPATIBLE WITH PAINTED SURFACES. STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER MUST RECEIVE TWO COATS OF SEMI-GLOSSALKYD ENAMEL COMPATIBLE WITH PRIMER UNLESS OTHERWISE NOTED BY THE CIVIL ENGINEER.8.REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR PAINTING AND OTHER COATING REQUIREMENTS.
CONCRETE REINFORCING1.BARS #4 AND LARGER FOR REINFORCING OF COLUMNS, WALLS, BEAMS & GIRDERS MUST BE GRADE 60DEFORMED BARS CONFORMING TO ASTM A706. ALL OTHER BARS MAY BE GRADE 60 DEFORMED BARSCONFORMING TO ASTM A706 OR A615. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318 - CURRENTEDITION UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING FOR SHOTCRETE SHALL HAVE NONCONTACT LAP SPLICES PER CBC, CURRENT GOVERNING EDITION. BARS TO BE WELDED OR FIELD BENTSHALL CONFORM TO ASTM A706.2.WELDED WIRE REINFORCEMENT MUST CONFORM TO ASTM 185 IN FLAT SHEETS WITH WELDEDINTERSECTIONS NOT FURTHER APART THAN 12 INCHES. 3.ALL CONCRETE REINFORCEMENT DETAILS MUST CONFORM TO ACI 315 "MANUAL OF STANDARD PRACTICEFOR DETAILING CONCRETE STRUCTURES"4.CONCRETE COVER MUST BE TO FACE OF BAR, MECHANICAL COUPLER, OR WELDED HEADED BAR UNLESSOTHERWISE NOTED ON DRAWINGS.5.THE LENGTHS AND SPLICES OF REINFORCEMENT SHOWN ON DRAWINGS REPRESENT A SUGGESTEDCONSTRUCTION JOINT LAYOUT. BAR SPLICES MAY BE DELETED AND CONTINUOUS REINFORCEMENTUSED AT CONTRACTOR'S OPTION. LONG BARS OR BENT BARS SHOWN MAY BE SPLICED IF NECESSARYFOR PLACEMENT OR EASE OF CONSTRUCTION PROVIDED THAT MINIMUM SCHEDULED LAP LENGTHS AREFOLLOWED WITH APPROVAL FROM ENGINEER. MECHANICAL COUPLERS SHALL BE USED WHERE SHOWNON DRAWINGS AND MAY BE USED IN LIEU OF LAP SPLICES WITH APPROVAL OF ENGINEER6.ALL SPLICES OF #10 AND LARGER REINFORCEMENT MUST BE MADE USING TYPE II MECHANICALCOUPLERS, UNLESS OTHERWISE SHOWN. LAP SPLICES FOR #10 AND LARGER BARS SHALL NOT BEPERMITTED.7.TYPE II MECHANICAL COUPLERS MUST CONFORM TO DIMENSIONAL REQUIREMENTS SHOWN ON THEDRAWINGS, SO AS NOT TO REQUIRE SPECIAL STIRRUPS OR HOOPS OR VIOLATE THE REQUIRED CLEARCOVER OF CONCRETE. MECHANICAL COUPLERS SHALL BE STAGGERED A MINIMUM OF 3'-0" FROMMECHANICAL COUPLERS ON ADJACENT BARS, UNLESS OTHERWISE NOTED ON DRAWINGS.MECHANICAL REINFORCEMENT COUPLING DEVICEMECHANICAL COUPLING OF REINFORCEMENT MUST BE NVENT LENTON LOCK COUPLERS BY ERICO (IAPMO ER0129) OR APPROVED EQUAL.MECHANICAL REINFORCEMENT ANCHORAGE DEVICEMECHANICAL ANCHORAGE OF REINFORCEMENT MUST BE WITH LENTON TERMINATOR REBAR END ANCHORSBY ERICO (IAPMO ER 0188) OR APPROVED EQUAL.
MACHINE BOLTS, ANCHOR BOLTS AND THREADED RODSBOLTS, NUTS, WASHERS AND RODS OUTSIDE THE BUILDING ENVELOPE TO WEATHER MUST BE HOT DIPPEDGALVANIZED.1.BOLTS MUST CONFORM TO ASTM A307 GRADE A OR B OR A36.2.ANCHOR BOLTS AND RODS MUST CONFORM TO ASTM F1554 GR 55.3.ALL BOLTS & LAG SCREWS MUST HAVE STANDARD STEEL WASHERS, UON.4.NUTS SHALL BE AS SHOWN BELOW AND FINISH MUST MATCH FASTENER.FASTENER GRADE AND SIZENUT CLASSNUT STYLEASTM A36 , ASTM A307A, F1554 1/4" TO 1-1/2"ASTM A563-AHEX ASTM A36 , ASTM A307A, F1554, OVER 1-1/2" TO 4"ASTM A563-AHEAVY HEXASTM A307B, 1/4" TO 4"ASTM A563-AHEAVY HEX WELDINGALL WELDING MUST BE PERFORMED BY CERTIFIED WELDERS PER AWS "STANDARD QUALIFICATIONPROCEDURE" TO PERFORM THE TYPE OF WORK REQUIRED. ALL WELDING MUST BE IN ACCORDANCE WITH THECURRENT AWS WELDING CODE. ARC WELDING ELECTRODES MUST BE E70 SERIES FOR A36, A53, A500, A572 &A992 MATERIAL, AND E80 SERIES FOR A706 REINFORCING STEEL.1.WELD METAL TOUGHNESS SHALL BE REPORTED ON THE ELECTRODE MANUFACTURER'S CERTIFICATE OFCOMPLIANCE. ALL ELECTRODES MUST BE LOW HYDROGEN WITH A MINIMUM CVN VALUE OF 20 FT-LBS AT-20 DEGREE F. EXCEPTIONS: METAL DECK WELDING, STAIR AND HANDRAIL WELDING, LIGHT GAGE STEELWELDING.2.TACK WELDS, AIR-ARC GOUGING AND FLAME CUTTING SHALL NOT BE PERFORMED WITHOUT ADEQUATEPREHEAT OR INCORPORATION INTO THE FINAL WELD.3.THE FILLER METAL MANUFACTURER'S PUBLISHED RECOMMENDATIONS MUST BE THE BASIS FORDETERMINING THE ALLOWABLE RANGE OF ESSENTIAL VARIABLES FOR THE PRE QUALIFIED WPS. UNLESSNOTED OTHERWISE ON THE PLANS, BACK-UP BARS AND RUNOFF TABS FOR CJP WELDS SHALL BEREMOVED FOLLOWED BY BACKGOUGING AND BACKWELDING.4.WHERE FIELD WELDING IS SPECIFICALLY NOTED, THE DESIGNATION IS GIVEN AS SUGGESTEDCONSTRUCTION PROCEDURE ONLY. CONTRACTOR MUST DETERMINE SUITABILITY OF SHOP OR FIELDWELDING FOR ALL CONDITIONS.
POST INSTALLED ANCHORS
EPOXY ANCHORS AND DOWELS IN CONCRETE DRILLED IN CONCRETE1.DRILLED EPOXY ANCHORS AND DOWELS MUST BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.2.HOLES THAT ARE DRILLED USING A CARBIDE DRILL BIT DO NOT REQUIRE SUPPLEMENTAL ROUGHENINGFOR HILTI HIT-RE 500 V3. HOLES THAT ARE DRILLED USING A DIAMOND CORE BIT SHALL BE ROUGHENEDWITH THE HILTI TE-YRT ROUGHENING TOOL PER THE MANUFACTURER'S REQUIREMENTS. HOLES DRILLEDUSING DIAMOND CORE BITS ARE NOT PERMITTED FOR SIMPSON SET-3G3.HOLES MUST BE CLEANED PER THE MANUFACTURER'S RECOMMENDATIONS.4.INSTALLATION OF ADHESIVE ANCHORS UPWARDLY INCLINED OR HORIZONTALLY TO SUPPORTSUSTAINED TENSION LOADS MUST BE PERFORMED BY PERSONNEL CERTIFIED BY ANY APPLICABLECERTIFICATION PROGRAM. CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS INACCORDANCE WITH THE ACI/CRSI ANCHOR INSTALLER CERTIFICATION PROGRAM OR EQUIVALENT.5.MINIMUM ANCHOR OR DOWEL EMBEDMENT MUST BE AS INDICATED IN THE APPROPRIATE TABLESBELOW, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
DRILLED HOLES FOR ANCHORS AND DOWELS IN CONCRETE1.DRILLED HOLE DEPTH TO ACHIEVE LISTED ANCHOR OR DOWEL EMBEDMENT MAY BE GREATER THATREQUIRED EMBEDMENT SHOWN IN ANCHOR OR DOWEL TABLES. VERIFY HOLE DEPTH REQUIREMENTSWITH MANUFACTURER, HOLE DEPTH MUST NOT BE LESS THAN TABULATED DEPTH.2.VERIFY DRILL BIT TYPE AND DIAMETERS WITH MANUFACTURER3.HOLES MUST NOT BE DRILLED IN CONCRETE THAT HAS NOT ACHIEVED ITS SPECIFIED COMPRESSIVESTRENGTH AND NOT UNTIL A MINIMUM OF FOURTEEN (14) DAYS AFTER CONCRETE HAS BEEN CAST.4.USE CARE AND CAUTION AT ALL TIMES TO AVOID CUTTING OR DAMAGING REINFORCEMENT STEEL DRILLHOLE SIZE AS RECOMMENDED BY MANUFACTURER, UNLESS OTHERWISE NOTED ON THE DRAWINGS.ALL LOCATIONS TO BE DRILLED MUST BE CAREFULLY PRESCANNED USING EFFECTIVE MEANS PRIOR TODRILLING. THE USE OF PACHOMETERS MAY NOT BE EFFECTIVE. DRILL PILOT HOLES WITH SMALLERDIAMETERS THAN FINAL HOLES. (3/8" MAXIMUM PILOT HOLE DIAMETER) TO DETECT REINFORCEMENTWHERE OTHER MEANS ARE NOT EFFECTIVE.5.WHERE REINFORCEMENT IS ENCOUNTERED, SHIFT THE ANCHOR OR DOWEL LOCATION SO AS TO AVOIDTHE REINFORCEMENT BAR. CONTACT THE ENGINEER FOR ALL CONDITIONS WHERE REINFORCEMENT ISENCOUNTERED.6.ALL ABANDONED HOLES MUST BE REPAIRED USING APPROVED MATERIALS AND METHODS. SEESPECIFICATIONS.7.WHERE STRUCTURAL STEEL IS TO BE ATTACHED USING DRILLED ANCHORS, ANCHOR HOLES MUST BEDRILLED PRIOR TO PREPARATION OF STEEL SHOP DRAWINGS AND FABRICATION. DRILLED HOLESLOCATIONS MUST BE RECORDED AND TRANSFERRED USING TEMPLATES FOR THE PURPOSE OFACCURATELY LOCATING HOLES IN STRUCTURAL STEEL.EXPANSION ANCHORS IN CONCRETE1.EXPANSION ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS.2.MINIMUM EXPANSION ANCHOR EMBEDMENT MUST BE AS INDICATED IN THE APPROPRIATE TABLESBELOW, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.3.THE TENSION TEST VALUES FOR EXPANSION ANCHORS ARE BASED ON THE LESSER OF THEFOLLOWING:·125% OF THE "DESIGN STRENGTH" VALUES AS COMPUTED IN ACCORDANCE WITH ACI 318-14, CBC2019 SECTION 1901.3.4.2 AND THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES)OR IAPMO-UES TEST REPORTS FOR THE MANUFACTURERS LISTED IN THE SPECIFICATIONS FOR3000 PSI CONCRETE.·80% OF THE SPECIFIED YIELD STRENGTH OF THE EXPANSION ANCHOR.4.TENSION TEST VALUES ARE "FREE-FIELD" VALUES AND APPLY ONLY FOR DOWELS AND ANCHORS WITHNO REDUCTIONS IN STRENGTH DUE TO SPACING AND EDGE DISTANCE. FOR EXPANSION ANCHORSINSTALLED LESS THAN 1.5x DESIGN DEPTH (Hnom) FROM THE EDGE OF CONCRETE, CONTACT THEENGINEER FOR TEST VALUES.5.EXPANSION ANCHORS PLACED IN CONCRETE MUST BE HILTI KB-TZ 2 OR SIMPSON STRONG BOLT 2 ANDSHALL CONFORM TO ICC-ES REPORTS ESR-4266 AND ESR-3037 RESPECTIVELY, OR AN APPROVEDEQUAL.6.EXPANSION ANCHORS SPECIFIED ON THE DRAWINGS SHALL BE HILTI KB-TZ 2 WITH EMBEDMENT DEPTHSSHOWN ON THE TABLES BELOW, UON. THE CONTRACTOR MAY SUBSTITUTE A SIMPSON STRONG-BOLT 2ANCHOR PER THE TABLE LISTED BELOW.7.IF ANCHORS ARE INSTALLED WHERE THE EDGE DISTANCE OF ONE SIDE IS NO LARGER THAN THEMINIMUM EDGE DISTANCE. THE TENSION TEST LOAD SHALL BE ADJUSTED AS REQUIRED.
EPOXY ANCHORS AND DOWELS IN CONCRETE DRILLED IN CONCRETE1.ANCHOR MATERIAL AND COATING MUST BE IN COMPLIANCE WITH THE SUPPLIERS RECOMMENDATION.2.THE TENSION LOAD VALUES FOR ANCHORS ARE BASED ON THE LESSER OF THE FOLLOWING:·125% OF THE "DESIGN STRENGTH" VALUES AS COMPUTED IN ACCORDANCE WITH ACI 318-14, CBC2019 SECTION 1901.3.4.2 AND THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES)OR IAPMO-UES TEST REPORTS FOR THE MANUFACTURERS LISTED IN THE SPECIFICATIONS FOR3000 PSI CONCRETE AND·80% OF THE SPECIFIED YIELD STRENGTH OF THE EXPANSION ANCHOR.3.TENSION TEST VALUES ARE "FREE-FIELD" VALUES AND APPLY ONLY FOR DOWELS AND ANCHORS WITHNO REDUCTIONS IN STRENGTH DUE TO SPACING AND EDGE DISTANCE. FOR EXPANSION ANCHORSINSTALLED LESS THAN 1.5x DESIGN DEPTH (Hnom) FROM AN EDGE OFF CONCRETE, CONTACT THEENGINEER FOR TEST VALUES.4.EPOXY ANCHORS PLACED IN CONCRETE MUST BE HILTI HIT-RE 500-V3 OR SIMPSON SET-3G ANDCONFORM TO ICC-ES REPORTS OR ESR-3814 OR ESR-4057 OR AN APPROVED EQUAL5.IF ANCHORS ARE INSTALLED WHERE THE EDGE DISTANCE OF ONE SIDE IS NO LARGER THAN THEMINIMUM EDGE DISTANCE. THE TENSION TEST LOAD SHALL BE ADJUSTED AS REQUIRED.
METAL STAIRS1.THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR THE STAIRS TO BE CONSTRUCTED AS SHOWNON THE STRUCTURAL AND CIVIL DRAWINGS. SHOP DRAWINGS SHALL SHOW LAYOUT, SIZE OF MEMBERS,AND CONNECTION DETAILS. IN ADDITION TO THE ABOVE DRAWINGS, CALCULATIONS SHOWING ALLSTRESSES AND DEFLECTIONS CAUSED BY DEAD, LIVE AND EARTHQUAKE LOADS SHALL BE SUBMITTEDTO THE ENGINEER FOR REVIEW. ANY LOADS IMPARTED TO THE SUPPORTING STRUCTURE ORFOUNDATIONS SHOULD BE PROVIDED IN THE CALCULATIONS AND SHOW DRAWINGS. DRAWINGS ANDCALCULATIONS SHALL BE SIGNED BY A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA.2.METAL STAIRS: PROVIDE STAIRS OF THE DESIGN SPECIFIED, COMPLETE WITH LANDING PLATFORMS,VERTICAL AND HORIZONTAL SUPPORTS, RAILINGS, AND GUARDS, FABRICATED ACCURATELY FORANCHORAGE TO EACH OTHER AND TO BUILDING STRUCTURE.·UNLESS OTHERWISE NOTED IN THE CIVIL DWGS, REGULATORY REQUIREMENTS: PROVIDE STAIRSAND RAILINGS COMPLYING WITH NAAMM AMP 510 MINIMUM STANDARDS FOR CONSTRUCTION,PROPORTIONS AND DIMENSIONS OF FIXED METAL STAIRS; WHERE REQUIREMENTS OF THECONTRACT DOCUMENTS EXCEED THOSE OF NAAMM REQUIREMENTS, COMPLY WITH THECONTRACT DOCUMENTS.3. LOADS MUST BE AS FOLLOWS:DEAD LOAD: AS REQUIREDLIVE LOAD: 100 PSFLATERAL LOAD: AS REQUIRED4.STAIR MANUFACTURERS MUST OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIESINVOLVED IN GOVERNING CONSTRUCTION.
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RELEASED FOR PLAN CHECK
S.0222
BS,
TESTING AND SPECIAL INSPECTIONS
SPECIAL INSPECTIONS
GENERALDEFINITIONSCONTINUOUS SPECIAL INSPECTION: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEINGPERFORMED.PERIODIC SPECIAL INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THEWORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.
REPORT REQUIREMENTSSPECIAL INSPECTORS MUST KEEP RECORDS OF INSPECTIONS, AND MUST FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,THE OWNER OR THE OWNER'S DESIGNATED REPRESENTATIVE, AND TO THEREGISTERED DESIGN ENGINEER IN RESPONSIBLE CHARGE. REPORTS MUST INDICATE THAT THE WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO THE APPROVED CONSTRUCTIONDOCUMENTS. DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES MUST BE BROUGHT TO THEATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. THE SPECIAL INSPECTOR SHALLSUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE PROJECT PLANS ANDSPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC.
MATERIALS OF CONSTRUCTION AND TESTS MUST CONFORM TO THE 2022 CBC AND GOVERNING AGENCY SPECIAL INSPECTION FORMS. THE CONTRACTOR MUST PROVIDE A MINIMUM 48 HOUR NOTICE TO THESPECIAL INSPECTION AGENCY FOR WORK THAT REQUIRES SPECIAL INSPECTION. THE CONTRACTOR MUST PROVIDE THE SPECIAL INSPECTOR WITH THE USE OF A LIFT OR OTHER EQUIPMENT AS REQUIRED TOALLOW ACCESS TO THE WORK THAT REQUIRES INSPECTION. THE CONTRACTOR MUST PROVIDE THE SPECIAL INSPECTOR ACCESS TO THE APPROVED PLANS AND SPECIFICATIONS AND RETAIN SPECIALINSPECTION RECORDS AT THE JOB-SITE. THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR AND PROJECT INSPECTOR [IOR] DURING CONSTRUCTION ON THE FOLLOWING TYPES OF WORK.
REFERENCE STANDARDSCALIFORNIA BUILDING CODE 2019 (CBC) AND ALL STANDARDS REFERENCED BY THE CBC.
CONSTRUCTIONTYPEREQUIRED SPECIAL INSPECTIONSREMARKSREVIEW MANUFACTURER'S CERTIFICATE OF COMPLIANCE INCLUDING CERTIFIEDTEST REPORTSGALVANIZED STEEL MEMBERS AND ANCHOR ROD LAYOUT AND DIMENSIONSVERIFY FINISH AND DIMENSIONAL TOLERANCE, AND PROTECTED ZONERESTRICTIONS STEEL - CBC SECTION 1705.2KEY: 'C'' = CONTINUOUS, 'P' = PERIODICSTRUCTURALSTEEL WELDING (SHOPAND FIELD)VERIFY WELDERS QUALIFICATIONS, PROCEDURE QUALIFICATION RECORDS (PQR)AND WELDING PROCEDURE SPECIFICATIONS (WPS) PRIOR TO THE START OFWORK CONFIRM IDENTIFICATION MARKINGS OF WELD FILLER MATERIALS CONFORM TOAWS DESIGNATION LISTED IN THE WPSREVIEW MANUFACTURER'S CERTIFICATE OF COMPLIANCE OF WELD FILLERMATERIALSCOMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDSPLUG AND SLOT WELDSSINGLE PASS FILLET WELDS > 516" SINGLE PASS FILLET WELDS < 516"
CONFIRM IDENTIFICATION MARKINGS CONFORM TO ASTM STANDARDS SPECIFIEDIN THE APPROVED CONSTRUCTION DOCUMENTS WELDING OF REINFORCING STEELWELDING OF STAIRS AND RAILING SYSTEMSCONCRETE - CBC SECTION 1705.3REVIEW CERTIFIED MILL TEST REPORTS FOR REINFORCING STEELREINFORCING STEEL AND PLACEMENTANCHOR RODS AND ANCHOR BOLTS PRIOR TO CONCRETE PLACEMENTREBAR/ANCHORRODSGRADE AND SIZE OF REINFORCEMENT, BAR INSERTION LENGTH AND PLACEMENTOF SPLICESCOUPLER IDENTIFICATION AND POSITION OF COUPLERGRADE, SIZE AND THREAD QUALITY OF RODS, ROD INSERTION LENGTH ANDPLACEMENT OF SPLICES SPECIAL INSPECTOR: A QUALIFIED PERSON WHO SHALL DEMONSTRATE HIS COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF A PARTICULAR TYPE OF CONSTRUCTION OROPERATION REQUIRING SPECIAL INSPECTION.
PCXXXXXXXXXXXXXXX
X
CONCRETE - CBC SECTION 1705.3
SHOTCRETE(INSPECTIONSREQUIRED INADDITION TOTHOSE SPECIFIEDFOR CONCRETE)CONSTRUCTION OF PRECONSTRUCTION TEST PANELSCORES FROM PRECONSTRUCTION TEST PANELS FOR SAND STREAKS, VOIDS, ANDROCK POCKETSCONSTRUCTION OF PRODUCTION TEST PANELSSHOTCRETE PLACEMENT
VERIFY USE OF ENGINEER OF RECORD REVIEWED MIX DESIGN AND MATERIALCERTIFICATECONCRETE PLACEMENTCURING MATERIAL FOR CONFORMANCE WITH APPROVED CONTRACT DOCUMENTSAND PLACEMENTFORMWORK FOR SHAPE, LOCATION AND DIMENSIONSVERIFY CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORING AND FORMS FROMBEAMS AND ELEVATED SLABS
CONCRETEXXXXXXXXX
KEY: 'C'' = CONTINUOUS, 'P' = PERIODICCONSTRUCTIONTYPEREQUIRED TESTINGREMARKS STEEL - CBC SECTION 1705.2TESTINGKEY: 'C'' = CONTINUOUS, 'P' = PERIODICPERFORM CHEMICAL TESTING OF REINFORCING STEEL OTHER THAN ASTM A706 TOVERIFY WELDABILITYWELDING (SHOPAND FIELD)PERFORM ULTRASONIC TESTING OF BASE METAL THICKER THAN 1 1/2" WHERE THECONNECTED MATERIAL IS GREATER THAN 3/4" AND CONTAINS CJP GROOVE WELDSPERFORM ULTRASONIC TESTING OF CJP GROOVE WELDS IN MATERIALS 5/16"THICK OR GREATER CONCRETE - CBC SECTION 1705.3FABRICATE 4"x8" or 6"x12" CYLINDER TEST SPECIMENS FOR SAMPLING AND TESTINGPERFORM SLUMP TESTING AT THE TIME CONCRETE IS SAMPLEDPERFORM AIR CONTENT TESTING AT THE TIME CONCRETE IS SAMPLEDRECORD TEMPERATURE OF CONCRETE AT THE TIME CONCRETE IS SAMPLEDPERFORM CONCRETE COMPRESSION TESTINGFABRICATE DRYING SHRINKAGE SAMPLES (3 SAMPLES FOR EACH DAY OF POUR)FOR TESTINGPERFORM DRYING SHRINKAGE TESTING
CONCRETE
TEST CORES FROM SHOTCRETE PRODUCTION TEST PANELS (IN LIEU OFCONCRETE COMPRESSION TESTING)SHOTCRETEMISCELLANEOUSNONSHRINK/EXPANSIVEGROUTFABRICATE TESTING SAMPLESPERFORM COMPRESSION TESTINGPOST-INSTALLEDANCHORSTEST 10% OF ANCHORS WITH DESIGN TENSION LESS THAN 100 LBS.TEST ANCHOR TIGHTENING MAXIMUM TORQUE WITH CALIBRATED TORQUEWRENCH REACHING SPECIFIED TORQUE WITHIN A 1/4 TURN OF SEATING PERFORM ULTRASONIC TESTING OF CJP GROOVE WELDS IN MATERIALS 5/16"THICK OR GREATER. FOR ALL CJP WELDS FOR RISK CATEGORY III & IV AND ALLMEMBERS ASSOCIATED WITH SFRS. PERIODICALLY (10%) FOR RISK CATEGORY II.APPLIES ONLY TO BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELYAPPLIED TENSION LOADING.
CHECKX
XXXXXXXX
MISCELLANEOUS
ANCHOR/BAR INSTALLED HORIZONTALLY OR UPWARDLY INCLINED THAT RESISTSUSTAINED TENSION LOADS POST-INSTALLEDANCHORSANCHOR/BAR TYPE, DIAMETER, LENGTH AND CLEANLINESSADHESIVE PRODUCT NAME AND EXPIRATIONHOLE LOCATION, DIAMETER, DEPTH AND CLEANLINESSANCHOR/BAR EMBEDMENT, SPACING AND EDGE DISTANCESUBSTRATE TEMPERATURE AT TIME OF INSTALLATIONADHERENCE TO MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONSADHESIVE AND ANCHOR/BAR INSTALLATION PER ICC/IAPMO EVALUATION REPORTDRILL BIT COMPLIANCETIGHTENING TORQUE WITH CALIBRATED TORQUE WRENCH REACHINGSPECIFIED TORQUE WITHIN A 1/2 TURN OF SEATING (IMPORTANT: VERIFY WITHICC/IAPMO REPORT WHETHER MAXIMUM OR MINIMUM TORQUE) XXXXXXXXXSHEET OF 43
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RELEASED FOR PLAN CHECK
S.0323
STIRRUP
CLOSED TIE
CROSSTIE135° HOOK,
CROSSTIE135° HOOK TYP, UON
SIZE AND SPACING TO MATCHSTIRRUPS OR TIES UON.A.CROSSTIE NOTES:FOR JOISTS AND BEAMS: WHERE SLABOCCURS ON BOTH SIDES OF MEMBER,ALTERNATE PLACEMENT OF 135° HOOKAT EACH CONSECUTIVE CROSSTIE.WHERE SLAB OCCURS ON ONE SIDEONLY, PLACE THE 135° HOOK ON THESIDE WITHOUT SLAB.B. TYPFOR COLUMNS: PLACE CROSSTIE ASSHOWN ON COLUMN SCHEDULE.ALTERNATE PLACEMENT OF HOOKFOR EACH CONSECUTIVE CROSSTIE.C.MAIN REINFORCEMENT
STIRRUPS AND TIES
4 BAR DIA,2 1/2" MIN
BENDDIA
12 BARDIA16BENDDIA
BENDDIA 6 BAR DIA OR 2 1/2" MIN12 BAR DIA FOR #6, #7 #8FOR 180° HOOK,SEE MAIN REINF BAR SIZEBEND DIA#3 TO #86 BAR DIA#9 TO #118 BAR DIA#14 TO #1810 BAR DIA BAR SIZEBEND DIA#3 TO #54 BAR DIAOTHERSFOR MAINSAME ASREINF 6 BAR DIA3" MIN135°
1S1.1BAR HOOKS, BENDS, OFFSETS, STIRRUPS, AND TIESNO SCALE
CONSTRUCTION JOINT
CONTROL JOINT
CONC SLAB1" TO 1 1/2" DEEP SOFFCUTSAWCUT OR ZIP STRIP.
POUR. CENTER ON JOINT
SLAB SECTION. SEEFOUNDATION NOTES
TOOLED JOINTFIRST POURSECOND POURROD @ 4'-0" OC. GREASEFREE END BEFORE SECOND1/2" DIA x 2'-0" SMOOTH SLAB REINF. CUTSEE FOUNDATION NOTESEVERY OTHER BARACROSS JOINT 5S1.1SLAB JOINTS3/4" = 1'-0"
ELEMENTCLEAR COVER(INCHES)CONCRETE CAST AGAINST ANDPERMANENTLY EXPOSED TO EARTH3 CONCRETE EXPOSED TO EARTH OR WEATHER:#5 AND SMALLER#6 AND LARGER1122 CONCRETE NOT EXPOSED TO WEATHER ORIN CONTACT WITH GROUND:SLABS, WALLS & JOISTS:#11 AND SMALLER#14 AND #18BEAMS & COLUMNSPRIMARY REINFORCEMENT, TIES,STIRRUPS, & SPIRALSSHELLS & FOLDED PLATE MEMBERS#5 AND SMALLER#6 AND LARGER 341121121234 NOTES:1.CONTRACT DOCUMENTS.2.3.OF THE EQUIVALENT DIAMETER OF THE BUNDLE, THE SCHEDULE COVER,COVERS NOTED SHALL BE USED UNLESS NOTED OTHERWISE ON THECOVERS NOTED ARE FOR CAST-IN-PLACE, NON-PRESTRESSED MEMBERS.CLEAR COVER FOR BUNDLED BARS SHALL BE THE GREATER
CONCRETE COVER SCHEDULE
AND 2".4S1.1CONCRETE COVER SCHEDULENO SCALE
VERTICAL REINFORCING NOT SHOWNd = BAR DIAMETERNOTES:1.2.
REINFORCING IN CENTER
REINFORCING EACH FACE
SEE BAR HOOKS & BENDS DETAIL FOR HOOK DIMENSIONS.2S1.1FOOTING AND WALL INTERSECTIONS3/4" = 1'-0"
1.LENGTHS ARE FOR GRADE 60 REBAR, LAP SPLICE LOCATIONS MUST BE APPROVED BY THE ENGINEER. NOTES:2.4.5.6.
WWR 6x6 - W8 MAXLAPLENGTHWWR8" LAP SPLICE
7. 86"#1170"#1056"#948"#836"#724"#618"#516"#4#3BAR
112"90"72"56"50"42"30"24"18"f'c=3000 PSIf'c=4000 PSIf'c=5000 PSI 42"
SIZEOTHERBARLAP SPLICELDLH
76"60"48"40"30"24"16"16"
96"80"66"50"42"38"30"24"16"36"68"56"48"36"27"18"16"16"
86"72"60"48"40"36"24"18"16"30"
BOTBAR
LD = BAR DEVELOPMENT LENGTH, LH = HOOK MINIMUM EMBEDMENTSTAGGER LAP SPLICES OF ADJACENT BARS BY 30" MINIMUM.3.
OTHERBARBOTBAROTHERBARLAP SPLICELDLHBOTBAROTHERBARBOTBAROTHERBARLAP SPLICELDLHBOTBAROTHERBARBOTBAR
BAR LAP SPLICE, HOOK EMBEDMENT,
66"54"42"34"26"18"14"12"
86"70"56"44"38"32"24"18"14"30"60"46"38"30"22"16"12"12"
74"60"48"38"34"28"20"16"12"26"56"44"36"28"20"14"12"12"
66"54"46"36"30"26"18"14"12"24" 24"22"20"16"14"12"10"8"6" 22"20"18"16"14"12"10"8"6"
20"18"16"14"12"10"8"6"6"
WWR 12x12 - W8 MAX14" LAP SPLICE`OTHER BARS' MUST BE USED FOR HORIZONTAL BARS WHERE THERE IS 12" OR MORE OF FRESH CONCRETEBELOW THE BAR. WALL HORIZONTAL BARS ARE `OTHER BARS'. VERTICAL BARS ARE `BOT BARS'.WHEN TWO BARS OF DIFFERENT SIZES ARE SPLICED, USE THE GREATER OF THE LAP LENGTH FOR THESMALLER BAR AND LD OF THE LARGER BAR.INCREASE LENGTHS BY A FACTOR OF 1.3 FOR EPOXY COATED OTHER BARS, 1.5 FOR EPOXY COATEDBOTTOM BARS, 1.33 FOR GRADE 80 BARS, AND 1.33 FOR LIGHTWEIGHT CONCRETE.MINIMUM CENTER-TO-CENTER GR 60 BAR SPACING: 3" FOR #6 AND SMALLER, 5" FOR #7 AND LARGER.INCREASE LENGTHS BY A FACTOR OF 1.7 FOR SMALLER SPACING, BUT NO LESS THAN 1 1/2" CLEARDISTANCE FOR #8 AND SMALLER; AND 2 1/2" CLEAR DISTANCE FOR #9 AND LARGER. GR 80 MIN SPACING: 6".INCREASE LAP SPLICE OF INDIVIDUAL BARS WITHIN A 3 BAR BUNDLE BY A FACTOR OF 1.20 AND 1.33 FOR 4BAR BUNDLES. LAPS WITHIN A BUNDLE MUST NOT OVERLAP.
LAP SPLICE, HOOK, AND BAR DEVELOPMENT
3S1.1AND DEVELOPMENT LENGTHNO SCALE
BAR SPLICE WELD1/8"
1/8" SEE SCHED
BUTT WELD BAR SPLICE
60°
BUTT WELD BAR SPLICE
CHIP OR GRIND ROOT TOSOUND METAL BEFORE
1/8" DD/51/16"SEE SCHED
1/8"MAXWHERE USED TO SPLICE ABAR, THE WELD LENGTH ISREQUIRED AT EA BAR INTHE SPLICEBAR TO PLATE OR ANGLE 1/16"
45°1/8"BUTT WELD BAR TO PLATESTEEL PL
1/8"WELDING SECOND SIDE
#10#9#8#6#5#4#3BAR SIZE
6"6"6"5"4"3"3"3"MIN WELDWELD SCHEDULE
#7
LENGTH
A36 ANGLE WITH AREA TWICE THAT OFTHE BAR, WELD DIMENSIONS SIMILAR TOPLATE WELD SHOWN
1.WELD MUST BE WITH LOW HYDROGENNOTES:2.REINFORCING BARS TO BE WELDED MUST BEASTM A706. ELECTRODES E80XX FOR A706 REINFORCINGAND SHALL CONFORM TO AWS-D1.4. 45°
6S1.1REINFORCING BAR WELD DETAIL1'-0" = 1'-0"
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234TYPICAL DETAILS No.110/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S1.124 7S1.1DRILLED PIER DETAIL3/4" = 1'-0"3"
6" MAX PITCH#4 SPIRALS @#8SPIRALS24"Ø PIER#8 TOTAL 6
10'-0"
3" PITCH3 SPIRALS @
3"CLR
FACE OF EXISTAPPROXIMATE CONCRETESURFACE AFTER REMOVINGUNSOUND CONCRETE, ROUGHENTO 1/4" AMPLITUDECONCRETE SURFACE 1"
REMOVE 1" CLEAR AROUNDREINFORCING BAR WHEREMORE THAN 50% OF BARCIRCUMFERENCE SHOWSCORROSIONFINISH FILLER MATERIALTO MATCH EXISTCONCRETE FINISHINSTALL GALVANIC ANODES EQUALLY SPACED AROUND PERIMETER PER MANUFACTURER'S REPAIR SPALLED SURFACE AREA, PROVIDE 1 1/2" MINCLR COVER TO REINF BAR.
MATCH FACE OF REPAIRED SURFACE WITH FACE OF EXIST CONCRETE SURFACE, TYP NOTIFY THE ENGINEER BEFORE PATCHING IFCONCRETE COVER OVER REINFWILL BE LESS THAN 1 1/2"INSTRUCTIONS, SEE SCHEDULEFOR NUMBERSAWCUT EDGE OF PATCHPERIMETER TO 1/2" DEPTHEXIST REINF TO REMAIN. NOTIFYTHE ENGINEER IF MORE THAN 10%OF THE BAR SECTION IS LOST 1S1.2TYPICAL SPALL REPAIR DETAILNO SCALE
3S1.2LIMITS OF REPAIR
LIMITS OF REPAIR
AREA
AREASPALLED SURFACE
SPALLED SURFACE
APPROXIMATE CONCRETESURFACE AFTER REMOVINGUNSOUND CONCRETE,EXIST REINFROUGHEN TO 1/4" AMPLITUDEINSTALL GALVANIC ANODES AROUND PERIMETER PER MANUFACTURER'S INSTRUCTIONSTO REMAIN 3S1.2SECTIONNO SCALE
FACE OF EXISTCONCRETE SURFACE
MATCH FACE OF REPAIREDSURFACE WITH FACE OF
EXIST REDUCED COVER REINF
EXIST CONCRETE SURFACE, TYP
SO 1/2" MIN CLEAR COVER ISPROVIDED. NOTIFY THE ENGINEERREPAIR SPALLED SURFACEAREA, PROVIDE 1/2" MINCLR COVER TO REINF BAR
EXIST REINFTO REMAIN, TYP
LIMITS OF REPAIR SPALLEDSURFACE AREAAPPROXIMATE CONCRETESURFACE AFTERREMOVING SPALLEDCONCRETE, ROUGHENTO 1/4" AMPLITUDE 1'-0" MIN ALL SIDES OF
REMOVE CONCRETE TO ATTAIN 1" CLR AROUNDREINFORCING BAR
LIMITS OF REDUCEDREDUCED COVER REINFTO BE COVERED. ADJUST BAR SAWCUT EDGE OF PATCHPERIMETER TO 1/2" DEPTH
COVER REINF
FINISH FILLER MATERIALTO MATCH EXISTCONCRETE FINISH
IF MORE THAN 10% OF THE BARSECTION IS LOST
2S1.2REINFORCEMENT IS LESS THAN 0.5 INCHESNO SCALESPALL REPAIR WHERE CONCRETE COVER OVER LEGEND:INDICATES UNSOUND CONCRETE TO BE REMOVEDAND PATCHED CLEAN CONCRETE SURFACES AND EXISTING REINFORCING STEELBY ABRASIVE BLASTING BEFORE PLACING FILLER MATERIAL.
NOTE:EXACT LOCATION OF REPAIR WILL BE DETERMINED AND CONFIRMED BY THE ENGINEER PRIOR TO PERFORMING THE REPAIR WORK.CONCRETE REPAIR NOTES:1.EXISTING REINFORCEMENT SHALL BE PROTECTED IN PLACEDURING UNSOUND CONCRETE REMOVAL AND PATCHING OPERATIONS.2.IT IS RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY REINFORCEMENT DAMAGED DURING CONSTRUCTION AS DIRECTEDBY ENGINEER.3.THE SAWCUT DEPTH SHALL NOT EXCEED 1/2" OR THE CONCRETECOVER OVER THE STEEL REINFORCING BARS WHICHEVER IS LESS.4.REMOVE UNSOUND CONCRETE UNTIL SOUND, HARD CONCRETESUBSTRATE IS EXPOSED. ROUGHEN TO 1/2" AMPLITUDE ANDPATCH.5.APPROXIMATE DEPTH OF ROUGHENED CONCRETE SURFACEIS 3" DEPTH, MAY VARY.6.ALL WORK MUST NOT IMPACT RAIL OPERATIONS AND MUST BEPERFORMED OUTSIDE RAILROAD RIGHT-OF-WAY. ALL WORK MUST7.BE PERFORMED IN CITY RIGHT-OF-WAY. 5/16 5/16
NUMBER OF
7 @ 3" OC
2 @ 3" OC6 @ 3" OC3 @ 3" OC4 @ 3" OC5 @ 3" OCBOLTS
W27W24W18, W21C18, W16C8-C12, W8-W10C13-C15, W12-W14BEAM SIZESHEAR PTHICKNESS 3/4" DIA A325W308 @ 3" OC
BOLTS ATBOLTS AT OTHERLOCATIONS, UON
3/4" DIA A3253/4" DIA A3253/4" DIA A3253/4" DIA A3253/4" DIA A325 3/4" DIA A325
NOTES:
GIRDER5/16
3", UON
COPE TOP FLANGEBEAM3" OCHSB @
GIRDERSHEAR PLATE5/165/16
FLOOR LEVELS
SEE BOLTEDPLATE CONNPER AISCSPECIFICATIONS TABLE J3.4BEAM 3/4" DIA A3259 @ 3" OCW36
WELDED PLATE CONNECTIONBOLTED PLATE CONNECTION
AT FULL DEPTH PLATE2 SIDES, TYP. 3 SIDES
3/4" DIA A3253/4" DIA A3253/4" DIA A3253/4" DIA A3253/4" DIA A3253/4" DIA A325 3/4" DIA A3253/4" DIA A325
3/4"
2x BOLT DIAMETER, MINCOPE BOTTOM FLANGE
1" MAX3/4" MAX3 1/2"MAXtf
tf"k" BEAM PER AISC SPECIFICATIONOR tf + 1/2" MAX, WHICHEVER ISGREATER1" MAXMAX5/16
1. COPE BOTTOM FLANGE
BOLTED AND WELDED CONNECTIONSMAY BE INTERCHANGED.
2 SIDES, TYP3 SIDES ATFULL DEPTHFULL DEPTH SHEAR PLATEFULL DEPTH SHEAR PLATEPER AISC SPECIFICATIONSTABLE J3.4 3/8"3/8"3/8"3/8"3/8"3/8"3/8"3/8"
PLATE"k" BEAM PER AISCSPECIFICATION OR tf + 1/2"MAX, WHICHEVER IS GREATER3 SIDES 5S1.2SINGLE PLATE CONNECTION1" = 1'-0"
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234TYPICAL DETAILS No. 210/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S1.225
4S1.2SPALL REPAIR NOTESNO SCALE
PUMP STATION FOUNDATION PLAN1/8" = 1'-0"
18'-0"±18'-0"±18'-0"±18'-0"±
16'-8"±36'-8"±8'-8"±
109876
B
A
LAGOON SIDE
1S3.0
2S3.0TYP
2'-0" MAX AND VARIESCONC INFILL
17'-10"±
8'-0"
EQEQEQ
12" CONC DIVIDERWALL, SEE CIVILDWGS, TYP(E) 14"± CONCWALL, TYP(E) TIMBERPILE, TYPFACE OF (E) WALLCL DIVIDER WALLFACE OF (E) WETWELL SLAB TYP
ALL CONTRACTORS WILL BE RESPONSIBLE FOR THE VERIFICATION OF LOCATIONS OF ALL2.EXISTING UTILITIES IN THE FIELD. ALL CONTRACTOR'S SHALL CALL U.S.A., (CA. 1-800-227-2600)48 HOURS BEFORE DIGGING. EXCAVATION FOR UNDERGROUND FACILITIES SHALL NOT BEPERMITTED PRIOR TO UNDERGROUND SERVICE ALERT'S IDENTIFICATION OF EXISTING UTILITIES.
FOUNDATION NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SIZES, CONDITIONS, MEMBER ELEVATIONS INDICATES NEW CONCRETE DIVIDER WALL ABOVE.INDICATES (E) CONCRETE WALL ABOVE.INDICATES EXISTING TIMBER PILE.5.6.7.±INDICATES AN APPROXIMATE DIMENSION OR ELEVATION. THE CONTRACTORIS TO VERIFY INFORMATION AS REQUIRED TO COMPLETE CONSTRUCTION.8.9.
4.CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN WITH CIVIL DRAWING AND3.INFORM BOTH CIVIL AND STRUCTURAL ENGINEER OF ANY CONFLICTING INFORMATION.
INDICATES (E) FOOTING.
THE SIZE & LOCATION OF ALL FOOTING AND SLAB PENETRATIONS SHALL BE SUBMITTED TO THEENGINEER FOR REVIEW PRIOR TO INSTALLATION.
AND DIMENSIONS BEFORE BEGINNING CONSTRUCTION AND/OR ORDERING MATERIALS. ANYCONDITION ENCOUNTERED IN THE FIELD THAT CONFLICT WITH THESE PLANS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234PUMP STATION FOUNDATION PLAN10/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S2.026
PUMP STATION FLOOR PLAN1/8" = 1'-0"
12'-0"±18'-0"±18'-0"±18'-0"±18'-0"±12'-0"±
16'-8"±36'-8"±9'-8"±5'-10"
12" SHOTCRETEOVERLAY, TYP
(E) 24"x14"± CONCRETEPILASTER, TYP(E) 12"± WALL BELOWTYP, UON (E) PUMP, RAGD,& ENGINE, 2 TOTAL,SEE CIVIL DWGS
REPLACE (E) CONCRETE STAIRCASE,EA SIDE OF WALKWAY12" CONCRETEWALKWAY DIESEL ENGINE,2 TOTAL, SEECIVIL DWGS
INSTALL (N) HINGEDTRASH RACK, SEECIVIL DWGS
SLIDE GATES,
REPLACE (E) CONCRETEWALKWAY
1S3.3
3S3.0 111098765
B
A
4S3.0
SEE CIVIL DWGS
(E) 8"± CONCRETEWALL BELOW
(E) 8"± CONCRETEWALL BELOW
9" CONCRETE SLAB
LAGOON SIDE
OUTFALL CHANNEL
(E) 14"± CONCRETEWALL BELOW(E) 14"± CONCRETEWALL BELOW(E) 14"± CONCRETEWALL BELOW 4321
SEE CIVIL DWGS
(E) OPENING WITH GRATINGREPLACEMENT, SEE8" SHOTCRETEINFILL 8" SHOTCRETEINFILL
8" SHOTCRETEINFILL, TYP
5S3.0
4S3.1
2S3.1
1S3.13S4.1
3S4.1 3S3.3
3S3.3
OH
GRADE BEAMBELOW4S3.23S3.2
2S4.2 B
A
1S3.1SIM
8'-6"8'-6"
3S3.1
5S3.1
SLOPE
VALLEY
SLOPE
VALLEY 1'-2"TYPTYPTYP @BEAM
TYPTYP @(E) WALL1'-2"±TYP
TYPTYP
REPLACE (E) STAIRCASE,SEE CIVIL DRAWINGS
ADDITIONAL TOP#5 @ 12" OC, TYP
4S3.23S3.2
REPLACE (E) STAIRCASE,SEE CIVIL DRAWINGS
ADDITIONAL 2-#6TOP & BOTTOM
DRILLED PIER AT STAIRSEE7S1.1
CIVIL DRAWINGSEA SIDE ATOVERHANG
STRINGER SUPPORT,
2.FLOOR NOTES:1.
INDICATES NEW CONCRETE/SHOTCRETE WALL.INDICATES (E) CONCRETE WALL ABOVE.INDICATES NEW CONCRETE WALL OR BEAM BELOW5.7.8.±INDICATES AN APPROXIMATE DIMENSION OR ELEVATION. THE CONTRACTORIS TO VERIFY INFORMATION AS REQUIRED TO COMPLETE CONSTRUCTION.9.
ALL CONTRACTORS WILL BE RESPONSIBLE FOR THE VERIFICATION OF LOCATIONS OF ALL4.EXISTING UTILITIES IN THE FIELD. ALL CONTRACTOR'S SHALL CALL U.S.A., (CA. 1-800-227-2600) 48 HOURS BEFORE DIGGING. EXCAVATION FOR UNDERGROUND FACILITIES SHALL NOT BEPERMITTED PRIOR TO UNDERGROUND SERVICE ALERT'S IDENTIFICATION OF EXISTING UTILITIES.3.CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN WITH CIVIL DRAWINGS ANDINFORM BOTH CIVIL AND STRUCTURAL ENGINEER OF ANY CONFLICTING INFORMATION.THE SIZE & LOCATION OF ALL SLAB PENETRATIONS SHALL BE SUBMITTED TO THE ENGINEERFOR REVIEW PRIOR TO INSTALLATION.INDICATES (E) CONCRETE WALL BELOW.6.10.INDICATES NEW UNITS. SEE CIVIL DRAWINGS FOR LOCATION AND ANCHORAGEREQUIREMENTS.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SIZES, CONDITIONS, MEMBER ELEVATIONSAND DIMENSIONS BEFORE BEGINNING CONSTRUCTION AND/OR ORDERING MATERIALS. ANYCONDITION ENCOUNTERED IN THE FIELD THAT CONFLICT WITH THESE PLANS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234PUMP STATION FLOOR PLANS10/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S2.127
HIGH ROOF PLAN1/8" = 1'-0"
9'-8"±36'-8"±9'-8"±
9'-0"±12'-0"±18'-0"±18'-0"±18'-0"±18'-0"±12'-0"±9'-0"±
(E) 26"±x14"± CONCRETEBEAM, TYP
(E) 26"±x14"± CONCRETEBEAM, TYP(E) 6"± CONCRETE SLAB
MC10x22
11'x11' ROOFOPENING, 4 TOTAL,
111098765
B
A
2S3.2
SEE CIVIL DWGS FORSIZE AND LOCATION
(E) 24"x14"± CONCRETEPILASTER, TYP
12" SHOTCRETEOVERLAY, TYP
1S3.2
MC10x22MC10x22MC10x22
MC10x22MC10x22MC10x22MC10x22
MC10x22
MC10x22MC10x22
MC10x22
MC10x22
MC10x22
MC10x22
MC10x22
EDGE OFSLAB, TYP
8" INFILLAND 12"OVERLAY4S3.3TYP
TYP
LOW ROOF PLAN1/8" = 1'-0"
4321 5
9'-8"±36'-8"±9'-8"±B
A12'-1"±12'-6"±
21'-0"±14'-0"±14'-0"±14'-0"±8'-0"±
(E) 26"±x14"± CONCRETEBEAM, TYP
EDGE OFSLAB, TYPEDGE OFSLAB, TYP
(E) 6"± CONCRETE SLAB(E) 26"±x14"± CONCRETEBEAM, TYP(E) 24"x14"± CONCRETEPILASTER, TYP3S4.1 3S4.1SHOTCRETE INFILLBELOW, TYP
1.ROOF NOTES:
4.6.±INDICATES AN APPROXIMATE DIMENSION OR ELEVATION. THE CONTRACTORIS TO VERIFY INFORMATION AS REQUIRED TO COMPLETE CONSTRUCTION.3.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN WITH CIVIL DRAWINGSAND INFORM BOTH CIVIL AND STRUCTURAL ENGINEER OF ANY CONFLICTING INFORMATION.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SIZES, CONDITIONS, MEMBER ELEVATIONS AND2.DIMENSIONS BEFORE BEGINNING CONSTRUCTION AND/OR ORDERING MATERIALS. ANY CONDITIONENCOUNTERED IN THE FIELD THAT CONFLICT WITH THESE PLANS SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER IMMEDIATELY.THE SIZE & LOCATION OF ALL SLAB PENETRATIONS SHALL BE SUBMITTED TO THE ENGINEERFOR REVIEW PRIOR TO INSTALLATION.INDICATES (E) CONCRETE WALL/BEAM BELOW7.INDICATES NEW ROOF OPENING. SEE CIVIL DRAWINGS FOR LOCATION ANDLAYOUT.5.INDICATES NEW CONCRETE/SHOTCRETE WALL BELOW SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234PUMP STATION ROOF PLAN10/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S2.228
1S3.0SECTION3/4" = 1'-0"(E) FDN SLAB
5" #5 @ 12" OCEW, EF2" CLRTYP
#5 @ 12" OC
REMOVE (E) CONC,(E) REINF TO REMAIN
2'-0"
2'-0"
#5 DOWELS, DRILL & EPOXY IN5" DEEP HOLE @ 4'-0" OC EW
2S3.0SECTION3/4" = 1'-0"
#5 EPOXY DOWELS x 3'-0"W/ 6" EMBED @ 12" OCCENTERED IN WALL #5 @ 12" OCEW, EF
(E) FDN SLAB
1'-0"
3" CLRTYP
3S3.0SECTION1 1/2" = 1'-0"
9"
9"± (E) REINF NOT SHOWN
1'-0"
9'-8"±
(E) CONCRETE1'-0"±
(E) CONCRETE WALL
CONCRETE WALKWAY
SLAB
2'-0"±NOTCH FOR GRATING(E) WINDOW
1 1/2" ALUMINUM GRATING.SEE CIVIL DRAWINGSFOR NEW GRATINGSLAB BEYOND1'-0" 1 1/2"CLR
3" CLRTYP
LAP, TYP
#5 @ 9" OC
#5 @ 12" OCTOP & BOTTOM
#5 @ 12" OC
MATCH (E) WALKWAY WIDTH2 1/2"CLR
CONCRETE SLOPETO MATCH (E)
3/4" CHAMFER
VIF AND MATCH (E)BEYOND
3-#5 TOP &BOTTOMADDITIONAL BARSPER PLANTYP
TYP
#5 @ 6" OC
METAL RAILING,SEE CIVIL DRAWINGS
4S3.0SECTION1 1/2" = 1'-0"
9"± (E) REINF NOT SHOWN
9'-8"±2'-0"±
3'-6"±(E) CONCRETE SLAB
DETAILS NOT NOTEDSEE FOR3S3.0MATCH (E) WALKWAY WIDTH 9"1'-0"
#4 @ 10" OCTYP LAP2-#5
#5 DOWEL DRILLED& EPOXIED IN 4" DEEPHOLE, 4 TOTAL
2" CLR,TYP OPTIONAL CONSTJOINT
2'-2"
(E) CONC COLUMN
(E) 3-#9± TO REMAIN.VIF AND CONFIRM REINFIS NOT DAMAGED.SEE NOTE 2 1/4"±
#4
2-#5#5 DOWEL BEYOND
(E) 3-#9±
5S3.0SECTION3/4" = 1'-0"
MATCH LAPPED REINFSIZE & SPACING DRILLED& EPOXIED 4" DEEP HOLECONC WALKWAY,SEE FOR REINFGRATING NOTCHBEYOND AS OCCURSTYP LAP (E) 8"± CONC WALL3S3.0
DETAILS NOTSEE FOR3S3.0NOTED
ADDITIONAL BARSPER PLAN
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234STRUCTURAL DETAILS No. 110/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S3.029
NOTE:IF THE (E) 3-#9 REINFORCEMENT HAS GREATER THAN 10% SECTION LOSS ORCANNOT BE VERIFIED IN FIELD, PROVIDE CONTINUOUS 3-#9 REINFORCEMENT.1. ROTARY DRILL 3 HOLES THROUGH (E) CONCRETE COLUMN.2. INSTALL #9 REINFORCEMENT THROUGH (E) CONCRETE COLUMN.3. PROVIDE 1/2"x3"x3" PLATE AND NUT ON THE INSIDE FACE OF (E) COLUMN.4. EPOXY ANNULAR SPACE BETWEEN DRILLED HOLE AND REINFORCEMENT. 2S3.1SECTION3/4" = 1'-0"
1'-0"
9'-0"
TRASH RACK,SEE CIVIL DWGS
6"
(E) 12"± CONCWALL
VERIFY IN FIELDIF (E) CONC ISSPALLED. IFSPALLED, USEALTERNATE (E) #4 @ 12"± OCEA WAY, EA FACE#5 @ 12" OC x 3'-0", DRILL & EPOXIEDIN 4" DEEP HOLE 1 1/2"2 1/2"CLRCLR
#5 @ 6" OC
ALTERNATE CORNER DETAIL
#5 @ 12" OC
3/4" CHAMFERDO NOT DAMAGE(E) HOOKEDREINFORCEMENTCORNER DETAILVERIFY LESS THAN10% SECTION LOSS OF(E) REINFORCEMENT#5 @ 9" OC#5 @ 12" OC, TOP & BOTTOM
CONC SLOPETO MATCH (E)
1S3.1SECTION3/4" = 1'-0"
MATCH LAPPED REINFSIZE & SPACING DRILLED& EPOXIED 4" DEEP HOLE
TYP LAP
(E) 8"± CONC WALLDETAILS NOTSEE FOR3S3.0NOTED5 (E) 12"± CONC WALL
1'-0"1'-0"
SEE PLAN#5 @ 6" OC
1 1/2"CLR2 1/2"CLR
#5 @ 6" OC#5 @ 9" OC#5 @ 12" OC
5S3.1SECTION3/4" = 1'-0"
FACE OF (E) 12"±CONC WALLFACE OF (E) COLUMN
A2'-0"±SEE PLAN16'-8"± VIF
EXTENTS OF REPLACEDCONC WALKWAY, SEE2S3.1
FACE OF NEW CONCWALL BEYOND#5 DOWEL @ 12" OC,DRILL & EPOXIED IN 6" DEEPHOLE, CENTERED IN (E) WALL3'-0"
GRATING WALKWAY,SEE CIVIL DRAWINGS
(E) CONC WALLW/ #5 @ 15"± OCHORIZONTAL & #5@ 5"± VERTICAL EF SEE &FOR DETAILS NOT NOTED.NOTED4S3.1
DETAILS NOTSEE FOR2S3.1NOTED
6"3"3S3.1GALVANIZED L6x4. BEYOND
4S3.1SECTION3/4" = 1'-0"
SEE PLANEXTENTS OF REPLACEDCONC WALKWAY, SEE2S3.1SLAB EDGE PROFILEGRATING WALKWAY,SEE CIVIL DRAWINGS CONCRETE DIVIDERSEE FORDETAILS NOT NOTED.3S3.1 BEYOND1'-0" 3" #5x6'-0" @ 12" OCOPTIONAL CJ6"3" 3"GALVANIZED L6x4
WALL, SEE FORWALL DETAILS NOTNOTED2S3.0
3S3.1SECTION1 1/2" = 1'-0"
CONCRETE DIVIDER WALLSEE FOR WALL4"MINGALVANIZED L6x4x5/16CONTINUOUS ALONGDIVIDER WALL EA SIDE 3/4"Ø GALVANIZED THREADEDBOLT @ 12" OC CENTERED ONLONG LEG OF L6x4 ROTARY GRATING WALKWAY.SEE CIVIL DWGSSEE PLAN
DRILLED & EPOXIED IN 4" DEEPHOLE, TYP.
DETAILS NOT NOTED2S3.0
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234STRUCTURAL DETAILS No. 210/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S3.130
1S3.2SECTION3/4" = 1'-0"
(E) CONCRETEROOF SLABROOF HATCH,
MCx PER PLANSEE CIVIL DWGS
3"
6"FACE OF CURB =FACE OF (E) ROOF SLAB#4 CONT6" CONCRETE CURB ATPERIMETER OF OPENING#4x0'-7" @ 12" OC EPOXYDOWEL CENTERED ONCURB W/ 3" EMBED 1/2" DIA EXPANSION ANCHOR@ 1'-6" OC W/ 2 3/4" EMBEDAND 1/4" BEVELED PL WASHER 2S3.2SECTION3/4" = 1'-0"
(E) CONCRETEROOF SLAB
MCx PER PLAN1'-2"±2'-2"±PL 3/4"x11"x1'-0" W/(E) CONCRETE BEAM4-3/4" DIA EPOXYANCHORS W/ 8"EMBED 5/163 SIDES
2"TYP
4"6"2"
3S3.2SECTION3/4" = 1'-0"
2'-0"±
(E) CONC SLABAND BEAM, TYP3'-0"±
9"±9"±
OPENING, SEE CIVILDWGS FOR DIMENSIONS2-#7 TOP &BOT, TYP #4 @ 12" OC,TYP 3 ROWS OF#4 EPOXYDOWEL @ 12" OCW/ 6" EMBED, TYP1 1/2" CLRTYP4S3.2SECTION3/4" = 1'-0" (E) CONC SLABAND BEAM, TYPOPENING, SEE CIVILDWGS FOR DIMENSIONS 1'-0"±
9"±2" CLRTYP2-ROWS OF #4EPOXY DOWELS@ 12" OC W/6" EMBED2-#4, TYP SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234STRUCTURAL DETAILS No. 310/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S3.231
1S3.3SECTION3/4" = 1'-0"
CONCRETE
1'-0"±
(E) CONCRETE SLAB
8"±
#5 HORIZ REINF,SEE WALL ELEVATION#4 @ 3'-0" OCEA WAY, EPOXYDOWELS W/ 4" EMBED (E) REINF NOT SHOWN(E) CONCRETE WALL
OVERLAY3'-0"
2'-0"
OPTIONAL CONST JTAPPROX FG3-#8 TOPAND BOT 4-#5
4 ROWS OF #5EPOXY DOWELS@ 12" OC W/6" EMBED3" CLRTYP
#5 VERT REINF,SEE WALL ELEVATION
#5 @ 12" OC
2S3.3SECTION3/4" = 1'-0"8"±
SEE WALL ELEVATION#5 EPOXY DOWEL,12" SHOTCRETEDOWELS W/ 4" EMBEDEA WAY, EPOXY#4 @ 3'-0" OC(E) CONCRETE WALL
ROOF SLAB(E) CONCRETE
SLOPE TO DRAIN31 OVERLAY
HORIZ BAR EACH FACE W/135° HOOK EACH END.SEE WALL ELEVATION FOR SIZE AND SPACING #412"VERT BARS. SEEWALL ELEVATION FORSIZE AND SPACING6"2"CLR 2" CLRTYP
3S3.3TYPICAL CONCRETE OVERLAY3/4" = 1'-0"
BOUNDARY REINF,SEE WALL ELEVATIONEND OF (E) WALLAT SIM
#4 EPOXY DOWELS,SEE WALL ELEVATION
4S3.3SECTION3/4" = 1'-0"1'-8"±
#5 @ 12" OCINSIDE FACE #5 @ 12" OC,
BOTTOM OF(E) LOUVER TOBE REMOVEDALTERNATE HOOKS
DETAILS NOTSEE FOR2S3.3NOTED#5, SEE WALLELEVATION 5S3.3SECTION3/4" = 1'-0"
AND INFILLSHOTCRETE OVERLAYDETAILS NOT NOTEDSEE FOR4S3.3(E) CONC WALL WALL REINF,SEE ELEVATION#5
2"CLR#5x3'-0" EPOXY DOWELS@ 12" OC W/ 6" EMBEDCENTERED ON (E) WALL#5 SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234STRUCTURAL DETAILS No. 410/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S3.332
EL 131.83'±
APPROX FG, SEE
(E) CONCRETE PILASTER
CONCRETE OVERLAY
(E) CONCRETEROOF BEAM
(E) DOOR
9'-8"±36'-8"±9'-8"±
(E) ROLL-UP
(E) LOUVER
DOOR CONCRETEWALKWAY
(E) CONCRETEBEAM
(E) CONCRETEROOF SLAB
1S4.0WALL ELEVATION LINE 113/8" = 1'-0"
(E) CONC WALLBELOW
CIVIL DRAWINGS
8" INFILL AND12" OVERLAY
NOT ALL REINFORCEMENT SHOWN.
3S3.33S3.33S3.33S3.3
4S3.32S3.3
#4 TIES, @ 6" OC
#5 @ 12" OC HORIZ,
NOTE:
EACH FACE, TYP
#5 @ 12" OC VERT,EACH FACE, TYP
FULL HEIGHT OFWALL, TYP
5S3.3
#4x2'-6" EPOXY DOWELS@ 18" OC VERT W/ 6" EMBEDTO (E) PILASTER, TYP #5 TRIMBAR EA FACE
2-#6 EA FACE ATBOUNDARY, TYP
#5x3'-6" EPOXYDOWELS @ 6" OCVERT W/ 6" EMBEDTO (E) BEAM, TYP OHSIMSIMOH 1S3.3
TYP #5 STIRRUPS
BA
#5
#8
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234WALL ELEVATION No. 110/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S4.033
1S4.1PARTIAL WALL ELEVATION LINE A3/8" = 1'-0"
1 2 3 4
(E) OPENINGTO REMAIN,TYP
8" SHOTCRETEINFILL
3S4.1
2'-0" LAP, TYP
#4 @ 8" OC VERT#4 EPOXY DOWELSTOP AND BOTT@ 8" OC W/ 8"EMBED #4 @ 8" OC HORIZCENTERED ONWALL, DRILL ANDEPOXY IN 8" HOLE 2S4.1PARTIAL WALL ELEVATION LINE B3/8" = 1'-0"
(E) OPENINGTO REMAIN,TYP
8" SHOTCRETEINFILL
4 3 2 13S4.1
2'-0" LAP, TYP
#4 @ 8" OC VERT#4 EPOXY DOWELSTOP AND BOTT@ 8" OC W/ 8"EMBED #4 @ 8" OC HORIZCENTERED ONWALL, DRILL ANDEPOXY IN 8" HOLE 3S4.1SECTION3/4" = 1'-0"
(E) CONC ROOFSLAB AND BEAMBA
(E) CONC FLOORSLAB
8" SHOTCRETEINFILL PER PLAN #4 VERT #5 HORIZ EPOXYDOWELS CENTEREDON WALL #4 EPOXY DOWELSTOP AND BOTSTD LAP, TYP
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234WALL ELEVATION No. 210/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S4.134
1S4.2WALL ELEVATION LINE 13/8" = 1'-0"
B A
(E) OPENINGTO REMAIN,TYP
8" SHOTCRETEINFILL, TYP
2'-0" LAP, 2S4.2TYP#4 @ 8" VERTEPOXY DOWELSW/ 8" EMBED
#4 @ 8" OC HORIZEPOXY DOWELSW/ 8" EMBED2S4.2SECTION3/4" = 1'-0" (E) CONC FLOORSLAB
#5 HORIZ EPOXYDOWELS CENTEREDON WALL#4 VERT EPOXYDOWELS
REMOVE AND REPLACE(E) WINDOW, SEECIVIL DWGS
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234WALL ELEVATION No. 310/10/2025AS SHOWNGJTREMTLS
RELEASED FOR PLAN CHECK
S4.235
**
NEMA XXXXXXXXXZXXXZXXX
NOTES:1.THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS MAY NOT APPEARWITHIN THE DRAWING SET FOR THIS PROJECT.2.DETAILS REPRESENT TYPICAL INSTALLATION REQUIREMENTS TO BE USEDON THIS PROJECT FOR THE CONDITION SHOWN. DETAILS ARE NOTSPECIFICALLY CALLED OUT AT EVERY APPLICATION POINT FOR CLARITYAND SIMPLICITY. THE INDICATED DETAIL REQUIREMENTS SHALL APPLY FORALL APPLICABLE LOCATIONS.3.PLANS DO NOT SHOW ROUTES OR SIZING OF RACEWAYS ANDCONDUCTORS FOR RECEPTACLES, LIGHTING FIXTURES, LIGHTINGSWITCHES, OR OTHER LOADS. PROVIDE RACEWAYS AND CONDUCTORS ASREQUIRED PER THE DEVICE LOCATION, SWITCH DESIGNATION,PANEL/CIRCUIT NUMBER, AND PROTECTIVE DEVICE RATING SHOWN ONTHE DRAWINGS. HOMERUNS SHOWN CONCEALED OR EXPOSED SHALL BEINDICATIVE OF THE ENTIRE CIRCUIT INSTALLATION.4.IF NOT SHOWN, PROVIDE MINIMUM CONDUIT AND WIRE CIRCUIT RUNCONSISTING OF 3/4" CONDUIT WITH 2#12, 1#12 GROUND.5.WHERE LUMINAIRE MOUNTING HEIGHTS ARE SHOWN ON THE DRAWINGS,HEIGHTS SHALL BE AS MEASURED TO BOTTOM OF THE SOURCE OFILLUMINATION.
COMBINATION MOTOR CIRCUIT PROTECTOR ANDMAGNETIC MOTOR STARTER, FULL VOLTAGENON-REVERSING UNLESS OTHERWISE NOTED:*FVR FULL VOLTAGE REVERSING2S2W TWO SPEED, TWO WINDINGRVAT REDUCED VOLTAGE, AUTO TRANSFORMER#NUMERAL INDICATES NEMA SIZENON-FUSIBLE DISCONNECT SWITCH, 600 VOLT, 3 POLE*AMPERE RATING NOTED IF OTHER THAN 30AFUSIBLE DISCONNECT SWITCH, 600 VOLT, 3 POLE,AMPERE RATING AND FUSE SIZE AS NOTED*AMPERE RATING NOTED IF OTHER THAN 30A#FUSE RATING EXAMPLE 15
ONE LINE ORCONTROL DIAGRAMPLANDESCRIPTION
MANUAL MOTOR STARTER WITH THERMALOVERLOAD HEATER"P" INDICATES WITH PILOT LIGHT"2" INDICATES TWO POLEPOWER TRANSFORMER,*RATINGS AND CONNECTIONS AS SHOWN ON THESINGLE LINE DIAGRAMEMERGENCY LIGHTING FIXTURE.NOTATIONS SAME AS ABOVE (NO SWITCHING REQUIRED) EXPOSED CONDUIT (SEE NOTE 4)
CONDUIT STUBBED OUT AND CAPPED
CONCEALED CONDUIT (SEE NOTE 4)HOMERUN TO PANEL AND CIRCUIT SHOWN WITH TICK MARK INDICATESNUMBER OF CONDUCTORS:SHORT TICK = HOTLONG TICK = NEUTRALLONG TICK WITH "G"= GROUNDEXAMPLE SHOWN: CIRCUITS 1 AND 3 TO PANEL LP-1 (HOT, HOT, NEUTRAL,AND GROUND). (SEE NOTE 3)FLEXIBLE METAL CONDUIT "WHIP" FOR RECESSED LIGHTING FIXTURES ANDLIQUID TIGHT MOTOR CONNECTIONS (SEE NOTE 4) UNDERGROUND DUCT BANK, CONCRETEENCASED UNLESS OTHERWISE NOTED. CONDUITARRAY SHOWN IN SECTION 1 ON SHEET E-10.
UNDERGROUND STRUCTURE (MANHOLE OR HANDHOLE)*STRUCTURE TYPE (MH OR HH)XXXID NUMBER PER PLANS, SCHEDULE, OR AS SPECIFIEDORTELEPHONE DEMARCATION (CABINET OR BACKBOARD)TD LIGHTING PANELBOARD (120, 208, 240V)
DUPLEX RECEPTACLE, 20A, 120V, 2P, 3W, NUMBER INDICATES CIRCUIT *GFGROUND FAULT INTERRUPTER TYPEWPWEATHERPROOFTTRANSIENT VOLTAGE SURGE SUPPRESSOR N/AN/A
UNINTERRUPTIBLE POWER SUPPLYCONDUIT, CIRCUIT, OR EQUIPMENT TO BE DEMOLISHED FIELD INSTRUMENT, TAG NO. AS INDICATED*INSTRUMENT TYPE DEFINED ON P&ID SHEETS,CONTROL DIAGRAMS, AND DIVISION 13##LOOP NO.
TIME DELAY RELAY, NUMBER AS INDICATEDRANGE AS NOTEDSETPOINT AS NOTEDNOTC-NORMALLY OPEN, TIMED CLOSINGWHEN ENERGIZED (ON DELAY)NCTO-NORMALLY CLOSED, TIMED OPENINGWHEN ENERGIZED (ON DELAY)NOTO-NORMALLY OPEN, TIMED OPENINGWHEN DE-ENERGIZED (OFF DELAY)NCTC-NORMALLY CLOSED, TIMED CLOSINGWHEN DE-ENERGIZED (OFF DELAY)
N/AN/AN/AN/AN/AN/A
CONDUIT ID:Z = CONDUIT TYPE (AS NOTED OR SCHEDULED)XXX= NUMBER PER SCHEDULE (NOTE 3)CONTROL STATION, TAG NO. AS INDICATED*DEVICE TYPE DEFINED ON P&ID SHEETS ORCONTROL DIAGRAMS##LOOP NO.N/A N/A
EQUIPMENT IDENTIFIER AS DEFINED BY THE PROCESS
N/AN/AN/AN/A EXIT SIGN. ARROW INDICATES DIRECTION OF EGRESS
SPECIAL SYSTEM JACK, TELEPHONE / DATAJUNCTION BOXPULL BOXTERMINAL BOX ARRESTOR, TYPE AS INDICATED*LA = LIGHTNING SURGE ARRESTORSA = SURGE ARRESTORGROUND OR GROUND RODFUSE, AMPERE RATING AS NOTEDSTRIP HEATER OR HEATING ELEMENTCONTACT, NORMALLY OPEN (NO)CONTACT, NORMALLY CLOSED (NC)
MOTOR OPERATED VALVEPUSHBUTTON, MOMENTARY CONTACT, SPRING RETURN,NORMALLY CLOSEDPUSHBUTTON, MOMENTARY CONTACT, SPRING RETURN,NORMALLY OPENEMERGENCY STOP PUSHBUTTON WITH REDMUSHROOM HEAD OPERATOR (MAINTAINED CONTACT)SELECTOR SWITCHAON LOCALBOFF REMOTE
MOTOR STARTER COIL, NUMBER AS INDICATEDCONTROL RELAY COIL, NUMBER AS INDICATED 3 POSITION SELECTOR SWITCH, MAINTAINED CONTACTO-OPEN X-CLOSEDPOSITIONTOPCONTACTMIDDLECONTACTBOTTOMCONTACTABCX00NAMEPLATE (A/B/C)*HOA- HAND/OFF/AUTOHOR - HAND/OFF/REMOTELOR- LOCAL/OFF/REMOTEOSC- OPEN/STOP/CLOSE0X000X
ONE LINE ORCONTROL DIAGRAMPLANDESCRIPTIONPLANDESCRIPTION
SOLENOID VALVE
TERMINAL LUG, TERMINATION POINT, ORGROUNDING BOND POINT
GENERATOR, RATINGS AND CONNECTIONS AS NOTED
SOLID STATE MOTOR CONTROL*D.C.= D.C. DRIVE CONTROLLERSCR= SILICON CONTROLLED RECTIFIERVFD= VARIABLE FREQUENCY DRIVERVSS= REDUCED VOLTAGE SOLID STATE
MOTOR, NUMERAL INDICATES HORSEPOWER
SURGE PROTECTION DEVICEN/A
SPECIALTY POWER RECEPTACLE, FUNCTION AS NOTED/
LOW VOLTAGE AIR OR MOLDED CASECIRCUIT BREAKER, 3 POLE UNLESSOTHERWISE NOTED; STABS INDICATEDRAWOUT TYPE AUTOMATIC TRANSFER SWITCH NO. 1 (ATS-1)"N" INDICATES NORMAL SOURCE"S" INDICATES STANDBY SOURCE100A INDICATES CONTINUOUS CURRENT RATING NEMA AREA:"X"INDICATES REQUIRED NEMA RATING OF EQUIPMENT IN THE AREAN/ATERMINAL TO EXTERNAL DEVICE (FIELD OR OTHER PANEL) N/A
N/ANETWORK CONNECTION TERMINATION
MULTIPLE POLE SWITCH#INDICATES NUMBER OF POLES (2, 3 OR 4); BLANK IS SINGLE POLE"a" INDICATES SWITCHLEG SHALL CONTROL LIGHT FIXTURES WITH "a"DESIGNATIONCONTROL TRANSFORMER,*RATINGS AND CONNECTIONS AS SHOWN ON THESINGLE LINE DIAGRAM SYMBOL WHERE THERE IS A DETAILSYMBOL WHERE DETAIL IS DRAWNDETAIL SYMBOLDETAIL NUMBERASSOCIATEDSPECIFICATIONDIVISION NUMBERSHEET NO. WHEREDETAIL IS DRAWN(NOTE 2)SUBTITLEDETAIL26110VARNTS 100AATS-1NS
MOVMOVM# G
CBTRIPFRAMETRIPFRAME* *SPD#MCP*
P2TT
CSCSCSCSCSCS
PILOT LIGHT AND PILOT LIGHT PUSH-TO-TEST TYPECOLOR AS NOTED*R - REDG - GREENB - BLUEW - WHITEA - AMBERTD# SV
30AMS#
UPS
A3
** -XXXTBP
CONTROL SYSTEM INPUT/OUTPUT DEVICESDIGITAL OUTPUTNORMALLY OPENMOMENTARYCONTROL OUTPUTDIGITAL OUTPUTNORMALLY CLOSEDMOMENTARYCONTROL OUTPUTDIGITAL OUTPUTNORMALLY OPENMAINTAINEDCONTROL OUTPUTDIGITAL OUTPUTNORMALLY CLOSEDMAINTAINEDCONTROL OUTPUTANALOG OUTPUT4-20mAUNLESS NOTEDPULSE INPUTANALOG INPUT4-20mAUNLESS NOTEDDIGITAL INPUT LIQUID LEVEL SWITCHPRESSURE SWITCHFLOW SWITCH (AIR, WATER, ETC.)POSITION (LIMIT) SWITCHT
NORMALLY OPEN, CLOSES ON RISING LEVELNORMALLY CLOSED, OPENS ON RISING LEVELNORMALLY OPEN, CLOSES ON RISING PRESSURENORMALLY CLOSED, OPENS ON RISING PRESSURENORMALLY OPEN, CLOSES ON INCREASED FLOWNORMALLY CLOSED, OPENS ON INCREASED FLOWNORMALLY OPENNORMALLY OPEN - HELD CLOSEDNORMALLY CLOSEDNORMALLY CLOSED - HELD OPENTEMPERATURE SWITCH OR ROOM THERMOSTATNORMALLY OPEN, CLOSES ON RISING TEMPERATURE AMPEREALTERNATING CURRENTAMP FRAMEABOVE FINISHED FLOORALUMINUMAMPERE INTERRUPTING CAPACITYAMP TRIPAUTOMATIC TRANSFER SWITCHAUTOMATICAUXILIARYAMERICAN WIRE GAUGEBARE COPPER GROUNDBUILDINGCONDUIT, CONTACTORCIRCUIT BREAKERCIRCUITCONTINUOUS LOADCONCRETE MASONRY UNITCONTROL PANELCONTROL POWER TRANSFORMERCURRENT TRANSFORMERCOPPERCONDUIT WALL SEALDIRECT CURRENTDIAMETERDRAWINGEXISTINGEACHELECTRICALELEVATIONENCLOSURE OR ENCLOSEDEQUIPMENTELAPSED TIME METERFUTUREFIBER OPTICFEETFUSEGROUNDGALVANIZEDGENERATORGROUND FAULT INTERRUPTERGALVANIZED RIGID STEELHIGH INTENSITY DISCHARGEHANDHOLEHORSEPOWERHEATING VENTILATION AIRCONDITIONINGHERTZ1000 CIRCULAR MILSKILOVOLT AMPERESKILOWATTSLOCAL EMERGENCY STOPLIGHTINGLIGHTING PANELLOW VOLTAGE A, AMPacAFAFFALAICATATS AUTOAUX AWGBCGBLDGCCBCKTCLCMUCPCPTCTCUCWSdcDIADWG(E)EAELECELENCLEQUIPETM(F)FOFTFUG, GRDGALVGENGFIGRSHIDHHhpHVACHzkcmilkVAkWLESLTGLPLV MAXMCCMCPMFRMHMINMLMVNN/ANCNCLNICNONO.NTSOLPPBPCPHPNLPTPVCRECEPTREQDSECSHTSSSWSWBDSWGRTCTELTDTMTOTSPTYPUGUONUPSVVAVARVFDWW/WPXFMR
MAXIMUMMOTOR CONTROL CENTERMOTOR CIRCUIT PROTECTORMANUFACTURERMANHOLEMINIMUMMOTOR LOADMEDIUM VOLTAGENEUTRALNOT APPLICABLENORMALLY CLOSEDNON-CONTINUOUS LOADNOT IN CONTRACTNORMALLY OPENNUMBERNOT TO SCALEOVERLOADPOLEPULL BOXPHOTOCELLPHASEPANEL OR PANELBOARDPOTENTIAL TRANSFORMERPOLYVINYL CHLORIDERECEPTACLEREQUIREDSECONDS OR SECONDARYSHEETSTAINLESS STEELSWITCHSWITCHBOARDSWITCHGEARTIME DELAY ON CLOSINGTELEPHONETELEPHONEDEMARCATION POINTTIME SWITCHTIME DELAY ON OPENINGTWISTED SHIELDED PAIRTYPICALUNDERGROUNDUNLESS OTHERWISE NOTEDUNINTERRUPTIBLEPOWER SUPPLYVOLTSVOLT AMPSVOLT AMPS REACTIVE,VARIOUSVARIABLE FREQUENCYDRIVEWIRE, WATTS, WIDTHWITHWEATHERPROOFTRANSFORMER
ABBREVIATIONSN/AUTILITY METERN/ADIGITAL MULTIMETERDMMMETERUTILITY KEY INTERLOCK: # - KEY NUMBER AS INDICATEDELECTRICAL INTERLOCKN/AN/A#E DI-+AI-+AOPIMM
**
*#*
HTR
E
JJ
*- ##
*- ##
4*
F
1,3,LP-1G
b#
ABHOA(XOO)(OXO)(OOX)
CR#
XXXXXXXX
*
PENDANT OR SURFACE MOUNTED LIGHTING FIXTURE,NOTATIONS SAME AS ABOVEWALL MOUNTED LIGHTING FIXTURE, NOTATIONS SAME AS ABOVECROSS HATCH INDICATES LIGHTING FIXTURE FOREMERGENCY EGRESS LIGHTINGPOLE MOUNTED LIGHTING FIXTURE, NOTATIONS SAME AS ABOVE CEILING MOUNTED LIGHTING FIXTURE"A" - FIXTURE TYPE (SEE LIGHTING FIXTURE SCHEDULE)"b" - CONTROLLED BY SWITCH "b""3" - CIRCUIT NUMBER3bA3bA3bA3bAA3bA3b
CONDUIT TURNING DOWNCONDUIT TURNING UP
E-101
26410GE-2
PHOTO VANTAGE POINT AND DIRECTION#PHOTO NUMBERXXSHEET NO. WHERE PHOTO IS LOCATED#XX SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\GE-01.dwg BeeVue 12/05/25 12:01pmXR:FOST-16 - TITLEBLOCK 34 x 22 JNA CaliforniaNTSAFCADPXXXELECTRICAL LEGEND 36GE-1
SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\GE-02.dwg BeeVue 12/05/25 12:02pmXR:FOST-16 - TITLEBLOCK 34 x 22 JNA California 1"(TYP)12"(MAX)2"(TYP)2"(MIN)
CONDUIT MOUNTINGON CONCRETE WALLDETAIL26131VARNTS
NOTES:1.FOR DRY, INTERIOR CONDITIONS,CONTRACTOR MAY USE 1/4" MINTAPCON + ANCHOR W/ SSFENDER WASHER OR EQUAL.CONDUIT CLAMP,SIZE AS REQUIRED(TYP)3/8"Ø EXP ANCHOR 316 SS,HILTI KB-TZ W/ SS FENDERWASHER OR EQUAL (TYP)(NOTE 1)CAST MALLEABLEIRON SPACER ANDONE HOLE STRAPCHANNEL, UNISTRUTP1001 OR EQUAL3/8"Ø EXP ANCHOR316 SS, HILTI KB-TZW/ SS FENDERWASHER OR EQUAL(TYP) (NOTE 1) CONTROL STATION MOUNTING STANDON EXISTING SLABDETAIL26410VARNTS NOTES:1.WEIGHT OF MOUNTED EQUIPMENT < 250 lbs.2.UNLESS OTHERWISE NOTED, ALL MATERIALSHALL BE STEEL AND HOT DIP GALVANIZED(G90) AFTER FABRICATION. 3" (MIN)(TYP)3" (MIN)(TYP)EDGE OF SLABEDGE OF SLAB
3/16
4" MIN BOLT EMBEDMENTINTO STRUCTURAL SLAB1/84'-0"(MAX)PL TO HSSPL 3/16 TO HSS1 1/2"(TYP)1 1/2"(TYP)T&B OFPL 3/16TO HSS1" -1
-1NTSSECTION
1/81/8 3/163/16
PL 3/16"x4 1/2"x2 1/2"1/8" MILD STL PLATE DIMENSION AS REQD TOSUIT EQUIPMENT DRILL PLATE FOR NO. OFHOLES REQD REMOVE ALL SHARP EDGES,CLEAN AND HOT DIP GALV AFTER FABRICATION5/8" RADIUS (TYP)RUN CONDUITS UPHSS FACESTRUCTURAL STEELHSS 4x2x3/16"(PROVIDE 2 SUPPORTS IFMOUNTING PLATE IS MORETHAN 24" WIDE)PROVIDE WEEP HOLE NEARBOTTOM OF TUBING3/8"x10"x10" MIN BASE PLATEWITH 4-1/2Ø POST-INSTALLEDEPOXY CONC ANCHORS WITHNUT AND WASHER BASE PLATE(E) SLAB4-1/2"Ø POST-INSTALLED EPOXYCONC ANCHORSHSSCONDUIT
NTSAFCADPXXXELECTRICAL STANDARD DETAILS
37GE-2
SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\E-01.dwg BeeVue 12/05/25 12:03pmXR:FOST-16 - TITLEBLOCK 34 x 22 JNA California MAIN POWER PANELNS300A300A(E) PG&ESERVICE
15A
0.5GATE 1A
15A
0.5GATE 1B
15A
0.5GATE 2A
15A
0.5GATE 2B
15A
0.5GATE 3A
15A
0.5GATE 3B
15A
0.5GATE 4A
15A
0.5GATE 4B
20A
5WATERPUMP
30A
7.5AIRCOMPRESSOR
15A
0.33FUELPUMP
15A
DOOROPERATOR
20A
CHLORINEHEATER
70A
LIGHTINGPANEL L-1
LIGHTING XFMR45kVA, 3Ø, 4W480V-208/120VLIGHTINGPANEL L-2 90A
CRANE
225A
CONTROLSTRUCTUREFEEDER(OFF)
300A
(OFF)
DISTRIBUTION PANEL P
SCALE: NTSSINGLE LINE DIAGRAM
400A, 480V, 3Ø, 3W, 35KAIC400A, 480V, 3Ø, 3WP310AP310BP320AP320BP330AP330BP340AP340B(NOTE 2, TYP) NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION PRIOR TOPERFORMING AND WORK.2.DISCONNECT AND PULL OUT EXISTING CONDUCTORS IN EXISTINGCONDUITS AND PROVIDE NEW CONDUCTORS AS SHOWN ON THECONDUIT SCHEDULE ON DRAWING E-2.
NTSAFCADPXXXSINGLE LINE DIAGRAM
38E-1
ONOFFAUTO
GRGRGRGR
ONOFFAUTOONOFFAUTOONOFFAUTO
SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\E-02.dwg BeeVue 12/05/25 12:04pmXR:FOST-16 - TITLEBLOCK 34 x 22 JNA CaliforniaNTSAFCADPXXXELEVATION AND SCHEDULES SCALE: 3/4"=1'-0"ELEVATION
5A
4A3A4B3B4C3C4D3D4E3E4F3F4G3G
32"24"24"36"36"12'-8"
7'-6"
PANELBOARD SCHEDULECKTLOADVAVAVABRKRCKTLOADVAVAVABRKRNOTYPEUSAGEPHASE APHASE BPHASE CA/PLSNOTYPEUSAGEPHASE APHASE BPHASE CA/PLS1NCLLights - Pump Rm- 30/12NCLLights - Pump Rm- 30/13NCLLights - Pump Rm- 30/14NCLLights - Pump Rm- 30/15NCLLights - Pump Rm-30/16NCLLights - Pump Rm-30/17NCLLgts.- So. Canopy- 20/18NCLLights - No. Canopy- 20/19NCLLgts - So. Canopy- 20/110NCLLights No Canopy- 20/111NCLLgts.- So. Canopy-20/112NCLLights No. Canopy-20/113NCLLight By Rollup Door- 20/114NCLTie Clocks- 20/115NCLSol. Valve -Water Tank- 20/116NCLPanel "P" Control cir- 20/117NCLPlugs - So. Wall-20/118NCLPlugs - No. wall-20/119NCLPlugs - Shop- 20/120NCLBoat Lift- 30/121NCLEng. #1 Heater- 40/122NCLMicrowave & Radio- 20/123NCLEng. #2 Heater-40/124NCLPanel Plug-20/125NCLSpare- 30/126NCL- 20/127NCLSpare- 20/128NCLWall Plug for Petro Vend- 15/129NCLParking Lot Lights-20/130NCLPump 3 Battery Charger-20/131NCL- 32NCLPump 4 Battery Chgr- 20/133NCLExt Light- 20/134NCLSpare- 20/135NCL- 36NCLSpace-37NCLEngine 1 Control Panel120020/138NCLSpace-39NCLFuel Aux. Gen- 20/140NCLDOCK LIGHTS.- 20/141NCLEngine 2 Control Panel120020/142NCLSpace-PHASE VA SUBTOTALS120001200PHASE VA SUBTOTALS000PHASE VA TOTALS120001200PANELBOARD VA TOTAL2400CL125%TOTAL CONTINUOUS LOADS (VA):0 PANEL NO.:(E) L-2ABBREVIATIONSNCLTOTAL NON-CONTINUOUS LOADS (VA):2400LOCATION:Pump HouseCL - CONTINUOUS LOADMLMOTOR LOADS (VA):0 VOLTAGE:208/120V‚ 3Ø‚ 4WML - MOTOR LOAD25% LARGEST MOTOR LOAD (VA):00 BUS RATING:100ANCL - NON-CONTINUOUS LOADCALCULATED TOTAL LOAD (VA):2400MAIN BREAKER:XXACALCULATED TOTAL LOAD (AMPS):SHORT CIRCUIT RATING:XX KAIC NAMEPLATE SCHEDULE: MAIN POWER PANELNO.LINE 1 - EQUIPMENT IDLINE 2 - EQUIPMENT DESCRIPTIONCHAR. SIZE1ACOMMERCIAL MAIN, GEN MAIN1/4"1BATS1/4"2AGEN AMPS, VOLTS, WATTS, FREQUENCY1/4"2BPANELBOARD P1/4"3AGATE MOTOR 3A1/4"3BGATE MOTOR 3B1/4"3CGATE MOTOR 4A1/4"3DGATE MOTOR 4B1/4"3EWATER PUMP1/4"3FAIR COMPRESSOR1/4"3GTERMINAL BLOCKS1/4"4AGATE MOTOR 1A1/4"4BGATE MOTOR 1B1/4"4CGATE MOTOR 2A1/4"4DGATE MOTOR 2B1/4"4EFUEL PUMP1/4"4FSPACE1/4"4GTERMINAL BLOCKS1/4"5AREMOTE TERMINAL UNIT1/4" NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION PRIOR TOPERFORMING AND WORK.2.REUSE EXISTING CIRCUIT BREAKERS.3.PROVIDE NEW 20A/1P CIRCUIT BREAKERS AND REVISE PANELSCHEDULE. 2A
2B
1A
1B
NOTE 2 (TYP)
CONDUIT AND CABLE SCHEDULEConduit TagSize [in.]FillFromToCommentsN100 3/4(1)TSP-CPACENGINE 1 CONTROL PANELN200 3/4(1)TSP-CPACENGINE 2 CONTROL PANELL100 3/4(1)#12, (1)#12-N,(1)#12-GL-2ENGINE 1 CONTROL PANELL200 3/4(1)#12, (1)#12-N,(1)#12-GL-2ENGINE 2 CONTROL PANELP310A 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 1AREUSE EXISTING CONDUITP310B 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 1BREUSE EXISTING CONDUITP320A 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 2AREUSE EXISTING CONDUITP320B 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 2BREUSE EXISTING CONDUITP330A 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 3AREUSE EXISTING CONDUITP330B 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 3BREUSE EXISTING CONDUITP340A 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 4AREUSE EXISTING CONDUITP340B 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 4BREUSE EXISTING CONDUITNOTE 3 39E-2
MOVMOVMOVMOVMOVMOVMOVMOV
SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\E-03.dwg BeeVue 12/05/25 12:05pmXR:FOST-16 - TITLEBLOCK 34 x 22 FOST-16-IMPROVEMENTS JNA California SCALE: 3/16"=1'-0"PLAN
L200N200 L100N100
L100L200
MAIN POWER PANELRTU PANEL
PANEL L-2
NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION PRIOR TOPERFORMING AND WORK.2.PROVIDE NEW CONDUIT AND WIRE FROM LIGHTING PANEL L-2 TOENGINE CONTROL PANELS. PROVIDE NEW 20A CIRCUIT BREAKERSAS SHOWN ON THE PANELBOARD SCHEDULE, DRAWING E-2.
P310AP310BP320AP320BP330AP330BP340AP340B(NOTE 2)(TYP OF 2) GATE 1AGATE 1BGATE 2AGATE 2BGATE 3AGATE 3BGATE 4AGATE 4B NEMA 4XENGINE 2CONTROLPANEL26410GE-2 ENGINE 1CONTROLPANEL(TYP OF 2)N100N200 26131GE-2
3E-52E-51E-5
AS SHOWNAFCADPXXXELECTRICAL PLAN DRAWING
40E-3
SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\E-04.dwg BeeVue 12/05/25 12:06pmXR:FOST-16 - TITLEBLOCK 34 x 22 JNA California
AT RTU CONTROL PANELAT FIELD EQUIPMENT LOCATIONLEGEND
L2L3L1VALVE ACTUATOR
LOR480VACPOWER
COMOPENCLOSELOR(OOX)HS-*
HS-*A
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NOTES:1.FULL TAG NAME TO INCLUDE ISA DESIGNATION ANDLOOP NUMBER.
RZLH-*OPENEDGZLL-*CLOSEDSTOPHS-*COPENHS-*B
ZSL-*ZSH-*
SCALE: NTSOPEN/CLOSE ACTUATOR
NTSJNABVXXXACTUATORS CONTROL SCHEMATIC
41E-4
SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\E-05.dwg BeeVue 12/05/25 12:08pmXR:FOST-16 - TITLEBLOCK 34 x 22 JNA California NOTES:1.REUSE EXISTING CIRCUIT BREAKERS FOR GATE ACTUATORS.2.MODIFY RTU PANEL AS SHOWN ON DRAWING E-6.3.PROVIDE NEW 20A/1P CIRCUIT BREAKERS IN PANEL SPACES ANDREVISE PANEL SCHEDULE.
E-31SCALE: NTSPHOTOMOTOR CONTROL CENTERE-32SCALE: NTSPHOTORTU PANEL(NOTE 2)E-33SCALE: NTSPHOTOPANEL L-2 NOTE 1
NOTE 3
NTSJNABVXXXANNOTATED PHOTOS
42E-5
SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\E-06.dwg BeeVue 12/05/25 12:12pmXR:FOST-16 - TITLEBLOCK 34 x 22 JNA California NOTES:1.EXISTING ARCHITECTURE DIAGRAM BASED ON SANITARY SEWERLIFT STATION IMPROVEMENTS (CIP 603) RECORD DRAWING E-040AND FIELD RECONNAISSANCE BY TJCAA. CONTRACTOR SHALLFIELD VERIFY PRIOR TO PERFORMING ANY WORK.2.DISCONNECT EXISTING GATEWAY FROM EXISTING MANAGEDSWITCH. CONNECT EXISTING N-TRON NETWORK SWITCH TOMANAGED SWITCH AND GATEWAY TO NETWORK SWITCH, ASSHOWN.3.PROVIDE MOXA MGATE 5118 GATEWAY, OR EQUAL, TO CONVERTJ1939 SIGNAL TO ETHERNET.4.UPDATE EXISTING HMI SCREENS TO INCLUDE MONITORING OFKEY ENGINE STATUS INDICATORS PER SPECIFICATIONS SECTIONXX XX XX.
LEGEND:CAT-6 ETHERNETTWISTED SHIELDED PAIRo
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J1939 SIGNAL
NTSJNABVXXXPARTIAL NETWORK ARCHITECTURE DIAGRAM
43E-6
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
38 ATTACHMENT B – Insurance Requirements
The Contractor shall procure and keep in full force and effect during the term of the Agreement, at the Contractor's cost and expense, the following policies of insurance with companies licensed to do business in the State of California which are acceptable to the City. The Contractor shall, within ten (10) calendar days from the date of Award of Contract, supply the City with the Certificate showing that such insurance is in force. The City reserves the right to cancel the contract if these requirements are not met within 30 calendar days of the Notice of Acceptance of Bid.
All policies shall contain a provision that they shall not be canceled or materially changed without thirty (30) calendar days prior written notice to the City. No cancellation provision in any insurance policy shall be construed in derogation of the continuous duty of licensee to furnish the required insurance during the term of the Agreement.
(a) Workers' Compensation. The Contractor shall provide Workers' Compensation insurance as required by law. The Contractor is aware of the provisions of the California Labor Code §3700, which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and will comply with such provisions before commencing the work.
(b) Comprehensive or Commercial General Liability. Coverage includes Bodily Injury and Property Damage as required by the Agreement.
(c) Automobile Liability. Coverage includes owned, non-owned and hired vehicles as required by the Agreement.
(d) Special Hazards. The Supplementary Conditions may require the Contractor to provide coverage against any special hazards which may be encountered in the performance of this Contract.
(e) Builder's Risk. The Supplementary Conditions may require the Contractor to insure all work and materials supplied against loss or damage by fire, malicious mischief or vandalism.
All policies taken out by the Contractor insuring work and materials supplied shall list the City as additionally insured and be payable to the Contractor and the City. Policies shall be kept in full force and effect by the Contractor until final acceptance of the work by the City.
(f) Subcontractor(s) Insurance Requirements . The Contractor shall either: (1) require each subcontractor to procure and maintain during the life of its subcontract all insurance of the type and in the amounts specified in the Agreement or (2) insure the activities of subcontractor(s) in its own policy.
CITY OF FOSTER CITY
LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)
PRE-QUALIFICATION OF GENERAL CONTRACTORS
39 ATTACHMENT C – Project Labor Agreement
Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
CITY OF FOSTER CITY/ESTERO MUNICIPAL IMPROVEMENT DISTRICT
PROJECT LABOR AGREEMENT
This Project Labor Agreement is entered into this 12th day of May, 2026 by and between the City of Foster City/Estero Municipal Improvement District (referred to herein as the “City/EMID”), together with contractors and subcontractors of all tiers, who shall become signatory to this Agreement by signing the “Agreement to be Bound” (Addendum A) (referred to herein as “Contractor(s)/Employer(s)”), and the San Mateo County Building and Construction Trades Council (referred to herein as the “Trades Council”) and the local Unions that have executed this Agreement (referred to collectively herein as the “Union(s)”).
The purpose of this Agreement is to promote the efficiency of construction operations for the City/EMID through the use of skilled labor resulting in quality construction outcomes, and to provide for the peaceful settlement of labor disputes and grievances without strikes or lockouts, thereby promoting the public interest in assuring the timely and economical completion of each Project covered by this Agreement.
WHEREAS, the timely and successful completion of each Project is of the utmost importance to meet the needs of the City/EMID and avoid increased costs resulting from delays in construction; and
WHEREAS, this Agreement will facilitate the use of skilled labor to enhance the City’s/EMID’s quality construction outcomes and promote the public interest in assuring the timely and economical completion of each Project; and
WHEREAS, given that large numbers of workers of various skills will be required in the performance of construction of each Project, this Agreement will facilitate harmonious labor relations; and
WHEREAS, the interests of the general public, the City/EMID, the Unions, and the Contractors/Employers would be best served if the construction work proceeded in an orderly manner without disruption because of strikes, sympathy strikes, work stoppages, picketing, lockouts, slowdowns or other interferences with work; and WHEREAS, the Contractors/Employers and the Unions desire to mutually establish and stabilize wages, hours and working conditions for the workers employed on each Project and to encourage close cooperation among the Contractors/Employers and the Unions so that a satisfactory, continuous and harmonious relationship will exist; and WHEREAS, the parties agree that one of the primary purposes of this Agreement is to avoid the tensions that might arise on the Projects if Union and non-union workers of different employers were to work side by side on the Projects, potentially leading to labor disputes that could delay completion of the Projects; and
WHEREAS, this Agreement is not intended to replace, interfere with, abrogate, diminish or modify existing local or national collective bargaining agreements in effect during the Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
duration of the Projects, insofar as a legally binding agreement exists between the Contractors/Employers and the Unions, except to the extent that the provisions of this Agreement are inconsistent with said collective bargaining agreements, in which event the provisions of this Agreement shall prevail; and
WHEREAS, the contract(s) for construction work on each Project will be awarded in accordance with the applicable provisions of the California State Public Contract Code and all state, local and federal laws; and
WHEREAS, the parties to this Agreement pledge their full good faith and trust to work toward the mutually satisfactory completion of each Project;
NOW, THEREFORE, IT IS AGREED BETWEEN AND AMONG THE PARTIES HERETO, AS FOLLOWS:
ARTICLE I
DEFINITIONS
1.1 “Agreement” means this Project Labor Agreement.
1.2 “Agreement to be Bound” means the agreement (attached hereto as Addendum A) that shall be executed by each and every Contractor/Employer as a condition of working on each Project.
1.3 “City” means the City of Foster City and its governing board, officers, agents and employees, including managerial personnel.
1.4 “Completion” means that point at which there is Final Acceptance by the City/EMID of a Construction Contract, and the City/EMID has filed a Notice of Completion. For purposes of this definition, “Final Acceptance” means that point in time at which the City/EMID has determined upon final inspection that the work has been completed in all respects and all required contract documents, contract drawings, warranties, certificates, manuals and data have been submitted and training completed in accordance with the contract documents and the City/EMID has executed a written acceptance of the work.
1.5 “Construction Contract” means the public works or improvement contract(s) (including design-bid, design-build, lease-leaseback or other contracts under which construction of each Project is done) awarded by the City/EMID that are necessary to complete each Project.
1.6 “Contractor(s)/Employer(s)” or “Contractor(s)” or “Employer(s)” means any individual, firm, partnership or corporation (including the prime contractor, general contractor, design-build entity, lease-leaseback entity or equivalent entity), or combination thereof, including joint ventures, and their successors and assigns, that is an independent business enterprise and enters into a contract with the City/EMID with respect to the construction of any part of each Project, and all contractors and subcontractors of any tier.
1.7 “Council” or “Trades Council” means the San Mateo County Building and Construction Trades Council.
Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
1.8 “EMID” means Estero Municipal Improvement District.
1.9 “Master Agreement” means the Master Collective Bargaining Agreement of each craft Union signatory hereto.
1.10 “Project” means the projects identified on Addendum B attached hereto. Multiple Construction Contracts may be required to complete an integrated Project. The City/EMID and the Trades Council may mutually agree in writing to add additional projects or components to be covered by this Agreement. The term “Project” applies to each, and all projects as defined in this section, whether used in the singular or plural herein.
1.11 “Union” or “Unions” means the San Mateo County Building and Construction Trades Council and the labor organizations identified on the attached Union Signatures page that become signatory to this Agreement, acting on their own behalf and on behalf of their respective affiliates and member organizations whose names are subscribed hereto and who have through their officers executed this Agreement.
ARTICLE II
SCOPE OF AGREEMENT
2.1 Parties: This Agreement applies to and is limited to all Contractors/Employers performing work under a Construction Contract on each Project (including subcontractors at any tier), and their successors and assigns, the City/EMID, the Trades Council, and the Unions signatory to this Agreement.
2.2 Applicability: This Agreement governs all Construction Contracts awarded on each Project. For purposes of this Agreement, Construction Contracts shall be considered Completed as set forth in Section 1.4, except when the City directs a Contractor to engage in repairs, warranty work, modifications, or punch list work under a Construction Contract or when a Contractor performs work under a change order for a Construction Contract.
2.3 Covered Work: This Agreement covers, without limitation, all site preparation, surveying, construction, alteration, demolition, installation, improvement, remediation, retrofit, painting or repair of buildings, structures and other works, and related activities for each Project that is within the craft jurisdiction of one of the Unions and that is directly or indirectly part of each Project, including, without limitation to the following examples, landscaping and temporary fencing, temporary HV AC, geotechnical and exploratory drilling, soils and materials testing and inspection, pipelines (including those in linear corridors built to serve each Project), pumps, pump stations, start-up, modular furniture installation, jobsite access/traffic control and clean-up.
This Agreement covers work done for each Project in temporary yards, dedicated sites, or areas adjacent to each Project, and at any on-site or off-site batch plant constructed to supply materials to each Project.
2.3.1 This Agreement applies to any start-up, calibration, commissioning, performance testing, repair, maintenance, and operational revisions to systems and/or subsystems Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
for the Project performed after Completion pursuant to a Construction Contract, unless performed by City employees.
2.3.2 This Agreement covers all on-site fabrication work over which the City/EMID, Contractor(s)/Employer(s) or subcontractor(s) possess the right of control (including work done for the Project in any temporary yard or area established for the Project). This Agreement also covers any off-site work, including fabrication, that is traditionally performed by the Unions and is directly or indirectly part of the Project, provided such work is covered by a Master Agreement or local addenda to a national agreement of the applicable Union(s).
2.3.3 This Agreement covers any 3D BIM modeling and mechanical computer aided drafted and/or hand detailing of shop and field drawings used for fabrication/coordination or erection, provided such work is covered by a Master Agreement or local addenda to a national agreement of the applicable Union(s).
2.3.4 Except for the delivery of supplies, equipment or materials that are stockpiled for later use, this Agreement covers all construction trucking work, including the hauling and delivery of ready-mix, asphalt, aggregate, sand, soil or other fill or similar material that is directly incorporated into the construction process as well as the off hauling of soil, sand, gravel, rocks, concrete, asphalt, excavation materials, construction debris and excess fill, material and/or mud. Contractor(s)/Employer(s), including brokers, of persons providing construction trucking work shall provide certified payroll records to the City/EMID within ten (10) days of written request or as required by the bid specifications.
2.3.5 Work covered by this Agreement within the following craft jurisdictions shall be performed under the terms of their National Agreements as follows: the National Transient Lodge (NTL) Articles of Agreement, the National Stack/Chimney Agreement, the National Cooling Tower Agreement, the National Agreement of Elevator Constructors, and any instrument calibration work and loop checking shall be performed under the terms of the UA/IBEW Joint National Agreement for Instrument and Control Systems Technicians, with the exception that Articles IV , XII and XIII of this Agreement shall apply to such work.
2.4 Exclusions: The following shall be excluded from the scope of this Agreement.
2.4.1 This Agreement shall not apply to work performed by the City’s own employees as permitted by the Public Contract Code.
2.4.2 This Agreement shall not apply to a Contractor/Employer’s non-construction craft executives, managerial employees, administrative personnel, and supervisors above the level of general foreman, unless covered by a Master Agreement.
2.4.3 This Agreement shall not apply to any non-Project work performed on or near or leading to the site of work covered by this Agreement that is undertaken by state, county, Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
city, or other governmental bodies or their contractors. Work performed by public or private utilities including all electrical utility, voice-data-video, and security installation work ahead of and up to the electrical service entry connection or the main point of entry into the building shall be excluded. All electrical utility, voice-data-video, and security installation work performed after the electrical utility service entrance, or the main point of entry shall be Covered Work.
Additionally, all contracted work performed ahead of the service entrance connection and main point of entry that is inside the property line and provides for access to the building via a conduit or series of conduits shall be Covered Work.
2.4.4 This Agreement shall not apply to the off-site maintenance of leased equipment and on-site supervision of such work.
2.4.5 This Agreement shall not apply to a professional services contract entered into by the City/EMID for design services prior to solicitation of the general contract for the Project.
2.4.6 This Agreement shall not apply to the District’s purchase of Project-related equipment and/or materials unless said purchase includes Covered Work, in which case the Covered Work itself shall be covered by this Agreement.
2.5 Award of Contracts: It is understood and agreed that the City/EMID has the right to select any qualified bidder for the award of Construction Contracts under this Agreement. The bidder need only be willing, ready and able to execute and comply with this Agreement. It is further agreed that this Agreement shall be included in all invitations to bid or solicitations for proposals from contractors or subcontractors for work on each Project. A copy of all invitations to bid shall be provided to the Trades Council at the time of issuance. The Trades Council and Unions shall work cooperatively with the City/EMID to facilitate competitive bidding and encourage multiple bids for Projects covered by this Agreement. To that end, the Trades Council and the Unions will use their best efforts to conduct outreach to interested contractors and provide information to those contractors to support bidding the work, and take any other reasonable steps to encourage submission of bids to the City/EMID for Projects covered by this Agreement.
ARTICLE III
EFFECT OF AGREEMENT
3.1 By executing this Agreement, the Trades Council, the Unions and the City/EMID agree to be bound by each and all the provisions of the Agreement.
3.2 By accepting the award of work under a Construction Contract for each Project, whether as a Contractor or subcontractor thereunder, all Contractors/Employers agree to be bound by every provision of this Agreement and agree to evidence their acceptance prior to the Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
commencement of work by executing the Agreement to be Bound in the form attached hereto as Addendum A.
3.3 At the time that any Contractor/Employer enters into a subcontract with any subcontractor providing for the performance of work under a Construction Contract, the Contractor/Employer shall provide a copy of this Agreement to said subcontractor and shall require the subcontractor, as a condition of accepting the award of a construction subcontract, to agree in writing, by executing the Agreement to be Bound, to be bound by each and every provision of this Agreement prior to the commencement of work. The obligations of a Contractor may not be evaded by subcontracting. If the subcontractor refuses to execute the Agreement to be Bound, then such subcontractor shall not be awarded a Construction Contract on any Project.
3.4 This Agreement shall only be binding on the signatory parties hereto, and their successors and assigns, and shall not apply to the parents, affiliates, subsidiaries, or other ventures of any such party. Each Contractor shall alone be liable and responsible for its own individual acts and conduct and for any breach or alleged breach of this Agreement, except as otherwise provided by law or the applicable Master Agreement. Any dispute between the Union(s) and the Contractor(s) with respect to compliance with this Agreement shall not affect the rights, liabilities, obligations and duties between the Union(s) and other Contractor(s) party to this Agreement.
3.5 It is mutually agreed by the parties that any liability by a Union signatory to this Agreement shall be several and not joint. Any alleged breach of this Agreement by a Union shall not affect the rights, liabilities, obligations and duties between the Contractor(s) and the other Union(s) party to this Agreement.
3.6 The provisions of this Agreement, including the Master Agreements incorporated herein by reference, shall apply to the work covered by this Agreement, notwithstanding the provisions of any other local, area and/or national agreements which may conflict with or differ from the terms of this Agreement. To the extent a provision of this Agreement conflicts with a Master Agreement, the provision of this Agreement shall prevail. Where a provision of a Master Agreement does not conflict with this Agreement, the provision of the Master Agreement shall apply.
ARTICLE IV
WORK STOPPAGES, STRIKES, SYMPATHY STRIKES AND LOCKOUTS
4.1. The Unions, the City/EMID, and the Contractor(s)/Employer(s) covered by this Agreement agree that for the duration of each Project:
4.1.1 There shall be no strikes, sympathy strikes, work stoppages, picketing, hand billing or otherwise advising the public that a labor dispute exists, or slowdowns of any kind, for any reason, by the Unions or employees employed on the Project, at the job site of the Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
Project or any other City/EMID facility because of a dispute on the Project. Disputes arising between the Unions and Contractor(s)/ Employer(s) on other City/EMID projects are not governed by the terms of the Agreement or this Article.
4.1.2 There shall be no lockout of any kind by a Contractor/Employer of workers employed on each Project.
4.1.3 If a Master Agreement expires before the Contractor/Employer completes the performance of work under a Construction Contract and the Union or Contractor/Employer gives notice of a demand for a new or modified Master Agreement, the Union agrees that it will not strike on work covered by this Agreement and the Union and the Contractor/Employer agree that the expired Master Agreement will continue in full force and effect for work covered under this Agreement until a new or modified Master Agreement is reached. If the new or modified Master Agreement provides that any terms of the Master Agreement shall be retroactive, the Contractor/ Employer agrees to comply with any retroactive terms of the new or modified Master Agreement that are applicable to any employee(s) on the Project during the interim, with retroactive payment due within seven (7) calendar days of the effective date of the new or modified Master Agreement.
4.1.4 In the case of nonpayment of wages or trust fund contributions on the Project, the Union shall give the City/EMID and the Contractor/Employer three (3) business days’ notice when nonpayment of trust fund contributions has occurred, and one (1) business days’ notice when nonpayment of wages has occurred or when paychecks being tendered to a financial institution normally recognized to honor such paychecks will not honor such paycheck, of the intent to withhold labor from the Contractor/Employers’ or their subcontractor’s workforce, during which time the Contractor/Employer may correct the default. In this instance, a Union’s withholding of labor (but not picketing) from a Contractor/Employer who has failed to pay its fringe benefit contributions or failed to meet its weekly payroll shall not be considered a violation of this Article.
4.1.5 Notification: If the City/EMID or any Contractor contends that any Union has violated this Article, it will so notify in writing the Senior Executive of the Trades Council and the Senior Executive of the Union, setting forth the facts alleged to violate the Article, prior to instituting the expedited arbitration procedure set forth below. The Trades Council will immediately use its best efforts to cause the cessation of any violation of this Article. The leadership of the Union will immediately inform the workers of their obligations under this Article. A Union complying with this obligation shall not be held responsible for the unauthorized acts of employees it represents.
4.2 Expedited Arbitration: Any party to this Agreement shall institute the following procedure, prior to initiating any other action at law or equity, when a breach of this Article IV is alleged to have occurred.
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4.2.1 A party invoking this procedure shall notify Robert Hirsch, as the permanent arbitrator, or Barry Winograd, as the alternate arbitrator, under this procedure. In the event the permanent arbitrator is unavailable at any time, the alternate will be contacted. If neither is available, the parties shall select the arbitrator from the list in Section 12.4. Notice to the arbitrator shall be by the most expeditious means available, with notice by email and telephone to the City/EMID, the involved Contractor, and the party alleged to be in violation, and to the Trades Council and involved local Union if a Union is alleged to be in violation.
4.2.2 Upon receipt of said notice, the City/EMID will contact the permanent arbitrator named above, or the alternate if the permanent arbitrator is not available, who will attempt to convene a hearing within twenty-four (24) hours if it is contended that the violation still exists.
4.2.3 The arbitrator shall notify the parties by email and telephone of the place and time for the hearing. Said hearing shall be completed in one session, which, with appropriate recesses at the arbitrator’s discretion, shall not exceed twenty-four (24) hours unless otherwise agreed upon by all parties. The failure of any party to attend said hearings shall not delay the hearing of evidence or the issuance of an award by the arbitrator.
4.2.4 The sole issue at the hearing shall be whether a violation of Section 4.1 of the Agreement has occurred. The arbitrator shall have no authority to consider any matter of justification, explanation or mitigation of such violation or to award damages, which issue is reserved for court proceedings, if any. The award shall be issued in writing within three (3) hours after the close of the hearing and may be issued without a written opinion. If any party desires a written opinion, one shall be issued within fifteen (15) calendar days, but the parties shall not delay compliance with or enforcement of the award due to the issuance of a written opinion. The arbitrator may order cessation of the violation of this Article, and the arbitrator’s award shall be served on all parties by hand or registered mail upon issuance. Should a party found in violation of this Article fail to comply with the arbitrator’s award ordering the party to cease the violation, the party in violation shall pay to the affected party as liquidated damages the sum of ten thousand dollars ($10,000.00) per shift for which it failed to comply, or portion thereof, until such violation is ceased. The arbitrator shall retain jurisdiction to resolve any disputes regarding the liquidated damages claimed under this section.
4.2.5 The arbitrator’s award may be enforced by any court of competent jurisdiction upon the filing of this Agreement and all other relevant documents referred to above in the following manner. The party filing such enforcement proceedings shall give written notice to the other party. In a proceeding to obtain a temporary order enforcing the arbitrator’s award as issued under this Article, all parties waive the right to a hearing and agree that such proceeding may be ex parte. However, such an agreement does not waive any party’s right to seek or participate in a hearing for a final order of enforcement. Any court order enforcing the arbitrator’s award shall be served on all parties by hand or delivered by certified mail.
Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
4.2.6 Any rights created by statute or law governing arbitration proceedings inconsistent with the above procedure, or which interfere with compliance with the above procedure, are waived by the parties.
4.2.7 The fees and expenses of the arbitrator shall be divided equally between the party instituting the arbitration proceedings provided in this Article and the party alleged to be in breach of its obligation under this Article.
4.2.8 Should either the permanent or the alternate arbitrator identified above no longer work as a labor arbitrator, the City/EMID and the Trades Council shall mutually agree to a replacement.
ARTICLE V
PRE-JOB CONFERENCES
5.1 Timing: The City and the Trades Council shall convene a pre-job conference at a mutually agreeable location and time, with the Unions and the representatives of all involved Contractors/Employers, who shall be prepared to announce craft assignments and discuss in detail the scope of work and the other issues set forth below, at least fourteen (14) calendar days prior to:
(a) The commencement of any Project work, and
(b) The commencement of Project work on any subsequently awarded Construction Contract.
5.2 The pre-job conference shall be conducted by the Trades Council and shall be attended by a representative of each participating Contractor and each affected Union, and the City/EMID may attend at its discretion.
5.3 The pre-job conference shall include but not be limited to the following subjects:
(a) A listing of each Contractor’s scope of work.
(b) The craft assignments.
(c) The estimated number of craft workers required to perform the work. (d) Transportation arrangements.
(e) The estimated start and completion dates of the work; and (f) Discussion of prefabricated materials.
5.4 Joint Administrative Committee: In order to ensure the terms of this Agreement are being fulfilled and concerns pertaining to the operation of this Agreement are addressed, the City/EMID and Trades Council shall establish a Joint Administrative Committee comprised of two (2) representatives designated by the City/EMID and two (2) representatives designated by the Trades Council. The Joint Administrative Committee shall meet on a periodic basis during the term of construction, at least semi-annually, to assess the implementation of this Agreement, review the progress of the Projects, and facilitate harmonious relations between the parties. Both Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
the City/EMID and the Trades Council shall have the right to call a meeting of the Joint Administrative Committee.
5.4.1 In the event the City/EMID is concerned about receiving an adequate number of competitive bids for a Project, the City/EMID may call a meeting of the Joint Administrative Committee to discuss the scope of work and potential interested contractors, and the Trades Council and Unions shall conduct outreach upon request by the City/EMID consistent with Section 2.5 herein.
ARTICLE VI
NO DISCRIMINATION
6.1 The Contractors/Employers and the Unions agree to comply with all anti- discrimination provisions of federal, state, and local law, to protect employees and applicants for employment, on each Project.
ARTICLE VII
UNION REPRESENTATION AND REFERRAL
7.1 The Contractors/Employers recognize the Unions as the sole bargaining representative of all craft employees performing Covered Work under this Agreement, and all such employees must be represented by a Union for the duration of their employment on each Project.
7.2 The Contractors/Employers shall make and transmit all deductions for Union dues, fees, and assessments that have been authorized by employees in writing in accordance with the applicable Master Agreement. This Agreement does not require any employee of a non-Union contractor to join a Union or to pay dues or fees to a Union as a condition of working on each Project; however, nothing in this Article is intended to supersede the requirements of the applicable Master Agreements as to Contractors/Employers signatory to such Master Agreements and as to employees of those Contractors/Employers who are performing Covered Work.
7.3 Authorized representatives of the Unions shall have access to each Project whenever work covered by this Agreement is being, has been, or will be performed on the Project.
7.4 Contractor(s)/Employer(s) performing construction work on each Project shall, in filling craft job requirements, utilize and be bound by the registration facilities and referral systems established or authorized by the Unions signatory hereto. The Contractor(s)/Employer(s) shall have the right to reject any applicant referred to by the Union(s), in accordance with the applicable Master Agreement.
Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
7.5 Contractor(s)/Employer(s) shall have the unqualified right to select and hire directly all supervisors above the level of general foreman it considers necessary and desirable, without such persons being referred by the Union(s), unless such craft construction employee is covered by a Master Agreement.
7.6 In the event that referral facilities maintained by the Union(s) are unable to fill the requisition of a Contractor/Employer for employees within a forty-eight (48) hour period (Saturdays, Sundays and Holidays excluded) after such requisition is made by the Contractor/Employer, the Contractor/Employer shall be free to obtain the worker(s) from any source. A Contractor/Employer who hires a worker(s) to perform Covered Work on each Project pursuant to this section shall immediately provide the appropriate Union with the name and address of such worker(s) and shall immediately refer such worker(s) to the appropriate Union to satisfy the requirements of this Article.
7.7 Local Hire: The parties to this Agreement support the employment of skilled construction workers from the City of Foster City and San Mateo County (the “Local Area”) and wish to facilitate employment of Local Area residents and use resources in the Local Area in the construction of each Project. To the extent allowed by law, and consistent with the Unions’ hiring hall provisions, as long as they possess the requisite skills and qualifications, residents of the Local Area, including journeymen and apprentices, shall be referred by the Unions for Project work covered by this Agreement.
ARTICLE VIII
W AGES AND BENEFITS
8.1 The Contractors/Employers agree to pay all benefit contributions required by the applicable Master Agreement(s), including but not limited to vacation, pension and/or other deferred compensation, apprenticeship, worker protection and assistance, health benefit and any other funds established by the applicable Master Agreement(s) for each hour worked on each Project, in the amounts designated in the applicable Master Agreement(s).
8.2 By signing this Agreement, the Contractors/Employers adopt and agree to be bound by the written terms of the legally established Trust Agreements for the benefit funds described in Section 8.1, which may from time to time be amended, specifying the detailed basis upon which payments are to be made into, and benefits paid out of, such Trust Funds. The Contractors/Employers authorize the parties to such local Trust Agreements to appoint trustees and successor trustees to administer the Trust Funds and hereby ratify and accept the trustees so appointed as if they were appointed by the Contractors/Employers. The Contractors/Employers agree to execute a separate subscription agreement(s) when such Trust Fund(s) requires such document(s).
8.3 Wages, Hours, Terms and Conditions of Employment: The wages, hours and other terms and conditions of employment on each Project shall be governed by the Master Agreement Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
of the respective craft, to the extent such Master Agreement is not inconsistent with this Agreement. Where a subject is covered by the Master Agreement and not covered by this Agreement, the Master Agreement will prevail. When a subject is covered by both the Master Agreement and this Agreement, to the extent there is any inconsistency, this Agreement will prevail.
8.4 Holidays: Holidays shall be as set forth in the applicable Master Agreement, and any additional City/EMID recognized holidays.
ARTICLE IX
APPRENTICES
9.1 Recognizing the need to develop adequate numbers of competent workers in the construction industry, including on public works projects, the Contractors/Employers shall employ apprentices from a California state-approved Joint Apprenticeship Training Program in their respective crafts, to perform such work as is within their capabilities and that is customarily performed by the craft in which they are indentured.
9.2 Apprentice ratios will be in compliance with the provisions of the California Labor Code and the applicable state prevailing wage determination.
9.3 Consistent with the Master Agreements, there shall be no restriction on the utilization of apprentices in performing the work of their craft provided they are properly indentured and supervised.
9.4 Pre-Apprenticeship Program: Recognizing that the Bay Area Apprenticeship Coordinators Association, the San Mateo Workforce Investment Board, the San Mateo County Union Community Alliance, and the California Division of Apprenticeship Standards have established a countywide Pre-Apprenticeship Program – the Trades Introduction Program (“TIP San Mateo”) – to prepare students to become apprentices to work in construction-related trades, the parties agree to provide opportunities for employment on each Project for students who have completed the TIP San Mateo or another pre-apprenticeship program that utilizes Multi-Craft Core Curriculum (“MC3”). As such, Contractors on each Project shall endeavor to employ a minimum of two (2) TIP graduates or graduates of another MC3 pre-apprenticeship program who meet local Union requirements for admittance into a California state-approved Joint Apprenticeship Training Program.
ARTICLE X
HELMETS TO HARDHATS
10.1 The Contractors/Employers and Unions recognize a desire to facilitate the entry into the building and construction trades of veterans who are interested in careers in the building and construction industry. The Contractors/Employers and Unions agree to utilize the services of the Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
Center for Military Recruitment, Assessment and Veterans Employment (hereinafter “Center”) and the Center’s “Helmets to Hardhats” program to serve as a resource for preliminary orientation, assessment of construction aptitude, referral to apprenticeship programs or hiring halls, counseling and mentoring, support network, employment opportunities and other needs as identified by the parties.
10.2 The Unions and Contractors/Employers agree to coordinate with the Center to participate in an integrated database of veterans interested in working on each Project and of apprenticeship and employment opportunities for each Project. To the extent permitted by law, the Unions will give credit to such veterans for bona fide, provable past experience.
ARTICLE XI
COMPLIANCE
11.1 It shall be the responsibility of the Contractors/Employers and Unions to investigate and monitor compliance with the provisions of Article VIII of this Agreement. Nothing in this Agreement shall be construed to interfere with or supersede the usual and customary legal remedies available to the Unions and/or employee benefit Trust Funds to collect delinquent wages or Trust Fund contributions from Contractors/Employers on each Project.
ARTICLE XII
GRIEV ANCE ARBITRATION PROCEDURE
12.1 Project Labor Disputes: All disputes involving the application or interpretation of a Master Agreement to which a Contractor/Employer and a Union are parties shall be resolved pursuant to the resolution procedures of the Master Agreement. All disputes relating to the interpretation or application of this Agreement, other than disputes under Article IV and Article XIII, shall be subject to resolution by the grievance arbitration procedures set forth in this Article.
12.2 Employee Discipline: All disputes involving the discipline and/or discharge of an employee working on each Project shall be resolved through the grievance and arbitration provisions contained in the Master Agreement for the craft of the affected employee. No employee working on any Project shall be disciplined or discharged without just cause.
12.3 No grievance shall be recognized unless the grieving party (Union on its own behalf, or on behalf of an employee whom it represents, or a Contractor/Employer on its own behalf) provides notice in writing to the party with whom it has a dispute within five (5) business days after becoming aware of the dispute but in no event more than thirty (30) business days after it reasonably should have become aware of the event giving rise to the dispute. Time limits may be extended by mutual agreement of the parties.
12.4 Grievances shall be settled according to the following procedures:
Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
Step 1: Within five (5) business days after the receipt of the written notice of the grievance, the representative of the involved Union, or his/her designee, and the representative of the involved Contractor/Employer, shall confer and attempt to resolve the grievance.
Step 2: If the grievance is not resolved at Step 1, within five (5) business days of the Step 1 meeting or the conclusion of efforts to resolve the grievance at Step 1, the alleged grievance may be referred in writing by either involved party to the Business Manager(s) of the affected Union(s) involved and the Labor Relations Manager of the Contractor/Employer, or the Contractor/Employer’s designated representative, for discussion and resolution. This time limit may be extended by mutual consent of both parties. Regardless of which party has initiated the grievance, the Union shall notify its International Union representative prior to the Step 2 meeting, and the International Union representative shall advise if it intends to participate in the Step 2 meeting. The City/EMID and the Trades Council shall have the right to participate in any efforts to resolve the dispute in Step 2.
Step 3: If the grievance is not resolved at Step 2, either party may request the dispute be submitted to arbitration within five (5) business days of the Step 2 meeting or the conclusion of efforts to resolve the grievance at Step 2. This time limit may be extended by mutual consent of both parties. Within five (5) business days after referral of a dispute to arbitration, the representatives shall notify the permanent arbitrator designated in Article IV , or if not available, the alternate arbitrator designated in Article IV , for final and binding arbitration. If the permanent arbitrator or the alternate is not available, an arbitrator shall be selected by the alternate striking method from the list of three (3) below. The order of striking names from the list of arbitrators shall be determined by a coin toss, the winner of which shall decide whether they wish to strike first or second.
1. William Riker
2. Carol Vendrillo
3. Morris Davis
12.5 The decision of the arbitrator shall be final and binding on all parties. The arbitrator shall have no authority to change, amend, add to or detract from any of the provisions of the Agreement. The expense of the arbitrator shall be borne equally by both parties. The arbitrator shall arrange for a hearing on the earliest available date from the date of his/her selection. A decision shall be given to the parties within five (5) calendar days after completion of the hearing unless such time is extended by mutual agreement. A written opinion may be requested by a party from the presiding arbitrator.
12.6 The time limits specified at any step of the grievance procedure may be extended by mutual agreement of the parties. However, failure to process a grievance, or failure to respond in writing within the time limits provided above, without an agreed upon extension of time, shall be Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
deemed a waiver of such grievance without prejudice, or without precedent to the processing and/or resolution of like or similar grievances or disputes.
12.7 In order to encourage the resolution of disputes and grievances at Steps 1 and 2 of this grievance procedure, the parties agree that such settlements shall not be precedent setting.
12.8 Retention: At the time a grievance is submitted under this Agreement or any Master Agreement, the Union(s) may request that the City/EMID withhold and retain an amount from what is due and owing to the Contractor(s) against whom the grievance is filed, or its higher-tier Contractor, sufficient to cover the damages alleged in the grievance, should the Union(s) prevail.
The amount shall be retained by the City/EMID until such time as the underlying grievance giving rise to the retention is withdrawn, settled, or otherwise resolved, and the retained amount shall be paid to whomever the parties to the grievance shall decide, or to whomever an arbitrator shall so order.
12.9 Should any of the arbitrators listed in this Article XII or Article IV no longer work as a labor arbitrator, the City/EMID and the Trades Council shall mutually agree to a replacement.
ARTICLE XIII
WORK ASSIGNMENTS AND JURISDICTIONAL DISPUTES
13.1 The assignment of Covered Work will be solely the responsibility of the Employer performing the work involved; and such work assignments will be in accordance with the Plan for the Settlement of the Jurisdictional Disputes in the Construction Industry (the “Plan”) or any successor Plan.
13.2 All jurisdictional disputes on this Project between or among the building and construction trades Unions and the Employers parties to this Agreement, shall be settled and adjusted according to the present Plan established by the Building and Construction Trades Department or any other plan or method of procedure that may be adopted in the future by the Building and Construction Trades Department. Decisions rendered shall be final, binding and conclusive on the Employers and Unions parties to this Agreement.
13.3 If a dispute arising under this Article involves the North Coast States Carpenters Regional Council or any of its subordinate bodies, an arbitrator shall be chosen by the procedures specified in Article V , Section 5 of the Plan from a list composed of John Kagel, Andrea Dooley, Robert Hirsch and Thomas Pagan, and the arbitrator’s hearing on the dispute shall be held at the offices of the California State Building and Construction Trades Council in Sacramento, California within fourteen (14) calendar days of the selection of the arbitrator. All other procedures shall be as specified in the Plan.
13.4 All jurisdictional disputes shall be resolved without the occurrence of any strike, work stoppage, or slow-down of any nature, and the Employer’s assignment shall be adhered to Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
until the dispute is resolved. Individual employees violating this section shall be subject to immediate discharge.
13.5 Each Employer will conduct a pre-job conference with the Trades Council prior to commencing work. The City/EMID will be advised in advance of all such conferences and may participate if they wish. Pre-job conferences for different Employers may be held together.
ARTICLE XIV
MANAGEMENT RIGHTS
14.1 Consistent with the Master Agreements, the Contractor(s)/Employer(s) shall retain full and exclusive authority for the management of their operations, including the right to direct their work force in their sole discretion. No rules, customs or practices shall be permitted or observed which limit or restrict production, or limit or restrict the working efforts of employees, except that all lawful manning provisions in the Master Agreement shall be recognized.
ARTICLE XV
DRUG AND ALCOHOL TESTING
15.1 The use, sale, transfer, purchase and/or possession of a controlled substance, alcohol and/or firearms at any time on the Project site is prohibited.
15.2 Drug and alcohol testing shall be conducted in accordance with the substance abuse prevention policies set forth in the applicable Master Agreement.
ARTICLE XVI
SA VINGS CLAUSE
16.1 If any article, provision, clause, sentence or word of this Agreement is determined to be illegal or void as being in contravention of any applicable law, by a court of competent jurisdiction, the remainder of the Agreement shall remain in full force and effect. The parties further agree that if any article, provision, clause, sentence or word of the Agreement is determined to be illegal or void, by a court of competent jurisdiction, the parties shall substitute, by mutual agreement, in its place and stead, an article, provision, clause, sentence or word that will meet the objections to its validity and will be in accordance with its original intent.
16.2 In the event a decision of a court of competent jurisdiction materially alters the terms of this Agreement such that the intent of the parties is defeated, then the entire Agreement shall be null and void.
16.3 If a court of competent jurisdiction determines that all or part of the Agreement is invalid and/or enjoins the City/EMID from complying with all or part of the Agreement’s Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
provisions, and the City/EMID accordingly determines that compliance with this Agreement will not be required in order to perform work under a Construction Contract, the Unions will no longer be bound by the provisions of Article IV .
ARTICLE XVII
TERM
17.1 This Agreement shall be included in all bid documents, requests for proposals, or other equivalent Project solicitations, which shall indicate that entering into this Agreement is a condition of the award of a Construction Contract(s) for each Project.
17.2 This Agreement shall become effective on the day it is executed by the City/EMID and the Trades Council and shall apply until the Completion of each Project in accordance with Sections 1.4 and 2.2.
17.3 The Joint Administrative Committee shall meet on an annual basis to identify the budgetary status of each Project and any issues that may impact the construction of the Projects.
In addition, the City/EMID shall promptly notify the Trades Council of any circumstance which would likely prohibit or make impractical the construction of any Project.
17.4 In the event it is likely that a Project will not be advertised for bid by the City/EMID within five (5) years of the effective date of this Agreement, the City/EMID and the Trades Council shall meet and confer in good faith to identify a replacement project of comparable type and value to use as a substitute for that Project. Neither party may unreasonably withhold its agreement to the substitution of a Project. If such a substitute project is agreed upon, the parties shall memorialize that substitution by written amendment to this Agreement. If no substitute project is agreed upon, the City Council shall determine whether to continue to apply this agreement to the Project at issue, or in the alternative, which project, if any, shall serve as an appropriate substitute.
17.5 Five (5) years after the effective date of this Agreement, the City/EMID and the Trades Council shall meet to discuss potential application of this Agreement to additional City/EMID projects and if so, any necessary revisions.
ARTICLE XVIII
MISCELLANEOUS PROVISIONS
18.1 The section headings contained in this Agreement are inserted for convenience only and shall not affect in any way the meaning or interpretation of this Agreement. All defined terms used in this Agreement shall be deemed to refer to the singular and/or plural, in each instance as the context and/or particular facts may require.
Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
18.2 This Agreement may be executed in counterparts, such that original signatures may appear on separate pages and when bound together all necessary signatures shall constitute an original. Faxed or emailed signature pages transmitted to other parties to this Agreement shall be deemed the equivalent of original signatures.
18.3 Each of the persons signing this Agreement represents and warrants that such person has been duly authorized to sign this Agreement on behalf of the party indicated, and each of the parties signing this Agreement warrants and represents that such party is legally authorized and entitled to enter into this Agreement.
18.4 The parties acknowledge that this is a negotiated agreement, that they have had the opportunity to have this Agreement reviewed by their respective legal counsel, and that the terms and conditions of this Agreement are not to be construed against any party on the basis of such party’s draftsmanship thereof.
18.5 All defined terms used in this Agreement shall be deemed to refer to the singular and/or plural, in each instance as the context and/or particular facts may require.
[SIGNA TURES TO FOLLOW]
Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
CITY OF FOSTER CITY/ESTERO
MUNICIPAL IMPROVEMENT DISTRICT
By: _____ Date:
Name: Art Kiesel
Title: Mayor/President
APPROVED AS TO FORM
By: _____ Date:
Name: Benjamin Stock
Title: City Attorney/District Legal Counsel
ATTEST:
By: _____ Date:
Name: Priscilla Schaus
Title: City Clerk/District Secretary_
SAN MATEO COUNTY BUILDING AND
CONSTRUCTION TRADES COUNCIL
By: Date:
Name: Bart Pantoja ______
Title:
Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Business Manager | Secretary-Treasurer
5/13/2026 | 11:52 AM PDT
5/13/2026 | 4:25 PM PDT
5/13/2026 | 8:34 PM PDT
5/14/2026 | 8:44 AM PDT
Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
UNION SIGNATURES
Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
Addendum A
AGREEMENT TO BE BOUND
[Date]
[Addressee]
[Address]
Re: City of Foster City/Estero Municipal Improvement District Project Labor Agreement Agreement to be Bound
Dear ________________:
The undersigned confirms that it agrees to be a party to and bound by the City of Foster City/Estero Municipal Improvement District Project Labor Agreement (“Agreement”) as such Agreement may, from time to time, be amended by the parties or interpreted pursuant to its terms.
By executing this Agreement to be Bound, the undersigned subscribes to, adopts and agrees to be bound by the written terms of the legally established trust fund documents as set forth in Section
8.1 of the Agreement, as they may from time to time be amended, specifying the detailed basis upon which contributions are to be made into, and benefits made out of, such trust funds, and ratifies and accepts the trustees appointed by the parties to such trust funds. The undersigned agrees to execute a separate subscription agreement(s) for such trust funds when such trust fund(s) require(s) such document(s).
The obligation to be a party to and bound by the Agreement shall extend to all work covered by the City of Foster City/Estero Municipal Improvement District Project Labor Agreement undertaken by the undersigned. The undersigned shall require all of its subcontractors, of whatever tier, to become similarly bound for all their work within the scope of the Agreement by signing an identical Agreement to be Bound.
This letter shall constitute a subscription agreement, to the extent of the terms of the letter.
CONTRACTOR/SUBCONTRACTOR:
California Contractor License No. or Motor Carrier (CA) Permit No.:
Name of Authorized Person (print):
Signature of Authorized Person:
Title of Authorized Person:
Telephone Number of Authorized Person:
Address of Authorized Person:
State Public Works Registration Number:
Docusign Envelope ID: 7F032BA2-2135-882F-82F3-40A237F2C9A6 Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District
Addendum B
COVERED PROJECTS
This Agreement shall cover all phases of the following projects:
1. (CIP 301-717) Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project;
2. (CIP 455-719) Sanitary Sewer Lift Station Improvements – Phase 6
3. (CIP 301-698) Transportation Safety Signalization Upgrades
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