Agenda packet — Seal Beach City Council, May 11, 2026 (part 5 of 7)

On or before the 10th day of each month, the Contractor shall submit an invoice for payment to the Engineer. Said payment shall be in accordance with the Contract Documents and shall be in the amount accepted by the Engineer, less five percent (5%) of the amount accepted by the Engineer and less all previous payments made and sums to be kept or retained under the provisions of the Contract Documents. Payment will be made on or about thirty (30) Days following receipt of the invoice unless it is the subject of an audit by the City or is not properly submitted. A payment request is properly submitted if it contains all information necessary to document that the Work for which payment is requested has been performed, contains all required backup, including any materials required to be submitted to document compliance with the applicable Labor Code laws. Payments shall be made if the above conditions are satisfied and if funds are available for payment and the payment is not delayed due to an audit inquiry by the City or a dispute exists over the payment request.

No payment will be made for materials prior to the complete installation of the materials.

The unit and lump sum prices to be paid shall constitute full compensation for all labor, equipment, materials, tools and incidentals required to complete the Project as outlined in these Contract Documents and as directed by the Engineer. In accordance with Public Contract Code Section 7107, if no claims have been filed and are still pending, the amount deducted from the final estimate and retained by the City will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be withheld for any other lawful purposes. 7-2.2 Partial and Final Payment
For purposes of Section 7-3.2, the monthly closure date shall be the last Day of each month. A measurement of Work performed and a progress estimate of the value thereof based on the Contract and of the monthly payment shall be prepared by the Contractor and submitted to the Engineer before the tenth (10th) Day of the following month for verification and payment consideration. 7-2.2.1 Final Payment
The Engineer, after the completion of the Project, shall make a final determination of the amount of Work done thereunder, and the value of such Work, and the City shall pay the entire sum so found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the Contract Documents. The prior partial payments and estimates shall be subject to correction in the final estimate and payment.

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In processing the final payment estimate, the Engineer will invite the Contractor to review and discuss said final estimate during the seven (7) calendar day period following acceptance of the Work by the City.

It is mutually agreed between the parties to the Contract that no certificate given or payment made under the Contract, except the final certificate or final payment, shall be conclusive evidence of the performance of the Contract, either wholly or in part, and no payment shall be construed to be an acceptance of any defective Work or improper materials.

Retention or deposited securities shall be released to the Contractor sixty (60) calendar days after the date of completion as the term is defined by Section 7107(c) of the Public Contract Code.

In the event of a dispute between the Contractor and the Contractor, the City shall withhold from the final payment to the Contractor an amount not to exceed 150 percent of the disputed amount. 7-3.2.3 Retention
The City shall withhold not less than five percent (5%) from each progress payment. However, at any time after fifty percent (50%) of the Work has been completed, if the City Council finds that satisfactory progress is being made, it may, at its discretion, make any of the remaining progress payments in full for actual Work completed. The City shall withhold not less than five percent (5%) of the Contract Price from the Final Payment Amount (defined in Section 7-3.2.4) until at least thirty-five (35) days after recordation of the Notice of Completion, or recordation of a notice of acceptance or cessation, but not later than the period permitted by Public Contract Code Section 7107.
7-3.2.4 Final Invoice and Payment
Whenever the Contractor shall have completely performed the Contract in the opinion of the Engineer, the Engineer shall notify the City Clerk that the Contract has been completed in its entirety. The Contractor shall then submit to the Engineer a written statement of the final quantities of Contract items for inclusion in the final invoice. Upon receipt of such statement, the Engineer shall check the quantities included therein and shall authorize a payment amount, which in the Engineer’s opinion shall be just and fair, covering the value of the total amount of Work done by the Contractor, less all previous payments and all amounts to be retained under the provisions of the Contract Documents (“Final Payment Amount”). The Engineer shall then request that the City accept the Work and that the City Clerk be authorized to file, on behalf of the City in the office of the County Recorder, a Notice of Completion of the Work herein agreed to be done by the Contractor. In addition, the final payment will not be released until the Contractor returns the control set of Plans and Specifications showing the redlined as-built conditions. 7-3.2.5 Substitute Security
In accordance with Public Contract Code Section 22300, the Contractor may request that it be permitted to substitute securities in lieu of having retention withheld by the City from progress payments when such payments become due or, in the alternative, the Contractor may request that the City make payments of earned retentions directly to an agreed upon designated escrow agent at the Contractor’s expense. If the Contractor selects either one of these alternatives, the following shall control.

7.3.2.5.1 Substitution of Securities for Performance Retention At some reasonable time before any progress payment would otherwise be due and payable to the Contractor in the performance of Work under these Contract Documents, the Contractor may submit a request to the City in writing to permit the substitution of retentions with securities equivalent to the amount estimated by the City (“estimated amount of retention”) to be withheld. The Contractor shall deposit such securities with the City or may, in the alternative, deposit such securities in escrow with a State or federally chartered bank in California, as the escrow agent, at the Contractor’s expense. Such securities will be the equivalent or greater in value of the estimated amount of retention. If the Contract is SP-26
modified by written Modifications or Change Orders or the Contractor otherwise becomes entitled to receive an amount more than the Contract Price at the time the securities are deposited, the Contractor shall, at the request of the City, deposit with the City or escrow agent, whichever is applicable, additional securities within a reasonable time so that the amount of securities on deposit with the City or escrow agent is equivalent or greater in value than the amount of retention the City would otherwise be entitled to withhold from progress payments due or to become due to the Contractor as the Work progresses. The City shall withhold any retention amount that exceeds the security amount until the additional securities are deposited and, if the deposit is with an escrow agent, the City has confirmation from that escrow agent of the new total value of securities. Upon satisfactory completion of the Contract, which shall mean, among other things, that the City is not otherwise entitled to retain proceeds from progress payments as elsewhere provided in the Contract or under applicable law, the securities shall be returned to the Contractor. The City shall, within its sole discretion, determine whether the amount of the securities on deposit with the City or escrow agent is equal to or greater than the amount of estimated retention of progress payments that could otherwise be held by the City if the Contractor had not elected to substitute same with securities.
7-3.2.5.2 Deposit of Retention Proceeds with an Escrow Agent As an alternative to the substitution of securities, as provided above, or the City otherwise retaining and holding retention proceeds from progress payments, the Contractor may request the City to make payments of retentions earned directly to an escrow agent with the same qualifications as required in Section 7-3.2.5.1 above and at the expense of the Contractor. At its sole expense, the Contractor may direct the investment of such retention payments into only such securities as mentioned in Section 7-

3.2.5.4 below and shall be entitled to interest earned on such investments on the same terms provided for securities deposited by the Contractor. Upon satisfactory completion of the Contract, which shall mean when the City would not otherwise be entitled to withhold retention proceeds from progress payments had the Contractor not elected to have such proceeds deposited into escrow, the Contractor shall be allowed to receive from the escrow agent all securities, interest and payments deposited into escrow pursuant to the terms of this Section. The Contractor shall pay to each Subcontractor, not later than ten (10) Days of receipt of payment, the respective amount of interest earned, net of costs attributed to retention withheld from each Subcontractor, on the amount withheld to ensure performance of the Contractor. 7-3.2.5.3 Subcontractor Entitlement to Interest
If the Contractor elects to receive interest on any moneys withheld in retention by the City, then the Subcontractor shall receive the identical rate of interest received by the Contractor on any retention moneys withheld from the Subcontractor by the Contractor, less any actual pro rata costs associated with administering and calculating that interest. In the event that the interest rate is a fluctuating rate, the rate for the Subcontractor shall be determined by calculating the interest rate paid during the time that retentions were withheld from the Subcontractor. If the Contractor elects to substitute securities in lieu of retention, then, by mutual consent of the Contractor and the Subcontractor, the Subcontractor may substitute securities in exchange for the release of moneys held in retention by the Contractor. The Contractor shall pay each Subcontractor, not later than ten (10) Days after receipt of escrow moneys, the amount owed to each Subcontractor from the moneys plus the respective amount of interest earned, net of costs attributed to the retention held from each Subcontractor, on the amount of retention withheld to ensure performance of the Subcontractor.
7-3.2.5.4 Securities Eligible for Investment
Securities eligible for investment shall include those listed in Government Code Section 16430, bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed upon between the Contractor and the City. The Contractor shall be the beneficial owner of any securities substituted for any monies withheld and shall receive any interest thereon.
7-3.2.5.5 Escrow Agreement for Security Deposits in Lieu of Retention SP-27
The escrow agreement that shall be used for the deposit of securities in lieu of retention shall substantially conform to the form prescribed in Public Contract Code Section 22300(f). 7-3.2.5.6 Inconsistencies with Prevailing Statutory Requirements If there is any inconsistency between or differences in Public Contract Code Section 22300 and the terms of this provision, or any future amendments thereto, Section 22300 shall control. 7-3.5 Contract Unit Prices
7-3.5.2 Increases of More than 25 Percent
Should the actual quantity of an item of Work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 25 percent, payment for the quantity in excess of 125 percent of the Bid quantity shall be paid according to the Contract Unit Price. No adjustments in the Contract Unit Price will be allowed. 7-3.5.3 Decreases of More than 25 Percent
Should the actual quantity of an item of Work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, be less than 75 percent of the Bid quantity, an adjustment in Contract Unit Price will not be made.
7-3.8 Eliminated Items
Should any Bid item be eliminated in its entirety prior to the Notice to Proceed date, no payment will be made for said Bid Item. Should any Bid item be eliminated in its entirety after the Notice to Proceed date, payment will be made to the Contractor for its actual costs incurred in connection with the eliminated item prior to notification in writing from the Engineering so stating its elimination. 7-3.9 AUDIT
The City or its representative shall have the option of inspecting and/or auditing all records and other written materials used by the Contractor in preparing its billings to the City as a condition precedent to any payment to the Contractor or in response to a construction claim or a Public Records Act (Government Code Section 6250 et seq.) request. The Contractor will promptly furnish documents requested by the City at no cost. Additionally, the Contractor shall be subject to State Auditor examination and audit at the request of the City or as part of any audit of the City, for a period of three (3) years after final payment under the Contract. The Contractor shall include a copy of this Section 7-3.9 in all contracts with its Subcontractors, and the Contractor shall be responsible for immediately obtaining those records or other written material from its Subcontractors upon a request by the State Auditor or the City. If the Project includes other auditing requirements, those additional requirements will be listed in the Special Provisions.
7-3 PAYMENT FOR EXTRA WORK
7-3.3 Markup
7-3.3.1 Work by the Contractor
Add to this section: Except as agreed upon by the parties or as provided herein, Section 7-3 or 7-4 of the Standard Specifications shall govern the payment of costs for Work performed pursuant to change orders.

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Except as otherwise provided, the Contractor shall be entitled to a mark-up (consisting of reasonable profit and overhead costs) of a maximum amount not to exceed:
• Labor 15%
• Materials 15%
• Equipment Rental 15%
• Other Items & Expenditures 15%
for Work performed pursuant to a change order. Such mark-up shall be the sole monetary compensation to which the Contractor shall be entitled above the actual cost for performing such Work.
7-4.3.2 Work by the Subcontractor
When all or any part of the extra Work is performed by a Subcontractor, the markup established in subsection 7-4.3.1 shall be applied to the Subcontractor’s actual cost of such Work. A markup of fivepercent (5%) of the subcontracted portion for the extra Work may be added by the Contractor.

SECTION 8 - FACILITIES FOR AGENCY PERSONNEL
8-1.1 GENERAL
No field offices for City personnel shall be required; however, City personnel shall have the right to enter upon the Project at all times and shall be admitted to the offices of the Contractor to use the telephone, desk and sanitary facilities provided by the Contractor for its own personnel.

Section 9 is hereby added to Part 1 of the Standard Specifications, as follows:

SECTION 9 - ADDITIONAL TERMS
9-1 NONDISCRIMINATORY EMPLOYMENT
The Contractor shall not unlawfully discriminate against any individual based on race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation or military and veteran status. The Contractor understands and agrees that it is bound by and will comply with the nondiscrimination mandates of all statutes and local ordinances and regulations. 9-2 CONTRACTOR’S RESPONSIBILITY FOR WORK
Until the final acceptance of the Work by the City Council in accordance with Section 3-13.2 of the General Provisions, the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to any part of the Work by the action of the elements, criminal acts, or any other cause. The Contractor shall rebuild, repair, restore and make good all injuries or damages to any portion of the Work occasioned by any cause before its completion and acceptance and shall bear the expense thereof, except for such injuries or damages arising from the sole negligence or willful misconduct of the City, its officers, agents or employees. In the case of suspension of Work from any cause whatever, the Contractor shall be responsible for all materials and the protection of Work already completed, shall properly store and protect them if necessary, and shall provide suitable drainage and erect temporary structures where necessary.

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9-3 PROCEDURE IN CASE OF DAMAGE TO PUBLIC PROPERTY
Any portions of curb, gutter, sidewalk or any other City improvement damaged by the Contractor during the course of construction shall be replaced by the Contractor at its own cost. The cost of additional replacement of curb, gutter or sidewalk in excess of the estimated quantities shown in the Bid form and Specifications, and found necessary during the process of construction (but not due to damage resulting from carelessness on the part of the Contractor during its operation), shall be paid to the Contractor at the unit prices submitted in his/her Bid.
9-4 REMOVAL OF INTERFERING OBSTRUCTIONS
The Contractor shall remove and dispose of all debris, abandoned structures, tree roots and obstructions of any character encountered during the process of excavation. It is understood that the cost of any such removals are made a part of the unit price bid by the Contractor under the item for excavation or removal of existing Work.
9-5 SOILS ENGINEERING AND TESTING
A certified materials testing firm may be retained by the City to perform materials tests during the Contractor’s entire operation to ascertain compliance with the Contract requirements. The City shall be responsible for the first series of tests. If the initial tests do not meet the Contract requirements, the Contractor shall bear the cost of all subsequent tests.

If the City requires other tests or more specific requirements for testing regarding this Project, those details will be included in the Special Provisions.
9-6 ACCESS TO PRIVATE PROPERTY
Unless otherwise stated in the Special Provisions, the Contractor shall be responsible for all fees and costs associated with securing permission to access private property for any portion of the Project. 9-7 CLAIM DISPUTE RESOLUTION
In the event of any dispute or controversy with the City over any matter whatsoever, the Contractor shall not cause any delay or cessation in or of Work, but shall proceed with the performance of the Work in dispute. The Contractor shall retain any and all rights provided that pertain to the resolution of disputes and protests between the parties. The disputed Work will be categorized as an “unresolved dispute” and payment, if any, shall be as later determined by mutual agreement or a court of law. The Contractor shall keep accurate, detailed records of all disputed Work, claims and other disputed matters.

All claims arising out of or related to the Contract Documents or this Project, and the consideration and payment of such claims, are subject to Public Contract Code Section 9204 and Public Contract Code Section 20104 et seq. (Article 1.5), where applicable. This Contract hereby incorporates those provisions as though fully set forth herein. For purposes of this Section, “claim” means a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested, for (i) a time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City, (ii) payment by the City of money or damages arising from work done by, or on behalf of, the Contractor pursuant to the Contract Documents, payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or (iii) payment of an amount that is disputed by the City. The Contractor or any Subcontractor must file a claim in accordance with Section 9204 and Article 1.5 (if applicable), and must then adhere to Section 9204 and Article 1.5 (as applicable).

In addition to compliance with Public Contract Code Section 9204 and Article 1.5, filing a claim in accordance with the Government Claims Act (Government Code Section 810 et seq.) is a prerequisite to filing any lawsuit against the City relating to this Contract.

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9-8 THIRD PARTY CLAIMS
The City shall have full authority to compromise or otherwise settle any claim relating to the Project at any time. The City shall timely notify the Contractor of the receipt of any third-party claim relating to the Project. The City shall be entitled to recover its reasonable costs incurred in providing this notice. 9-9 COMPLIANCE WITH LAWS
The Contractor shall comply with all applicable federal, State and local laws, ordinances, codes and regulations in force at the time the Contractor performs pursuant to the Contract Documents. 9-10 REQUIREMENT TO MITIGATE THE SPREAD OF COVID-19.

The Contractor and all subcontractors for the Work shall comply with all applicable Federal, State, Los Angeles County, and City statutes, regulations, orders, and ordinances regarding COVID-19 Infection Prevention. This requirement specifically includes, without limitation, compliance with the “Safety and Health Guidance COVID-19 Infection Prevention in Construction” issued by the California Department of Industrial Relations, Division of Occupational Safety and Health and Safety on October 27, 2020 and as may be amended from time to time by the Department.

Prior to the pre-construction meeting, the Contractor shall submit to the City a “COVID-19 Mitigation Program” implementing these requirements and shall post the COVID-19 Mitigation Program on the project site in a manner designated by the City’s Project Manager. The failure of employees or workers of the Contractor and all subcontractors on the Work to comply with these requirements shall be a default per Section 6-4.1, and may also result in a suspension of the Work pursuant to Section 6-3. Contractor acknowledges that, in the event that the Engineer suspends the Work as a result of such failure by Contractor or one of its subcontractors to comply with these requirements, City is not responsible for the delay, and that pursuant to Section 6-6.3 the Contractor is not entitled to compensation. The Contractor shall also pay to the City the costs and expenses incurred by the City resulting from the failure of employees of the Contractor and all subcontractors on the Work to comply with these requirements including, but not limited to, the salaries and benefits for City employees who are unable to work due to exposure to COVID-19 as a result of such failure, and workers compensation benefits and expenses.

Delays in the Work resulting from Contractor’s or its subcontractor’s failure to comply with these regulations shall not be considered an unforeseen event entitling Contractor to an extension of time or payment for delay pursuant to Section 6-6 of the Standard Specifications. 9-11 CONTRACTOR’S REPRESENTATIONS
By signing the Contract, the Contractor represents, covenants, agrees, and declares under penalty of perjury under the laws of the State of California that: (a) the Contractor is licensed, qualified, and capable of furnishing the labor, materials, and expertise necessary to perform the services in accordance with the terms and conditions set forth in the Contract Documents; (b) there are no obligations, commitments, or impediments of any kind that will limit or prevent its full performance under the Contract Documents; (c) there is no litigation pending against the Contractor that could adversely affect its performance of the Contract, and the Contractor is not the subject of any criminal investigation or proceeding; and (d) to the Contractor’s actual knowledge, neither the Contractor nor its personnel have been convicted of a felony. 9-12 CONFLICTS OF INTEREST
The Contractor agrees not to accept any employment or representation during the term of the Contract or within twelve (12) months after acceptance as defined in Section 3-13.2 of the General Provisions that is or may likely make the Contractor “financially interested,” as provided in Government Code Sections 1090 and 87100, in any decisions made by the City on any matter in connection with which the Contractor has been retained pursuant to the Contract Documents.

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9-13 APPLICABLE LAW
The validity, interpretation, and performance of these Contract Documents shall be controlled by and construed under the laws of the State of California, excluding California’s choice of law rules. Venue for any such action relating to the Contract shall be in the Superior Court with geographic jurisdiction over the City.
9-14 TIME
Time is of the essence in these Contract Documents.
9-15 INDEPENDENT CONTRACTOR
The Contractor and Subcontractors shall at all times remain, as to the City, wholly independent contractors. Neither the City nor any of its officials, officers, employees or agents shall have control over the conduct of the Contractor, Subcontractors, or any of their officers, employees, or agents, except as herein set forth, and the Contractor and Subcontractors are free to dispose of all portions of their time and activities that they are not obligated to devote to the City in such a manner and to such Persons that the Contractor or Subcontractors wish except as expressly provided in these Contract Documents. The Contractor and Subcontractors shall have no power to incur any debt, obligation, or liability on behalf of the City, bind the City in any manner, or otherwise act on behalf of the City as agents. The Contractor and Subcontractors shall not, at any time or in any manner, represent that they or any of their agents, servants or employees, are in any manner agents, servants or employees of the City. The Contractor and Subcontractors agree to pay all required taxes on amounts paid to them under the Contract, and to indemnify and hold the City harmless from any and all taxes, assessments, penalties, and interest asserted against the City by reason of the independent contractor relationship created by the Contract Documents. The Contractor shall include this provision in all contracts with all Subcontractors. 9-16 CONSTRUCTION
In the event of any asserted ambiguity in, or dispute regarding the interpretation of any matter herein, the interpretation of these Contract Documents shall not be resolved by any rules of interpretation providing for interpretation against the party who causes the uncertainty to exist or against the party who drafted the Contract Documents or who drafted that portion of the Contract Documents. 9-17 NON-WAIVER OF TERMS, RIGHTS AND REMEDIES
Waiver by either party of any one (1) or more of the conditions of performance under these Contract Documents shall not be a waiver of any other condition of performance under these Contract Documents.

In no event shall the making by the City of any payment to the Contractor constitute or be construed as a waiver by the City of any breach of covenant, or any default that may then exist on the part of the Contractor, and the making of any such payment by the City shall in no way impair or prejudice any right or remedy available to the City with regard to such breach or default. 9-18 TERM
The Contract is effective as of the Effective Date listed, and shall remain in full force and effect until the Contractor has fully rendered the services required by the Contract Documents or the Contract has been otherwise terminated by the City. However, some provisions may survive the term listed within this Section, as stated in those provisions.
9-19 NOTICE
Except as otherwise required by law, any notice or other communication authorized or required by these Contract Documents shall be in writing and shall be deemed received on (a) the day of delivery if delivered by hand or overnight courier service during the City’s regular business hours or (b) on the third SP-32
(3rd) business day following deposit in the United States mail, postage prepaid, to the addresses listed on the Contractor’s Bid and City Hall, or at such other address as one party may notify the other. 9-20 SEVERABILITY
If any term or portion of these Contract Documents is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of these Contract Documents shall continue in full force and effect.

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PART 2

CONSTRUCTION MATERIALS
PART 2 – CONSTRUCTION MATERIALS
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 2 (Construction Methods) of the Standard Specifications, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall control.

SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE.
201-1.1 Requirements
201-1.1.2 Concrete Specified by Class.

Concrete Curb, Gutter, Curb and Gutter, Sidewalk, Ramp 560-C-3250 Concrete Cross Gutter, Rolled Curb, Alley Intersections, Driveways 560-C-3250 Storm Drain, Local Depressions, and Miscellaneous Structures 560-C-3250 Curing Compound Type I D
Concrete mix design shall be submitted to the Engineer a minimum of ten (10) Days prior to installation. 201-1.2 Materials.
201-1.2.1 Portland Cement
Type II/V Portland cement shall be used.
201-1.2.5.3 Fly Ash.

The use of fly ash will not be allowed.
201-2 REINFORCEMENT FOR CONCRETE
201-2.2.1 Reinforcing Steel.

Reinforcing steel shall be deformed bars conforming to ASTM A615 or A706 Grade 60. Unless otherwise noted, bars shall be galvanized after fabrication in accordance with ASTM A767/A, Class 1, except that chromating is not required.
201-3.1 EXPANSION JOINT FILLER AND JOINT SEALANTS.
201-3.1 General
Expansion joints shall be placed in curb and gutter at 80 feet intervals and valley gutters and sidewalks at 40 feet intervals with joint sealants (gray color) and at the BCR and ECR and around utility poles.

Dowels for contact joints shall be #4 galvanized bars 18 inches long. Weakened plane joints shall be at 10 feet intervals.

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201-3.5 Type “B” Sealant (Preformed Elastomeric Sealant).

Elastomeric sealant shall be gray in color.
201-4 CONCRETE CURING MATERIALS
201-4.1.1 General.

Concrete curing compound shall be Type 1 (clear or translucent).

SECTION 203 - BITUMINOUS MATERIALS
203-5 SLURRY SEAL
203-5.1 General
Slurry seal shall be emulsion-aggregate slurry (EAS) conforming to section 203-5.4, unless otherwise noted.
203-5.4 Emulsion-Aggregate Slurry (EAS)
203-5.4.1 General
Emulsion-aggregate slurry (EAS) shall be Type II-CQS-1h conforming to section 203-3. 203-5.4.2 Materials
203-5.4.2.2 Emulsified Asphalt
Emulsified asphalt shall be of the quick-set type.
203-5.4.2.4 Latex
Latex shall be Ultrapave 65K produced by Textile Rubber and Cement Company, Inc., or equal as approved by the Engineer in advance of ordering the latex additive. It shall be added to the emulsified asphalt by the co-mill method at the emulsion plant at the rate of 2½ percent of weight of the emulsified asphalt. Latex-added emulsified asphalt shall be kept in a suspended state by an agitating mixer and mixed every three days.
203-6 ASPHALT CONCRETE.
203-6.4 General.

Performance graded (PG) asphalt binder shall be PG 64-10 and conform to Table 203-1.2.

Asphalt Concrete for roadway pavement, overlay, full depth surface course, trench resurfacing, slot paving, and patching shall be Type C2 PG 64-10.

Asphalt concrete for skin patching shall be Type D2 PG-64-10.

Asphalt concrete for A.C. curbs and berms shall be D-PG 70-10 with 1% additional binder in a mix design approved by OC Public Works Materials Laboratory per County of Orange, OC Public Works Standard Plan 1805.

The contact surfaces of all cold pavement joints, curbs, gutters, etc. shall be painted with Grade SS- 1h emulsified asphalt immediately before the adjoining A.C. pavement is placed.

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Finished surface of the new pavement at the edge of gutter shall be flush with the edge of the gutter in all crosswalk areas and shall be 3/8” higher than the lip of gutter in all other areas.

The Contractor shall prevent the formation of carbonized particles caused by overheating asphalt during manufacturing or construction.

Asphalt mix design shall be submitted to the Engineer a minimum of ten (10) Days prior to installation. 203-11 ASPHALT RUBBER HOT MIX (ARHM)
Composition and grading shall be ARHM-GG-C
203-17 CRACK SEAL
203-17.1 General
Crack sealing material shall be RW 306 R sealant and per the following specifications:

TEST REQUIREMENT
Pen @ 77 degrees F (ATSM D-3407) 25 (+/-5)
Pen @ 115 degrees F (ASTM D-3407) 70 max.

Softening Point 210-220 ⁰F
Ductility @ 77 degrees F, 5cm/min 30 min
Force Ductility 4 max
Resilience 50-60
Brookfield Viscosity @ 380 degrees F 20-30 poise
Flow @ 140 degrees F 0 max
Flexibility (90 degree bend in 2 sec. over 1 1/8 mandrel. No cracks. pass @ 0 ⁰F

SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND

PAVEMENT MARKERS
214-4 PAINT FOR STRIPING AND MARKINGS
214-4.1 General
Temporary striping shall be Rapid Dry paint. Final striping shall be reflectorized thermoplastic, unless otherwise noted.
214-6 PAVEMENT MARKERS
All pavement markers shall comply with Section 84 of the State of California Standard Specifications. 214-6.3 Non-Reflective Pavement Markers
214-6.3.1 General
All new non-reflective pavement markers Types A and AY shall be ceramic.

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214-6.4 Retroreflective Pavement Markers
214-6.4.1 General
All retroreflective pavement markers shall be 3M Series 290 with glass-covered faces, or approved equal.

PART 3

CONSTRUCTION METHODS
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 3 (Construction Methods) of the Standard Specifications, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall control.

SECTION 300 - EARTHWORK
300-1 CLEARING AND GRUBBING
300-1.1 General
The Clearing and Grubbing work items identified in Section 300-1 shall include the following: removal and/or relocation of any native or non-native interfering items or structures encountered; replacement of any damaged grass or landscaped areas impacted by the construction activities; tree, shrub, and ground cover trimming; mailbox and sign relocation; roof and curb drain relocation.

Trees and plants that are not to be removed shall be fully protected from injury by the Contractor at its expense. Trees and plants that are removed shall be done in such a manner as not to injure adjacent trees, plants, and improvements which are to be preserved.

The Contractor shall maintain the job site in a clean and safe condition. The Contractor shall remove any broken concrete, debris or other deleterious material from the job site at the end of each workday or as directed by the Engineer.

Non reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse and the Contractor’s expense. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill.

The Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. The Contractor shall report said tonnage monthly to the Engineer on a form provided by the Engineer and provide appropriate confirmation documentation from the recycling facility.

The Contractor shall dispose of all excess or waste material and shall include all fees for such disposal in the appropriate Bid items.
300-1.2 Root Pruning and Tree Trimming

The Contractor shall have a licensed Arborist, approved by the Engineer, directing all tree pruning operations and all trimming of roots in excess of 2” diameter on the Project. In the event a tree that is to be protected is damaged and must be removed due to Contractor negligence, the Contractor shall reimburse the City for the full appraised value of said tree.

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300-2 UNCLASSIFIED EXCAVATION
300-2.1 General

Unclassified excavation shall consist of, but not limited to, all sawcutting, excavation, including roadways, bituminous pavement, and concrete pavement, curb and roof/curb drain relocations, walk, gutters, structural encounters, cross gutters, driveways, access ramps, alley intersections, and any native/non-native items necessary to accommodate the Work, and the disposal of such items.

Improvements removed without prior approval of the Engineer are subject to replacement at the Contractor’s cost. Sidewalks to be removed to nearest score line or joint.

In addition to those items specified in Section 300-2.1, unclassified excavation shall include all grading, shaping, excavation, compacting, subgrade preparation, consolidating or other Work that is needed to establish the final profiles and subgrade for to accommodate Contract improvements. 300-2.1.1 Requirements

Bituminous pavement shall be removed to neatly sawed edges as required by the Engineer. Saw cuts shall be full depth. Where only the surface of existing bituminous pavement is to be removed, the method of removal shall be approved by the Engineer, and a minimum laying depth of 1 inch (25mm) of new pavement material shall be provided at the join line. Where bituminous pavement adjoins a trench, the edges adjacent to the trench shall be saw cut to neat straight lines before resurfacing to ensure that all areas to be resurfaced are accessible to the rollers used to compact the subgrade or paving materials.
300-2.2 Unsuitable Material.
300-2.2.2 Wet Material
Subsection 300-2.2.2 of the Standard Specifications is hereby deleted and replaced with the following:

If required excavated material is unsatisfactory for use as backfill solely because of high moisture content, the Contractor shall provide imported backfill per the requirements of Subsection 306-1.3.7 of the Standard Specifications. If such high moisture content is not the result of any action on the part of the Contractor, or inaction in protecting the Work during the course of the Contract, the imported backfill will be paid in accordance with Section 3. This price shall include all costs associated with transporting and disposing of any excess material away from the Project site, with no additional compensation allowed therefor. Otherwise, the Work and material shall be at the expense of the Contractor. 300-2.6 Surplus Material
It shall be the Contractor’s responsibility to remove and dispose of all excess material resulting from earthwork operations, including excavated pavement fabric and material of any character that is not suitable for use in fill or backfill. Any excess material not needed for the Project shall be removed from the Project by the Contractor and disposed of in compliance with local, state and federal regulations.

SECTION 301 – SUBGRADE PREPARATION, TREATED MATERIALS, AND

PLACEMENT OF BASE MATERIALS
301-1 SUBGRADE PREPARATION
301-1.3 Relative Compaction
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Prior to constructing A.C. Pavement Base Course, the Contractor shall recompact 12” of the existing subgrade to a relative compaction of 95%.

SECTION 302 - ROADWAY SURFACING
302-1 CRACK SEAL
302-1.1 General
The Contractor shall apply herbicide to all vegetation one week prior to removal and crack sealing.

Removal of vegetation shall consist of routing out cracks to ensure proper vegetation removal from all cracks. Cracks shall be cleaned using heat lance at approximately 2800 degrees to destroy any vegetation root or seed that may be left behind to prevent any further growth. The heat lance application will also clean out all dirt, sand, debris, and moisture. 302-1.2 Sealant Application
Sealant shall be applied in prepared cracks at a temperature of approximately 380 degrees Fahrenheit.

No more than a 2½” wide and 1/16” thick strip of material shall be applied to pavement surface.

Squeegeeing of sealant will not be acceptable due to the inability to consistently meet the required configuration. Any excess sealant material shall be removed from asphalt surfaces.

All cracks greater than 1-inch shall be tack-coated and filled with hot asphalt concrete and rolled flush. 302-4 SLURRY SEAL SURFACING
302-4.8 Spreading and Application
Prior to beginning slurry seal operations, the Contractor shall furnish current licensed weighmaster’s certificates indicating the net weight capacity of the aggregate bin of each slurry mixer. Except for partial loads to complete a day’s schedule, or for patching, each mixer shall be filled to its rated capacity and the Engineer and the Contractor shall keep a daily count of the number of loads and/or partial loads applied to the streets by each slurry mixer. Each aggregate bin shall have permanent calibration marks in maximum increments of 2 tons.

Each slurry crew shall be composed of a coordinator at the Project site at all times, a competent quick-set mixing operator, a competent driver, and sufficient laborers for any handwork, cleanup, and barricading.

Slurry shall not be applied prior to 8:00 a.m. and shall not be applied after 1:00 p.m., unless approved by the Engineer. Approval of application after 1:00 p.m. will only be for the purpose of completing the section of Work that is underway. Slurry seal shall be sufficiently cured for vehicle traffic without tracking or damage to the surface by 3:00 p.m. on the same day.

In case of damage caused by vehicles and/or pedestrians upon slurry that has not been sufficiently cured, the Contractor shall replace all of the damaged Work at the Contractor’s expense and no additional compensation shall be made by the City. Upon completion of the day’s slurry seal, streets and parking lots shall be temporarily striped within 24 hours. All Stop Bars shall be temporarily striped on the same day before the street is reopened to traffic. Final striping and marking shall be installed no more than ten (10) Days after placement of slurry seal.

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Prior to applying slurry seal, the Contractor shall clean all work surfaces and remove all loose materials, vegetation, oil, and other foreign material. Additionally all locations with weeds shall be treated by an approved weed-killer before any slurry seal is applied. 302-4.9 Field Sampling and Testing
The Contractor shall slurry seal test sections within the construction limits for each batch of slurry seal mix upon the direction of the Engineer. The Contractor shall apply the slurry seal test sections as directed by the Engineer. No slurry seal shall be applied until the test slurry seal sections have been approved by the Engineer. The costs of these slurry seal tests shall be included in the Contract price paid for slurry seal and no additional compensation shall be made by the City. Field samples that do not meet the requirements of Table 302-4.9.1 shall be re-tested. The Contractor shall be responsible for all costs associated with the re-testing of field samples that do not meet the requirements. 302-5.4 Tack Coat
Tack coat material shall be Grade SS-1h emulsified asphalt. Tack coat shall be applied at a rate of 0.05 gallons per square yard.

Section 302-5.5 Distribution and Spreading
The asphalt concrete pavement shall conform to the following specifications:
8” Base Course: B-PG 64-10

Section 302-5.6 Rolling
Rolling along a joint shall be such that the widest part of the roller is on the hot side of the joint.

Section 302-5.7 Joints
Joint lines between successive runs shall be on lane lines.

SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION
303-1 CONCRETE STRUCTURES.
303-1.2 Subgrade for Concrete Structures.

All roots shall be removed from subgrade within two inches of concrete structures. Root barrier locations to be determined by the Engineer prior to Work. Root barriers and root pruning shall conform to SPPWC Standard No. 523-2.
303-1.8 Placing Concrete.
303-1.8.1. General.

Curb and gutter shall not be placed monolithic with other concrete improvements, such as curb ramps or sidewalk. A cold joint is required at the back of curb. Scoring shall match adjacent scoring pattern. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS.
303-5.1 Requirements
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303-5.1.1 General.

1. Driveway approaches shall be reconstructed and open for use within three calendar days after the commencement of driveway approach removal.

2. Curb access ramps, sidewalks, curb and gutter shall be reconstructed and open for use within five calendar days after commencement of their removal.

3. All curb and gutter shall be constructed on top of 10 inches of 95 percent relative compacted subgrade.

4. Reconstructed sidewalk shall be open to public use on the day following concrete placement.

5. All forms shall be removed, irrigation systems shall be repaired, and backfill or patch back shall be replaced within 72 hours following concrete placement.

6. All damaged private improvements shall be repaired in-kind to the satisfaction of the respective owner within 72 hours of reconstruction Work.

7. P.C.C. work subjected to vehicle loads such as driveways and gutters shall not be opened to traffic until the concrete has cured to a minimum strength of 3,000 psi. The Contractor shall detour traffic around such Work until the Work is ready for public use.

8. Contractor shall be responsible for protecting all new concrete from vandalism. 303-5.1.4 Truncated Dome.

Curb ramp detectable warning surface shall consist of raised truncated domes installed on curb ramps in conformance with Caltrans Standard Detail A88A and these special provisions. Unless otherwise noted, the detectable warning surface shall be prefabricated, cast-in-place, or stamped into the surface of the curb ramp. Detectable surfaces that are attached to the top of the ramp or non-flush set surfaces are not allowed. The color of the detectable warning surface shall be dark gray conforming to Federal Standard 595B.

Prefabricated detectable warning surface shall be in conformance with the requirements established by the Department of General Services, Division of State Architect and be attached in conformance with the manufacturer's recommendations.

The finished surfaces of the detectable warning surface shall be free from blemishes.

The manufacturer shall provide a written minimum 5-year warranty for prefabricated detectable warning surfaces, guaranteeing replacement when there is defect in the dome shape, color fastness, sound-oncane acoustic quality, resilience, or attachment. The warranty period shall begin upon acceptance of the Contract.
303-5.4.1 Joints
303-5.4.1 General
Joints in concrete curb, gutter, and walk shall be designated as expansion and weakened plane joints and shall adhere to the guidelines as set forth in the Greenbook and on the Contract Documents. Expansion joints required every 20’ on sidewalks and every 40’ on curb and gutter. Additional expansion joints may be required as directed by the Engineer. The Contractor shall sawcut all existing concrete joints prior to be joined to existing improvements, unless otherwise directed by the Engineer. Sealant shall be used in curb and gutter expansion joints.
303-5.5 Finishing
303-5.5.2 Curb
“The Contractor shall install or replace curb markings that indicate sewer or water lateral or water valve locations on the face of the curb. The Contractor shall mark the curb with a chiseled “S” or “W” for sewer SP-41
or water lateral and a chiseled “V-X” for water valve locations. “X” shall indicate the number of feet from the curb face to the valve.
303-5.5.3 Walk
Unless otherwise noted, walk shall be given a medium-broom finish applied transversely to the centerline. 306-13 TRENCH RESURFACING
306-13.1 Temporary Resurfacing
Temporary patching of the trench is required immediately after backfilling in the paved or surfaced portions of the street. The Contractor shall be responsible for maintaining said temporary patching at all times, until permanent resurfacing has been completed by the Contractor.

The cost of furnishing, placing, maintaining, removing and disposing of temporary resurfacing material shall be included in the Contract unit price bid for the various items of Work involved and no additional compensation will be allowed.
303-7 COLORED CONCRETE
303-7.1 General
Colored concrete shall be procured by Method B – Integral color.

SECTION 306 - OPEN TRENCH CONDUIT CONSTRUCTION
306-3.1 GENERAL
Pursuant to Public Contract Code Section 7104, if the project involves trenching more than four (4) feet deep, Contractor shall promptly and before the following conditions are disturbed notify the City in writing of any:
a. Material that Contractor believes may be material that is hazardous waste, as defined in California Health and Safety Code Section 25117, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law; and/or b. Subsurface or latent physical conditions at the site differing from those indicated; and/or c. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract.
d. As required by Labor Code Section 6705 and in addition thereto, whenever work under the Contract that involves an estimated expenditure in excess of twenty-five thousand dollars ($25,000) for the excavation of any trench or trenches five (5) feet or more in depth, Contractor shall submit for acceptance by City in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards established by the Construction Safety Orders of the Division of Industrial Safety, the plan shall be prepared by a registered civil or structural engineer employed by Contractor, and all costs therefor shall be included in the price of the Contract. Nothing in this provision shall be deemed to allow the use of a shoring, sloping, or other protective system less effective than that required by the Construction Safety Orders. Nothing in this provision shall be construed to impose tort liability on the City or on any City officer, agent, consultant, representative, or employee. All plans, processing and shoring costs are Contractor’s SP-42
responsibility and must be included in Contractor’s bid.

SECTION 314 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND

PAVEMENT MARKERS
314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-2.1 General
The Contractor shall remove all existing traffic striping and pavement markings prior to application of slurry seal by a method approved by the Engineer.
314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-4.1 General
All temporary traffic striping and markings shall be applied in one coat of paint as soon as possible within 24 hours after the finish course has been applied.

All Stop Bars shall be temporarily striped on the same day before the street is reopened to traffic. 314-4.2 Control of Alignment and Layout
The Contractor shall perform all layout, alignment, and spotting. The Contractor shall be responsible for the completeness and accuracy of all layout alignment and spotting. Traffic striping shall not vary ½ inch in 40 feet from the existing alignment. The Contractor shall mark or otherwise delineate the new traffic lanes and pavement markings within 24 hours after the removal or covering of existing striping or markings. No street shall be without proper striping over a weekend or holiday. Stop Bars shall be painted before the end of each Day.
314-4.4 Thermoplastic Traffic Striping and Pavement Markings The Contractor shall inventory the entire Project limits prior to the start of Work. The Contractor shall place all striping and markings with reflectorized thermoplastic, upgraded to the current standards, inkind.

The Contractor shall “cat track” for stripings and markings no later than 24 hours after application of slurry. The Contractor shall notify the Engineer when “cat tracking” is completed and ready for review.

The final reflectorized thermoplastic striping shall not be applied until the slurry seal has been in place for at least 7 calendar days. Thermoplastic striping shall be applied at 0.45 mm minimum thickness for all striping except crosswalks and limit lines. Thermoplastic striping shall be applied at 0.90 mm minimum thickness at all crosswalks and limit lines.

If the Contractor fails to perform the striping as specified herein, the Contractor shall cease all Contract Work until the striping has been properly performed. Such termination of Work shall require the Contractor to re-install “NO PARKING, TOW-AWAY” signs and re-notify the affected residents and businesses at the Contractor’s sole expense. In addition, if the Contractor removes, covers, or damages existing striping and/or raised pavement markers outside of the Work area Contractor shall re-stripe and/or replace such Work items at the Contractor’s expense.

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314-4.4.2 Surface Preparation
Primer shall be applied to concrete surfaces prior to application of thermoplastic striping. The primer shall be formulated for the intended application.
314-5 PAVEMENT MARKERS
314-5.1 General
Raised pavement markers shall not be placed until the finish course pavement or slurry has been in place for at least 15 calendar days.

PART 4

EXISTING IMPROVEMENTS
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 4 (Existing Improvements) of the Standard Specifications, except as otherwise indicated herein.

In the event of any conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall control.

SECTION 400 - PROTECTION AND RESTORATION
400-1 GENERAL
All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or reestablishing existing improvements shall be included in the Bid.

The second paragraph of subsection 400-1 is hereby deleted and replaced with the following:

The Contractor shall relocate, repair, replace, or reestablish all existing improvements within the Project limits which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, sprinkler systems, drains, signage, striping, markings, utility installations, pavements, structures, landscaping, etc.), or damaged or removed as a result of Contractor’s operations. This Work shall also include the replacement, relocation, and/or reconstruction of private improvements that are impacted by the Project, including, but not limited to, those impacts associated with Project construction activities in the vicinity of the downstream limits of the Project.

Where existing or Project-constructed traffic striping, pavement markings, raised pavement markers, and curb markings are damaged or their reflectivity reduced by the Contractor's operations, such striping or markings shall also be considered as existing improvements and the Contractor shall repaint or replace such improvements within three (3) Days of final paving. Temporary striping and markers shall be placed until permanent improvements are installed.

Relocations, repairs, replacements, or reestablishments shall be at least equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified. 400-2 PERMANENT SURVEY MARKERS
The Contractor shall, prior to the beginning of Work, inspect the Project for existing survey monuments, property corners, and centerline ties, and then schedule a meeting with the Engineer to review the SP-44
location of the monuments. The Contractor shall protect all survey monuments during construction operations.

In the event that existing survey monuments, corners, or ties are removed or otherwise disturbed during the course of the Work, the Contractor’s California Registered Land Surveyor shall restore the affected survey monuments, corners or ties. The Contractor’s Licensed Surveyor shall file the required Record of Survey or Corner Records with the County of Orange upon restoration Existing street centerline ties and property corner monuments are to be preserved. The Contractor shall be responsible for the cost of restoring all survey ties and/or monuments damaged by the Work 400-3 PAYMENT

No separate or additional payment will be made for 1) protection of existing improvements, and 2) restoration of existing improvements. Permanent survey markers will be restored by the Contractor at its own expense.

SECTION 402 - UTILITIES
402-1 LOCATION
The location and existence of any underground Utility or substructure has not been obtained. The methods used and costs involved to locate existing elements, points of connection and all construction methods are the Contractor’s sole responsibility. Accuracy of information furnished, as to existing conditions, is not guaranteed by the City. The Contractor, at its sole expense, must make all investigations necessary to determine locations of existing elements, which may include contacting Underground Service Alert and other private underground locating firm(s), utilizing specialized locating equipment, hand trenching, or both. The Contractor shall be responsible for preserving the integrity of the existing underground utilities at the site.

Contractor shall be required to verify (pothole) depths and locations of all utility line crossings prior to excavation and to adjust grade to avoid utility lines at no additional compensation. The plans include approximate locations and extents of most, and not necessarily all, utility crossings. This information was derived from a search of available information and may not be complete. The Engineer and the City make no guarantees, warranties, or assurances that the information is complete or reflective of field conditions. The cost of verifying depths and locations of all utility line crossings shall be borne by the Contractor.

The Contractor shall notify the owners of all utilities and substructures as set forth in Section 600-1 Temporary Traffic Control General Access.

Within five (5) Days after the completion of the Work, or phase of Work, the Contractor shall remove all Underground Service Alert (USA) utility markings. Any surface damaged by USA marking application and/or removal effort shall be repaired to its pre-construction condition, or better, at the Contractor’s sole expense.

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402-1.1 General
The Contractor shall notify the Engineer and the owners of all Utilities and substructures not less than forty-eight (48) hours before starting construction. The following list of names and telephone numbers is intended for the convenience of the Contractor and is not guaranteed to be complete or accurate:

CITY OF SEAL BEACH
Public Works Department
(562) 431-2527
Attention: Iris Lee
Water Division
(562) 431-2527 ext.1409
Attention: Darrick Escobedo

SOUTHERN CALIFORNIA EDISON COMPANY
(562) 981-8236
Attention: Jeffrey Berry

THE GAS COMPANY
(714) 634-3039
Attention: Saul Saenz

VERIZON
(714) 822-6207
Attention: Matt Bergine

SPECTRUM/CHARTER
(714) 591-4882
Attention: Antonio Ortiz

FRONTIER COMMUNIATIONS
(714) 375-6717
Attention: Ariel Fatalla

ORANGE COUNTY SANITATION DISTRICT
(714) 593-7242
Attention: Rich Leon

UNDERGROUND SERVICE ALERT (USA)
(800) 422-4133
The Contractor is responsible for, and shall at his or her expense, pothole all existing utilities which may be affected by the Work to verify points of connection and potential conflicts. No segment of Work shall begin until the Contractor has potholed and verified points of connection and related connection material requirements, and coordinated the final/existing layout of the laterals/pipeline with the Engineer, including adjustments due to field conflicts with other utilities or structures above or below ground.

Within five (5) Days after completion of the Work or phase of Work, the Contractor shall remove all USA utility markings. Removal by sand blasting is not allowed. Any surface damage by the removal effort shall be repaired to its pre-construction condition or better at the Contractor’s expense. 402-1.3 Entry by Utility Owners
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The right is reserved to the owners of public Utilities or franchises to enter the Project site for the purpose of making repairs or changes in their property that may be necessary as a result of the Work as well as any other reason authorized by the City. When the Contract Documents provide for the Utility owners to alter, relocate or reconstruct a Utility, or when the Contract Documents are silent in this regard and it is determined by the Engineer that the Utility owners must alter, relocate or reconstruct a Utility, the Contractor shall schedule and allow adequate time for those alterations, relocations or reconstructions by the respective Utility owners. City employees and agents shall likewise have the right to enter upon the Project site at any time and for any reason or no reason at all. 402-2 PROTECTION
If the Contractor damages or breaks the Utilities, it will be the Contractor’s responsibility to repair the Utility at no cost to the Utility or the City.

In the event that an existing pull box, meter box, or any other utility box is damaged by the Contractor and is not re-useable, the Contractor shall provide and install a new replacement pull box, meter box, or any other utility box of identical type and size at no additional cost to the City. 402-3 REMOVAL
Facilities encountered during the prosecution of the Work that are determined to be abandoned shall be removed by the Contractor as required for the Work, unless directed otherwise by the Engineer. The remaining portion of the existing Utility which is left in place shall be accurately recorded, in elevation and plan, on the control set of Contract Drawings.
402-4 RELOCATION
The Contractor shall cooperate fully with all Utility forces of the City or forces of other public or private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities that interfere with the progress of the Work. The Contractor shall schedule the Work so as to minimize interference with the relocation, altering, or other rearranging of facilities. 402-6 COOPERATION
The Contractor’s attention is directed to the fact that Work may be conducted at or adjacent to the site by other contractors during the performance of the Work under this Contract. The Contractor shall conduct its operations so as to cause a minimum of interference with the work of such other contractors, and shall cooperate fully with such contractors to provide continued safe access to their respective portions of the site, as required to perform work under their respective contracts. Compensation for compliance shall be included in the various items of the Work, and no additional compensation shall be allowed therefor.

SECTION 404 - COLD MILLING.
404-1 GENERAL. The work to be done here under consists of cold planing removal of the designated thickness of existing pavement surface at those locations shown on the Plans as being cold planed.
404-2 MILLING MACHINE. The Contractor shall furnish a self propelled machine especially designed and built for grinding flexible and rigid pavements to the depth shown on the plans in one pass.

The machine shall be equipped with standard automatic depth controls and must maintain a constant cutting depth and width without tearing or gouging the underlying surface and blade material into a SP-47
windrow. The machine shall consist of a 60" minimum width cutting drum with carbide tip teeth. Drum lacing patterns shall permit a grooved or smooth surface finish as selected by the Engineer and the drum shall be totally enclosed in a shroud to prevent discharge of any loosened material into adjacent work areas. The machine shall be capable of operating at speeds from 5 to 50 feet per minute and designed such that the operator can observe the work without leaving his control area. It shall be adjustable as to crown and depth by tilting the drum axis and shall have a guidance system furnished to assist the operator in control grade and in matching adjacent pavements or cuts. The equipment shall be demonstrated to have been operated on similar work completed prior to the award of this contract.

Method. The operator shall furnish the planing machine, operated by experienced workmen. The surface tolerance produced shall be such that a 10 foot straight edge laid laterally will indicate variances of less than 3/8" (except in the crown area) and the same straight edge laid longitudinally will indicate variances of less than 3/16".

Removal shall consist of planing and cutting the pavement where indicated and removing and disposal of the planed material. No aggregate shall remain on the project at the end of each work day. Aggregate material loosened and directly removed shall become the property of the Contractor and shall be disposed of off-site in accordance with Subsection 300-2.6 as amended by these Special Provisions. 404-9 TRAFFIC SIGNAL LOOP DETECTORS. "Traffic Signal Loop Detectors," of the Standard Specifications is deleted. Loop detectors shall be replaced, as shown on the Plans, and as directed by the Engineer.

Loop detectors shall conform to the provisions in Section 86, "Signals and Lighting," of the State Standard Specifications, State Standard Plans No. ES-5A and ES-5B, and these Special Provisions.

The Contractor shall replace traffic loop detectors at his own expense whenever his cold milling, pavement removal, or other operations damage existing traffic loop detectors not designated for replacement in the contract plans. Traffic loop detectors damaged by the Contractor’s operation shall be replaced within the same workday the damage occurs. Contractor shall verify location and limits of the existing loops and home runs, in order to ensure protection of adjacent street loop detectors.

The Work to be done hereunder consists of furnishing and installing loop detectors at the locations shown on the Plans and where destroyed during cold milling or other removal operations. The Contractor shall replace the same number of detectors as are destroyed.

Loop wires shall be State Type 1. The Contractor shall install loops and lead-in wire prior to surface course construction, and shall install loops 4 inches below finished pavement grade. The Contractor shall install 4 turns of wire in each advance loop. For forward loops, route the lead-in cables directly forward to the crosswalk or stop bar, then route in the cross walk or parallel to the stop bar to the curb.

The Contractor shall wire the loops in series, alternating clockwise to counter-clockwise.

Work Impacting Caltrans Right-of-Way
As part of the preparation work for traffic signal loop installations, Contractor shall notify CalTrans’ Resident Engineer within 48 hours prior to performing any immediate or adjacent work, such as cold milling, pavement removal or other damaging operations, the Contractor shall disconnect the existing lead-in line and note the existing loop connection configurations. Should a discrepancy with plans be noted for the loop configuration, Contractor shall notify CalTrans’ Resident Engineer for verification. No additional compensation will be allowed for the labor required to ensure the proper connection of the detector loops. Upon completion of the traffic detector loop installations, the Contractor shall pay all costs associated with inspections by the CalTrans Resident Engineer.

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PART 6

TEMPORARY TRAFFIC CONTROL
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 6 (Temporary Traffic Control) of the Standard Specifications, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall control.

SECTION 600 - ACCESS
600-1 GENERAL
Traffic control shall conform to Section 601 of the Standard Specifications, the W.A.T.C.H. Handbook, the most recent edition, and the State of California "Manual of Traffic Control Devices," most recent edition, and must be approved by the Engineer.

The Contractor shall be responsible for all fees and costs associated with securing permission to access private property for any portion of the Project.

Notices to Residents/Businesses: The Contractor shall prepare and distribute written notices to each affected residence and business advising them that access to their property will be temporarily restricted.

The Contractor shall submit draft notification letters to the Engineer for review and approval prior to distribution. Notification letters shall be distributed by Contractor two weeks in advance of beginning of construction giving notice of traffic restriction, period of construction, and suggested use of alternate routing. Exact wording on the advanced notification letters will be approved by the Engineer. Notification shall be provided to all properties with frontage on the Project limits and all affected properties.

The Contractor shall also hand deliver additional notice(s) in the form of a door hanger to all affected residents and businesses affected by the Work at least 5 Days in advance of the Work. A draft shall be submitted by the Contractor to the Engineer for approval 10 Days in advance of required posting.

Reproduction of the public notices and door hangers shall be the responsibility of the Contractor. The public notices and door hangers shall be reproduced on minimum 65# color hard stock material. Errors in distribution, false-starts, acts of nature, strikes or other alterations of the schedule will require renotification by the Contractor, at Contractor’s cost, using an explanatory letter prepared by the Contractor and approved by the Engineer. The Contractor shall submit to the Engineer, at least 24 hours in advance, a written statement that such notices have been distributed.

The Contractor shall post no parking signage 48 hours prior to construction. 600-2 VEHICULAR ACCESS
If required, the Contractor shall install and maintain in place “NO PARKING-TOW AWAY” signs (even if streets have posted “NO PARKING” signs) which shall be posted at least seventy-two (72) hours in advance of the need for enforcement. In addition, it shall be the Contractor’s responsibility to notify the City’s Police Department at (562) 799-4100 for verification of posting at least seventy-two (72) hours in advance of the need for enforcement. The Contractor shall have photographic proof of placement of signs.

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The Contractor shall print the hours and dates of parking restriction on the “NO PARKING-TOW AWAY” sign in 2-inch high non-erase letters and numbers. A sample of the completed sign shall be reviewed and approved by the Engineer prior to posting.
600-3 PEDESTRIAN ACCESS
The Contractor shall provide safe pedestrian access at all times. Pedestrian access to all storefronts, offices, residences within the limits of Work must be maintained at all times. Detours may be necessary.

Appropriate signage and barricades are required for sidewalk closures at detour locations.

SECTION 601 - TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND

MAINTENANCE WORK ZONES
601-1 GENERAL
The Contractor shall furnish, install, and maintain adequate signage, barricades, delineators, yellow safety ribbons, changeable message board, and any other measures deemed necessary by the Engineer to safely direct the public around areas of construction, and into and out of the affected establishments.

Messages for the changeable message boards shall be updated by the Contractor as directed by the Engineer.

Signs shall be erected on barricades and not delineators. Flagging may be necessary. 601-2 TEMPORARY TRAFFIC CONTROL PLAN (TCP)
Prior to construction, the Contractor shall submit to the Engineer for approval a traffic control plan. The traffic control plan shall be prepared by a Civil or Traffic Engineer licensed in the State of California. The plan shall include, but not be limited to, location of all signs and proposed vehicular and pedestrian traffic flow diagrams. If approved by the Engineer, Contractor may use applicable temporary traffic control setups in accordance with the Work Area Traffic Control Handbook (WATCH) Manual for local streets, collectors and alleys, and shall not be used for arterials. Submittal of said traffic control set-ups to the Engineer for review and approval at least ten (10) Days prior to commencement of any Work applies.

Traffic control and detours shall incorporate the following items:

1. Emergency vehicle access shall be maintained at all times.

2. The locations and wordings of all barricade, signs, delineators, lights, warning devices, parking restrictions, and any other required details shall ensure that all pedestrian and vehicular traffic will be handled in a safe manner with a minimum of inconvenience to the public.

3. All advanced warning sign installations shall be reflectorized and/or lighted.

4. The Contractor shall accommodate the City’s trash collection. If the Contractor elects to work on a street or alley during its trash collection day, it shall be the Contractor’s responsibility to make alternative trash collection arrangements by contacting the City’s Public Works Yard, at (562) 431-2527 Ext. 1414, and all affected property owners.

5. The Contractor shall make special accommodations to provide access for residents with disabilities on the closed streets.

6. If necessary, temporary shutdown of streets and alleys must be approved by the City a minimum of 72 hours in advance of the proposed closure. The Contractor shall make special accommodations to provide access for residents with disabilities in the closed alleys and streets.

SP-50

7. Sidewalk closures in residential area, or as determined by the City, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure.

8. Bike lane closures shall have BIKE LANE CLOSED AHEAD, BIKE LANE CLOSED, and SHARE THE ROAD/BICYCLE WARNING (combination) signs mounted on barricades in order on the approach and at the closure.

9. The Contractor shall mark or otherwise delineate the new traffic lanes and pavement markings within 24 hours after the removal or covering of existing striping or markings. ***END OF SECTION***
SP-51

APPENDIXA
Lampson Well Treatment System Project
Plans
TITLE SHEET G0.0 PROJECT LOCATION 4307 LAMPSON AVENUE SEAL BEACH, CA LAMPSON AVENUE LOS ALAMITOS AIR FIELD PROJECT SITE LAMPSON WELL TREATMENT, PROJECT No. CIP No. WT 1902 SEAL BEACH, CA PUBLIC WORKS DEPARTMENT THE CITY OF 562-431-2527 IRIS LEE SEAL BEACH, CA 90740 211 EIGHTH STREET CITY OF SEAL BEACH 714-481-7300 DUNCAN LEE FOUNTAIN VALLEY, CA. 92708 PACE 17520 NEWHOPE ST. NOT TO SCALE LOCATION MAP NOT TO SCALE IRONWOOD AVENUE LOCATION MAP IRONWOOD AVENUE

DAISY CIRCLE

FUCHSIA CIRCLE
GOLDENROD STREETGUAVA AVENUE FIR AVENUE ELDER AVENUE DOGWOOD AVENUE FIR AVENUE ELDER AVENUE PROJECT CONTACTS: OWNER DESIGN ENGINEER 01 OLD RANCH COUNTRY CLUB UTILITY AND AGENCY INDEX ENGINEERING AND INSPECTION: CITY OF SEAL BEACH, 211 8TH STREET, SEAL BEACH CA 90740 (562) 431-2527 SANITARY SEWERS: CITY OF SEAL BEACH, 211 8TH STREET, SEAL BEACH CA 90740 (562) 431-2527 TRAFFIC SIGNALS: CITY OF SEAL BEACH, 211 8TH STREET, SEAL BEACH CA 90740 (562) 431-2527 WATER: CITY OF SEAL BEACH, 211 8TH STREET, SEAL BEACH CA 90740 (562) 431-2527 ELECTRICAL SERVICES: SOUTHERN CALIFORNIA EDISON, 7333 BOLSA AVE, WESTMINSTER CA 92683 PLANNER: JEFFREY BERRY (562) 981-8236 TELEPHONE SERVICE: VERIZON 7352 SLATER AVE. HUNTINGTON BEACH CA 92647 (714) 822-6207; ATTN MATT BERGINE GAS SERVICE: SOUTHERN CALIFORNIA GAS COMPANY, 1919 STATE COLLEGUE BLVD. ANAHEIM CA 92806 (714) 634-3039; ATT SAUL SAENZ TRASH SERVICE: CONSOLIDATED DISPOSAL SERVICES (562) 347-2105 CABLE SERVICE: SPECTRUM 7142 CHAPMAN AVE, GARDEN GROVE CA 92841 (714) 591-4882, ATTN ANTONIO ORTIZ FRONTIER COMMUNICATIONS (714)-375-6717, ATT ARIEL FATALLA REGIONAL SEWER FACILITIES: ORANGE COUNTY SANITATION DISTRICT, P.O. BOX 8127, FOUNTAIN VALLEY CA 92728, (714) 593-7242, ATTN RICH LEON REGIONAL STORM DRAIN FACILITIES: COUNTY OF ORANGE, PUBLIC WORKS, 300 N. FLOWER, SANTA ANA CA 92705 (717)834-2300 LOCAL STORM DRAIN FACILITIES: CITY OF SEAL BEACH 211 8TH STREET, SEAL BEACH CA 90740 (562) 431-2527 NOTE: THE GRID AZIMUTH OF 126-58-04 BETWEEN OCS GPS POINTS 1557 AND 5119R1 IS THE BASIS OF BEARINGS. THE GRID VALUES ARE REDUCED TO GROUND VALUES BY APPLYING THE MEAN COMBINATION FACTOR OF POINTS 1557 AND 5119R1 (0.99998454) TO ALL VALUES, HOLDING OCS POINT 1557 AS THE POINT OF ORIGIN. ALL POINTS ARE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. OOCS BM T-280-R75 ELEV = 9.331 NAVD 88 A SURVEY WAS NOT PERFORMED FOR THE DEVELOPMENT OF THE LAMPSON WELL TREATMENT SYSTEM. THE BASIS OF BEARING AND BENCHMARK WERE PROVIDED AS A PART OF THE WELL EQUIPMENT AND SITE IMPROVEMENTS. BASIS OF BEARING BENCHMARK SURVEY STATMENT MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-G1.0.dwg - Tab: G1.0 - by khernandez on 02/12/26 at 4:29:50 PM 135 CIP No. WT 1902 DSL SHEET WHERE DETAIL IS SHOWN DETAIL OR SECTION LETTER LEGEND M6B 1 CONTROL PANEL DETAIL LETTER SHEET #
XXX CONCRETE PROPERTY BOUNDARY EXISTING 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR X

X EXISTING FENCE
X
X PROPOSED CHAINLINK FENCE PROPOSED FUTURE 5' CONTOUR SETBACK 1555
1555
CONSTRUCTION NOTES INCL. FITTINGS, VALVES & MISC. EQUIPMENT ASPHALT BACKFILL DEMO

E EXISTING UNDERGROUND ELECTRICAL EXISTING ACCESS ROAD CONDUITE PROPOSED UNDERGROUND ELECTRICAL CONDUIT W EXISTING WATER LINE EXISTING UTILITY POLE EXISTING LIGHT POLE GRAVEL ENGINEERED BACKFILL INDEX SHEET G1.0 02 SHEET INDEX DWG No. SHEET No. SHEET TITLE GENERAL 01 G0.0 TITLE SHEET 02 G1.0 INDEX SHEET 03 G1.1 GENERAL NOTES 04 G1.2 CONSTRUCTION NOTES 05 G2.0 PROCESS FLOW DIAGRAM CIVIL 06 C1.0 SITE PLAN 07 C1.1 TREATMENT SYSTEM SITE PLAN 08 C2.0 PROPOSED VESSEL CONCRETE PAD PLAN 09 C2.1 EXISTING SITE PLAN (FOR REFERENCE ONLY) 10 C2.2 EXISTING GRADING PAVING & DRAINAGE PLAN (FOR REFERENCE ONLY) 11 C3.0 BACKWASH & DRAIN PLAN & PROFILE 12 C3.1 18 INCH DRAIN PLAN & PROFILE 13 C3.2 6 INCH SEWER IMPROVEMENTS 14 C3.3 DETENTION TANK 15 C3.4 12 INCH FILTER-TO-WASTE DRAIN 16 C4.0 16 INCH INFLUENT & TREATED EFFLUENT PLAN & PROFILE 17 C5.0 PROPOSED WALL SECTIONS 18 C6.0 CATHODIC PROTECTION 19 C6.1 CATHODIC PROTECTION DETAIL I 20 C6.2 CATHODIC PROTECTION DETAIL II 21 C6.3 CATHODIC PROTECTION DETAILS III 22 C7.0 CIVIL DETAILS 23 C7.1 CIVIL DETAILS II 24 C7.2 CIVIL DETAILS III MECHANICAL 25 M1.0 MECHANICAL PLAN 26 M2.0 MECHANICAL SECTIONS 28 M3.0 WELL TREATMENT - ISO VIEW 27 M2.1 MECHANICAL SECTIONS 29 M3.1 WELL TREATMENT - ISO VIEW 30 M3.2 WELL TREATMENT SECTIONS - ISO VIEW 31 M4.0 PIPE SUPPORT DETAILS 32 M5.0 CHLORINE LINE DETAILS 33 M6.0 WATER TANK DETAIL 34 M6.1 WATER TANK DETAIL 35 M7.0 MECHANICAL DETAILS STRUCTURAL 36 S1.0 STRUCTURAL NOTES 37 S1.1 STRUCTURAL NOTES 38 S1.2 STRUCTURAL NOTES 39 S1.3 STRUCTURAL NOTES 40 S2.0 FOUNDATION PLAN 41 S3.0 CONCRETE DETAILS 42 S3.1 CONCRETE DETAILS 43 S4.0 RETAINING WALL DETAILS 44 S5.0 MISCELLANEOUS DETAILS ELECTRICAL 45 E0.0 ELECTRICAL NOTES 46 E0.1 ELECTRICAL LEGEND AND SYMBOLS 47 E1.0 SINGLE LINE DIAGRAM (1 OF 3) 48 E1.1 SINGLE LINE DIAGRAM (2 OF 3) 49 E1.2 SINGLE LINE DIAGRAM (3 OF 3) 50 E1.3 LOAD SUMMARIES 51 E1.4 PANEL SCHEDULES (1 OF 4) 52 E1.5 PANEL SCHEDULES (2 OF 4) 53 E1.6 PANEL SCHEDULES (3 OF 4) 54 E1.7 PANEL SCHEDULES (4 OF 4) 55 E2.0 ELECTRICAL SITE PLAN - POWER 56 E2.1 ELECTRICAL SITE PLAN - CONTROL 57 E3.0 ELECTRICAL POWER PLAN 58 E3.1 ELECTRICAL ROOM POWER PLAN 59 E3.2 ELECTRICAL CONTROL PLAN 60 E3.3 ELECTRICAL ROOM CONTROL PLAN 61 E4.0 LIGHTING & RECEPTACLE PLAN 62 E5.0 GROUNDING PLAN 63 E6.0 POWER CONDUIT SCHEDULE (1 OF 3) 64 E6.1 POWER CONDUIT SCHEDULE (2 OF 3) 65 E6.2 POWER CONDUIT SCHEDULE (3 OF 3) 66 E6.3 CONTROL CONDUIT SCHEDULE (1 OF 4) 67 E6.4 CONTROL CONDUIT SCHEDULE (2 OF 4) 68 E6.5 CONTROL CONDUIT SCHEDULE (3 OF 4) 69 E6.6 CONTROL CONDUIT SCHEDULE (4 OF 4) 70 E7.0 ELEMENTARY CONTROL DIAGRAM I 71 E7.1 ELEMENTARY CONTROL DIAGRAM II 72 E8.0 ELECTRICAL DETAILS (1 OF 6) 73 E8.1 ELECTRICAL DETAILS (2 OF 6) 74 E8.2 ELECTRICAL DETAILS (3 OF 6) 75 E8.3 ELECTRICAL DETAILS (4 OF 6) 76 E8.4 ELECTRICAL DETAILS (5 OF 6) 77 E8.5 ELECTRICAL DETAILS (6 OF 6) P&ID 78 I0.0 P&ID SYMBOLS AND LEGENDS 79 I0.1 NETWORK DIAGRAM 80 I1.0 WELL DISCHARGE P&ID 81 I2.1 VESSEL #1 82 I2.2 VESSEL #2 83 I2.3 VESSEL #3 84 I2.4 VESSEL #4 85 I2.5 VESSEL #5 86 I2.6 VESSEL #6 87 I3.0A BOOSTER PUMPS INLET VALVES P&ID 88 I3.0B BOOSTER PUMPS INLET VALVES P&ID FUTURE 89 I3.1 BOOSTER PUMPS P&ID 90 I4.0 AIR COMPRESSORS P&ID MISCELLANEOUS 91 T1.0 PRESSURE VESSEL TREATMENT CONTROL PANEL 92 TCP-1 CONTROL PANEL LAYOUT 93 TCP-2 POWER DISTRIBUTION 94 TCP-3 IO WIRING 95 TCP-4 IO WIRING 96 TCP-5 IO WIRING 97 TCP-6 IO WIRING 98 TCP-7 TERMINAL LAYOUTS 99 TCP-8 NETWORK DIAGRAM VESSEL #1 RIO 100 RIO-V1-1 CONTROL PANEL LAYOUT 101 RIO-V1-2 CONTROL PANEL LAYOUT 102 RIO-V1-3 POWER DISTRIBUTION 103 RIO-V1-4 IO WIRING 104 RIO-V1-5 IO WIRING 105 RIO-V1-6 IO WIRING 106 RIO-V1-7 IO WIRING 107 RIO-V1-8 IO WIRING 108 RIO-V1-9 IO WIRING VESSEL #2 RIO 109 RIO-V2-1 CONTROL PANEL LAYOUT 110 RIO-V2-2 CONTROL PANEL LAYOUT 111 RIO-V2-3 POWER DISTRIBUTION 112 RIO-V2-4 IO WIRING 113 RIO-V2-5 IO WIRING 114 RIO-V2-6 IO WIRING 115 RIO-V2-7 IO WIRING 116 RIO-V2-8 IO WIRING 117 RIO-V2-9 NETWORK DIAGRAM VESSEL #3 RIO 118 RIO-V3-1 CONTROL PANEL LAYOUT 119 RIO-V3-2 CONTROL PANEL LAYOUT 120 RIO-V3-3 POWER DISTRIBUTION 121 RIO-V3-4 IO WIRING 122 RIO-V3-5 IO WIRING 123 RIO-V3-6 IO WIRING 124 RIO-V3-7 IO WIRING 125 RIO-V3-8 IO WIRING 126 RIO-V3-9 NETWORK DIAGRAM VESSEL #4 RIO 127 RIO-V4-1 CONTROL PANEL LAYOUT 128 RIO-V4-2 CONTROL PANEL LAYOUT 129 RIO-V4-3 POWER DISTRIBUTION 130 RIO-V4-4 IO WIRING 131 RIO-V4-5 IO WIRING 132 RIO-V4-6 IO WIRING 133 RIO-V4-7 IO WIRING 134 RIO-V4-8 IO WIRING 135 RIO-V4-9 NETWORK DIAGRAM MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-G1.0.dwg - Tab: G1.1 - by khernandez on 02/12/26 at 4:29:50 PM 135 CIP No. WT 1902 DSL 1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE IN ACCORDANCE WITH THE SWPPP. 2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO THE STREETS, DRAINAGE OF FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 3. APPROPRIATE BMPs FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED A DESIGNATED VEHICLE WASHOUT AREAS AT CONSTRUCTION SITES UNLESS TREATED TO REMOVE SEDIMENT AND OTHER POLLUTANTS. 5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. 7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT STORM RUNOFF DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGERS OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE AUTHORIZED UNDER CALIFORNIA'S GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY ONLY WHERE THEY DO NOT CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD AND ARE CONTROLLED THROUGH IMPLEMENTATION OF APPROPRIATE BMPs FOR ELIMINATION OR REDUCTION OF POLLUTANTS. NON-STORMWATER DISCHARGES MUST BE ELIMINATED OR REDUCED TO THE EXTENT FEASIBLE. 8. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS,

SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD, PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES, WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHING AND TESTING. 9. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 10. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING OF NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD. 11. DURING CONSTRUCTION, ANY SPILLAGE OF FUEL, OIL OR HAZARDOUS MATERIALS FROM CONSTRUCTION EQUIPMENT OR VEHICLES MUST BE IMMEDIATELY AND PROPERLY CLEANED UP AND REMOVED FROM THE CONSTRUCTION SITE. CONTAMINATED SOIL, SAND OR MATERIAL AND HAZARDOUS WASTES GENERATED FROM THE CLEANUP MUST BE DISPOSED BY APPROVED METHODS. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR COSTS TO INVESTIGATE EXTENT OF CONTAMINATION, CLEANUP, WASTE REMOVAL AND IMPLEMENTATION OF AN APPROVED REMEDIAL ACTION PLAN FOR THE RELEASE OF ANY WASTES OR HAZARDOUS MATERIALS THAT RESULT IN SOIL AND GROUNDWATER CONTAMINATION. NOTIFICATIONS MUST BE IMMEDIATELY MADE TO THE SEAL BEACH POLICE DEPARTMENT AT (562) 799-4100. 12. ALL CONSTRUCTION CONTRACTOR'S AND SUBCONTRACTOR'S SUPERVISORS AND FOREMEN SHALL COMPLY AND BE AWARE OF THE SWPPP REGULATIONS AND SUBJECT PERMIT REQUIREMENTS. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CONTRACT SPECIFICATIONS, THE CITY OF SEAL BEACH STANDARDS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2018 EDITION. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING AND BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY HEALTH STANDARDS, LAWS, AND REGULATIONS. 3. THE CITY'S PUBLIC WORKS OFFICE SHALL BE CONTACTED FOR INSPECTION FOUR (4) WORKING DAYS PRIOR TO START OF WORK. 4. NO CONNECTION SHALL BE MADE TO ANY EXISTING FACILITY WITHOUT PRIOR SCHEDULING THROUGH THE CITY. 5. ALL MATERIAL WHICH IS NOT SUITABLE FOR USE ON THIS PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES AT CONTRACTOR'S OWN COST. 6. CONTRACTOR SHALL OBTAIN ALL PERMITS, LICENSES, AND PERMISSION TO ACCESS PRIVATE PROPERTY AT NO COST TO THE CITY. 7. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES AND TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH SUCH WHICH MAY RESULT IN INJURY TO PERSONNEL OR DAMAGE TO FACILITIES. THE FINAL DETERMINATION OF EXACT LOCATIONS, AND THE COST OF REPAIR TO DAMAGED FACILITIES, IS THE RESPONSIBILITY OF THE CONTRACTOR. 8. CONTRACTOR SHALL PROTECT ALL UTILITIES IN PLACE, UNLESS NOTED OTHERWISE. 9. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO START OF CONSTRUCTION. (SEE USA INQUIRY ID HEREON) 10. PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY I.D. NUMBER FROM THE "UNDERGROUND SERVICE ALERT" (1-800-422-4133) PRIOR TO COMMENCING EXCAVATION. 11. CONTRACTOR SHALL RESTORE GRASS AND VEGETATION TO ORIGINAL CONDITION, SHRUBS TO BE REPLACED IN NUMBER AND SPECIES, UNLESS IN A RIPARIAN AREA. 12. CONTRACTOR SHALL MAINTAIN ACCESS ON ALL PAVED AND UNPAVED ROADS. 13. NO FACILITY IS TO BE BACKFILLED UNTIL INSPECTED BY THE CITY. 14. CONTRACTOR SHALL SURVEY TO FIELD VERIFY ELEVATION, DEPTH AND LOCATION OF ALL CROSSING UTILITIES AND CONNECTION POINTS PRIOR TO SUBMISSION OF SHOP DRAWINGS. 15. CONTRACTOR IS TO PROVIDE THE CITY WITH AN AS-BUILT SET OF JOB PRINTS PRIOR TO ACCEPTANCE OF THE PROJECT. 16. CONTRACTOR SHALL COMPACT BACKFILL TO MINIMUM OF 95% RELATIVE COMPACTION IN CITY RIGHT-OF-WAY, UNLESS OTHERWISE INDICATED IN THE CONTRACT PLANS, OR SPECIFICATIONS. 17. CONTRACTOR SHALL PROVIDE A MINIMUM OF 36-INCHES COVER OVER UTILITIES TO FINISH SURFACE WITHIN CITY RIGHT-OF-WAY, UNLESS OTHERWISE INDICATED ON THE CONTRACT PLANS OR SPECIFICATIONS. 18. CONTRACTOR SHALL HAVE "COMPETENT PERSON" ONSITE OR READILY AVAILABLE REGARDING THE USE OF SHORING PER OSHA REQUIREMENTS. 19. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF EXCESS EXCAVATED MATERIAL OFFSITE. 20. CONTRACTOR SHALL OBTAIN A NO FEE ENCROACHMENT PERMIT FROM THE CITY OF SEAL BEACH FOR ALL WORK IN PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLANS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL TRAFFIC ENGINEER FOR REVIEW AND APPROVAL BY THE CITY. CONTRACTOR SHALL NOT BE ALLOWED TO COMMENCE ANY CONSTRUCTION WORK UNTILL SAID TRAFFIC CONTROL PLAN IS APPROVED BY THE CITY. 21. ALL PAVEMENT REPLACEMENT IN LAMPSON AVENUE SHALL UTILIZE RUBBERIZED ASPHALT. 22. A NPDES PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD IS REQUIRED BEFORE ANY DISCHARGE OF NON-STORM WATER INTO THE STORM DRAIN IS ALLOWED. 23. HIGH GROUNDWATER IS PREVALENT THROUGHOUT THE CITY OF SEAL BEACH, AND WILL BE ENCOUNTERED DURING THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL INCLUDE IN THEIR BID PROPOSAL PROVISIONS FOR DEWATERING IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS, AND NO ADDITIONAL PAYMENT SHALL BE ALLOWED FOR SUCH ADJUSTMENTS. 24. SOILS WHICH WILL BE ENCOUNTERED DURING PIPE EXCAVATION WILL HAVE A HIGH MOISTURE CONTENT, AND WILL NOT BE SUITABLE FOR REPLACEMENT AS PIPE ZONE OR TRENCH BACKFILL. CONTRACTOR SHALL HAUL AWAY ALL EXCAVATED UNSUITABLE MATERIAL FROM THE SITE, AND PROVIDE IMPORTED SAND EQUIVALENT 30 MATERIAL FOR BACKFILL OF THE PIPE AND TRENCH, AND NO ADDITIONAL PAYMENT SHALL BE ALLOWED FOR SUCH ADJUSTMENTS. 25. CONTRACTOR TO PERFORM FIELD TESTING IN THE PRESENCE OF A CITY REPRESENTATIVE. REF REFERENCE W/ WITH TOS TOP OF SLAB FL FLOW LINE FIN FINISH FF FINISHED FLOOR ELECT ELECTRICAL CONT. CONTINUOUS CLR CLEAR ALUM ALUMINUM ABBREVIATIONS MANHOLE OR MAINTENANCE HOLE ELEVATION EXHAUST EACH WAY EQUIPMENT EACH FACE END OF CURVE EACH EXISTING EDGE OF PAVEMENT ELECTRIC ECCENTRIC EXH EQUIP EXIST. E.W. EPEL. ELEC ECC EFECEA NORMALLY OPEN NORTHING NORMAL WATER LEVEL NORMALLY CLOSED NOT TO SCALE MILLION GALLONS PER DAY MILLIGRAMS PER LITER MISCELLANEOUS MINIMUM, MINUTE MECHANICAL JOINT

NN/O N/C NTS NWL MGD MJ MG/L MISC MIN MH DRAWING DISSOLVED OXYGEN DIAMETER DETAILS DIGITAL INPUT COLD WATER CENTER CHECK VALVE CYLINDER DISSOLVED AIR FLOATATION ELECTRICAL POWER DUCTILE IRON PIPE DWG DIA DTL DIP DO ECTR CYL DAF DI CVCW CHUCK COUPLING CUBIC FOOT PER SECOND CLEANOUT TO GRADE CUBIC FOOT PER HOUR CUBIC FOOT PER MINUTE CONCRETE MASONRY UNIT CLEANOUT CONSTRUCTION BOTTOM BEGIN VERTICAL CURVE CPLG CMU COTG CONST COCFH CFM CFS BOT BVC CH MECHANICAL MOTOR CONTROL CENTER LEVEL TRANSDUCER LOW PRESSURE JUNCTION BOX POUNDS MAXIMUM MANUFACTURER INVERT POUNDS PER DAY LOW WATER LEVEL LINEAR FEET MCC MECH LTMAX. MFR L.W.L. LPJBLBS INV. LBS/D LF HERTZ INVERT ELEVATION INFLUENT INCHES HAND-AUTOMATIC HAND-OFF-AUTOMATIC INSIDE DIAMETER GALLONS PER MINUTE HORSEPOWER HIGH WATER LEVEL HORIZONTAL IRRIGATION HZINFL INIEIDIRR H/A HOA GPM HPH.W.L. HORIZ. ARCH ARCHITECTURAL AIR RELEASE VALVE BUILDING BEGINNING OF CURVE BLIND FLANGE BEAM, BENCHMARK AIR VACUUM VALVE AUTOMATIC AUXILIARY ALARM WATER SURFACE BO BLOWOFF BLDG BFBMBCARV AVV AUX AUTO A.W.S APPROXIMATELY ANALOG INPUT ASPHALT CONCRETE AGGREGATE BASE APPROX AI A.C. A.B. FLEX FLEXIBLE GALLONS PER DAY GALLONS GAS GAUGE FORCE MAIN FEET PER SECOND FEET FUTURE GALVANIZED FLANGE GRADE BREAK GPD GAL GGAGALV GBFMFPS FTFUT FLG FLOOR DRAIN FLEXIBLE COUPLING FINISHED GROUND FIRE HYDRANT FDFCFGFH UNLESS NOTED OTHERWISE WASTE ACTIVATED SLUDGE VOLTS ALTERNATING CURRENT VCP W.S. WAS W/O WU.N.O. TEMP VAC TSP VERT. TYP VITRIFIED CLAY PIPE WATER SURFACE WITHOUT WATER TEMPERATURE TWISTED SHIELDED PAIR VERTICAL TYPICAL REVOLUTIONS PER MINUTE SEQUENCING BATCH REACTOR REMOVE AND RELOCATE (REINSTALL) REMOVE AND SAVE (SALVAGE) RETURN ACTIVATED SLUDGE TEL TBT&B TBA TDH STA SECT. S. STL. SQ. SPEC. STSHT. TO BE ABANDONED TOP AND BOTTOM TOTAL DYNAMIC HEAD THRUST BLOCK TELEPHONE STATION STAINLESS STEEL SPECIFICATION SECTION SQUARE STREET SHEET R&R SBR SSCH. R&W R&S RWRPM REQ'D RAS RED RQMT REMOVE AND WASTE RECLAIMED WATER SLOPE SCHEDULE REQUIREMENT REQUIRED REDUCER PRESSURE SWITCH, PIPE SUPPORT POUNDS PER SQUARE INCH PRESSURE REGULATING VALVE POWER POLE, PIPE PENETRATION NET POSITIVE SECTION HEAD POINT OF REVERSE CURVE PVMT PSPSI PVRPVC PRV PRFV PPPLC PRC PLUG VALVE POLYVINYL CHLORIDE PAVEMENT RADIUS PRESSURE RELIEF VALVE PROGRAMMABLE LOGIC CONTROLLER PGOCODNPSH PRESSURE GAUGE OUTSIDE DIAMETER ON CENTER LFPS LOW FLOW PUMP STATION PCC PORTLAND CEMENT CONCRETE CML&C SSPS SANITARY SEWER PUMP STATION FLG'S FLANGED HDPE HIGH DENSITY POLYETHYLENE SF. SQUARE FEET TC TOP OF CURB TG TOP OF GRATE LI LEVEL INDICATOR P.S. PUMP STATION H.H.W.L. HIGH HIGH WATER LEVEL WWF WELDED WIRE FABRIC PI PIP POINT OF INTERSECTION PROTECT IN PLACE ROW RIGHT OF WAY CONCRETE MORTAR LINED & COATED SHEET WHERE DETAIL IS SHOWN DETAIL OR SECTION LETTER LEGEND M6B 1 CONTROL PANEL DETAIL LETTER SHEET #
XXX CONCRETE PROPERTY BOUNDARY EXISTING 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR X

X EXISTING FENCE
X
X PROPOSED CHAINLINK FENCE PROPOSED FUTURE 5' CONTOUR SETBACK 1555
1555
CONSTRUCTION NOTES INCL. FITTINGS, VALVES & MISC. EQUIPMENTASPHALT BACKFILL DEMO

E EXISTING UNDERGROUND ELECTRICAL EXISTING ACCESS ROAD CONDUITE PROPOSED UNDERGROUND ELECTRICAL CONDUIT W EXISTING WATER LINE EXISTING UTILITY POLE EXISTING LIGHT POLE KEY NOTES: 1. CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF PERMITS ISSUED BY THE REGULATORY AGENCIES AT ALL TIMES. CONTRACTOR SHALL CONTACT ALL AGENCIES WHICH WILL PERFORM INSPECTIONS PRIOR TO STARTING CONSTRUCTION. 2. THE CONSTRUCTION LIMIT SHALL BE SECURELY FENCED AND GATED. 3. BEFORE START OF CONSTRUCTION, CONTRACTOR SHALL SURVEY SPECIFIC POINTS IDENTIFIED PER PLANS, PROVIDE RESULTS OF SUCH SURVEY TO THE CITY AND ALLOW CITY UP TO 2 WEEKS FOR REVIEW. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL ELEVATIONS, DIMENSIONS AND PROVIDE SHOP DRAWING SUBMITTALS FOR ALL IMPROVEMENTS. GENERAL NOTES: ENVIROMENTAL RESOURES GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR EROSION AND DUST CONTROL AS WELL AS TEMPORARY DRAINAGE CONTROL AND PROPER DIVERSION OF CONTRIBUTORY FLOWS (NUISANCE, SIGNIFICANT RAINFALL EVENT OR OTHERWISE) TO BE OPERABLE AT ALL TIMES AND IMPLEMENTED IN A TIMELY MANNER. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 3. FUELS, OILS, SOLVENTS AND OTHER MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTEDFROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC RIGHT OF WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 5. TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTICLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED IN THE PUBLIC RIGHT OF WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 7. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 8. REFERENCE THE BEST MANAGEMENT PRACTICE (BMP) HANDBOOK, CALIFORNIA STORMWATER QUALITY ASSOCIATION TASK FORCE, SACRAMENTO, CALIFORNIA 1993 OR THE LATEST REVISED EDITION FOR BMP'S

WHICH MAY APPLY DURING CONSTRUCTION (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE ENGINEER). STORMWATER POLLUTION CONTROL REQUIREMENTS CB CATCH BASIN FS FINISH SURFACE GRAVEL ENGINEERED BACKFILL INCL INCLUDING 27. CONTRACTOR SHALL ENSURE THAT ANY PROPOSED SEWER LINES SHALL BE, AT A MINIMUM, 12' BELOW WHEN CROSSING ANY POTABLE WATER LINES AND SHALL NOT HAVE JOINTS WITHIN 8' OF THE CROSSING. THE ANGLE OF CROSSING SHALL BE BETWEEN 45° AND 90°. UNLESS NOTED OTHERWISE. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES IN THE STAND PIPE HEIGHT IF THE DETENTION TANK HWL DIFFERS FROM THAT SHOWN ON THE PLANS. THE BACKWASH PIPING SHALL BE ADJUSTED ACCORDINGLY TO MAINTAIN MINIMUM AIR GAP REQUIREMENTS. 26. CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE OF 10' BETWEEN ANY EXISTING POTABLE WATER LINE AND ANY PROPOSED SEWAGE OR DRAINAGE LINES. SWR LS SEWER LIFT STATION SWJ SOLVENT WELD JOINTS GENERAL NOTES G1.1 03 MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\G1.2 CIVIL AND MECHANICHAL NOTES.dwg - Tab: G1.2 CIVIL AND MECHANICHAL NOTES - by khernandez on 02/12/26 at 4:13:44 PM 135 CIP No. WT 1902 DSL No. DESCRIPTIONS 1 INSTALL 20"Ø SCH. 20 316 S.S. PIPE AND FITTINGS. 2 INSTALL 20"Ø 316 S.S. BLIND FLANGE. 3 INSTALL 20"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. 4 INSTALL 20"x20"x16"Ø SCH. 20 316 S.S. REDUCING TEE.5 INSTALL 20"x16"Ø SCH. 20 316 S.S. REDUCER. 6 INSTALL 20"x20"x8"Ø SCH. 20 316 S.S. REDUCING TEE.
7 INSTALL 16"Ø SCH. 20 316 S.S. PIPE AND FITTINGS.8 INSTALL 16"Ø 90˚ SCH. 20 316 S.S. ELBOW. 9 INSTALL 16"Ø SCH. 20 316 S.S. CROSS. 10 INSTALL 16"Ø EPOXY COATED D.I. ELECTRICALLY ACTUATED BUTTERFLY VALVE. 11 RELOCATE EXIST. 16" PRESSURE RELIEF VALVE. 12 INSTALL 16"Ø SCH. 20 316 S.S. TEE. 13 INSTALL 12"Ø SCH. 20 316 S.S. PIPE AND FITTINGS. 14 INSTALL 12"Ø 316 S.S. BLIND FLANGE. 15 INSTALL 12"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. 16 INSTALL 12"x12"x8"Ø SCH. 20 316 S.S. REDUCING TEE. 17 INSTALL 12"Ø SDR 18 PVC PIPE AND FITTINGS. 18 INSTALL 12"Ø SDR 18 PVC TEE. 19 INSTALL 12"Ø SDR 18 PVC END CAP. 20 INSTALL 8"Ø SCH. 20 316 S.S. PIPE AND FITTINGS 21 INSTALL 8"Ø 316 S.S. BLIND FLANGE. 22 INSTALL 8"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. 23 INSTALL 8"Ø SCH. 20 316 S.S. TEE. 24 INSTALL 8"x4"Ø SCH. 20 316 S.S. ECCENTRIC REDUCER. 25 INSTALL 8"x8"x4"x4"Ø SCH. 20 316 S.S. REDUCING CROSS. 26 INSTALL 8"x4"Ø SCH. 20 316 S.S. REDUCING TEE. 27 INSTALL 8"Ø 90˚ SCH. 20 316 S.S. ELBOW. 28 INSTALL 8"Ø 316 S.S. ELECTRICALLY ACTUATED BALL VALVES. 29 INSTALL 8"Ø EPOXY COATED D.I. BUTTERFLY VALVES. 30 INSTALL 8"Ø ELECTRICALLY ACTUATED EPOXY COATED D.I. BUTTERLY VALVE 31 INSTALL 8"Ø ELECTROMAGNETIC FLOW METER WITH INTEGRAL TRANSMITTER. 120V POWER, 4-20 mA OUTPUT W/ DIGITAL HART PROTOCOL & SCALABLE PULSE. (0 x D INLET/OUTLET RUN) 32 INSTALL 6"Ø SCH. 20 316 S.S. PIPE. 33 INSTALL 6"Ø 90˚ SCH. 20 316 S.S. ELBOW. 34 INSTALL 6"Ø EPOXY COATED D.I. ELECTRICALLY ACTUATED BUTTERFLY VALVE. 35 INSTALL 4"Ø SCH. 20 316 S.S. PIPE AND FITTINGS. 36 INSTALL 4"Ø 316 S.S. BLIND FLANGE. 37 INSTALL 4"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. COUPLING. 38 INSTALL 4"Ø 90˚ SCH. 20 316 S.S. ELBOW. 39 INSTALL 4"Ø 45˚ SCH. 20 316 S.S. PIPE BEND. 40 INSTALL 4"Ø EPOXY COATED D.I. BUTTERFLY VALVE. 41 INSTALL 4"Ø 316 S.S. ELECTRICALLY ACTUATED BALL VALVE. 42 INSTALL 4"Ø ELECTRICALLY ACTUATED EPOXY COATED D.I. BUTTERFLY VALVE 43 INSTALL 4"Ø EPOXY COATED STEEL DUAL BODY COMBINATION AIR VALVE W/ HOOD AND INSECT SCREEN PER DEZURIK AVV 1800, OR EQUAL PER DETAIL C, SHEET M7.0. 44 INSTALL 4"Ø 316 S.S. CAM LOCK. 45 INSTALL 3"Ø SCH. 40 PVC PIPE & FITTINGS 46 INSTALL 3"Ø 90˚ SCH. 20 316 S.S. ELBOW. 47 INSTALL 3"Ø 45˚ SCH. 20 316 S.S. PIPE BEND. 48 INSTALL 3"Ø 316 S.S. BALL VALVE. 49 INSTALL 3"Ø EPOXY COATED D.I. SWING CHECK VALVE. 50 INSTALL 3"Ø EPOXY COATED D.I. BUTTERFLY VALVE. 51 INSTALL 2"Ø SCH. 20 316 S.S. AERATION PIPE AND FITTINGS PER DETAIL A, SHEET M7.0. 52 INSTALL 2"Ø 90˚ SCH. 20 316 S.S. PIPE BEND. 53 INSTALL 2"Ø SCH. 20 316 S.S. TEE. 54 INSTALL 2"x2"x1"Ø SCH. 20 316 S.S. REDUCING TEE. G1.2 04 CIVIL CONSTRUCTION NOTES MECHANICAL CONSTRUCTION NOTES No. DESCRIPTION 1 INSTALL 12"Ø SDR 18 PVC PIPE. 2 INSTALL 6"Ø SDR 18 PVC PIPE. 3 INSTALL 18"Ø SDR 18 PVC PIPE. 4 INSTALL 16"Ø CML&C SCH. 20 CARBON STEEL PIPE.
5 INSTALL PIPE PENETRATION PER DETAIL F, SHEET C7.0.
6 INSTALL CONCRETE PIPE ENCASEMENT PER DETAIL B, TYPE B, SHEET C7.0.7 INSTALL 12" 90˚ SDR 18 PVC PIPE ELBOW.8 INSTALL 8"Ø 22.5˚ SDR 18 PVC PIPE BEND. 9 INSTALL 8"Ø 90˚ SWJ SDR 18 PVC PIPE ELBOW. 10 INSTALL 6"Ø PVC DUAL DIRECTION CLEAN OUT TEE PER DETAIL D, SHEET C7.2. 11 INSTALL 6"Ø SDR 18 PVC P-TRAP. 12 INSTALL 4'(L)x4'(W)x6'(H) PRECAST JUNCTION BOX PER DETAIL A, SHEET C7.0. 13 INSTALL 18"Ø 45˚ SDR 18 PVC PIPE BEND. 14 INSTALL 16"Ø 90˚ CML&C SCH. 20 CARBON STEEL PIPE ELBOW. 15 INSTALL 16"Ø 45˚ CML&C SCH. 20 CARBON STEEL PIPE BEND. 16 INSTALL 16"x16"x16" CML&C SCH. 20 CARBON STEEL TEE WITH MJ RESTRAINTS. 17 INSTALL 16"Ø BURIED D.I. BUTTERFLY VALVE W/ WORM GEAR & 2" OPERATING NUT AND NJ 18 INSTALL CONCRETE PAD PER DETAIL C, SHEET C7.2. 19 BUTT STRAP EXISTING STEEL WELL DISCHARGE PIPE TO PROPOSED TREATMENT SYSTEM TEE PER DETAIL E, SHEET 7.2. 20 INSTALL VALVE RISER & BOX WITH COVER PER DETAIL B, SHEET C7.1 21 INSTALL 1/2"Ø TYPE K SOFT COPPER PIPE AND FITTINGS. 22 INSTALL 1"Ø WELDED SERVICE SADDLE OUTLET. 23 WELD 1/2"Ø TYPE K SOFT COPPER PIPE TO EXISTING EFFLUENT SAMPLING LINE. 24 INSTALL 6"Ø 30˚ SDR 18 PVC PIPE BEND. 25 INSTALL 3"Ø SCH. 20 316 S.S. PIPE AND FITTINGS. 26 INSTALL 3"Ø 90˚ SCH. 20 316 S.S. PIPE ELBOW. 27 INSTALL 3"Ø 45 316 SCH. 20 S.S. PIPE BEND. 28 INSTALL 3"Ø SCH. 20 316 S.S. TEE. 29 INSTALL 12"x8"Ø SDR 18 PVC ECCENTRIC REDUCER. 30 INSTALL 8"x4"Ø SDR 18 PVC ECCENTRIC REDUCER. 31 INSTALL 8"Ø SDR 18 PVC TEE. 32 INSTALL 4"Ø 90˚ SDR 18 PVC PIPE ELBOW. 33 INSTALL 4"Ø SDR 18 PVC BUTTERFLY VALVE. 34 INSTALL 4"Ø SDR 18 PVC TEE. 35 INSTALL 4"Ø SDR 18 PVC PIPE. 36 INSTALL 8"Ø (FLGxFLG) DI BUTTERFLY VALVE W/ WORM GEAR AND HANDWHEEL. 37 INSTALL 8"Ø REDUCER EPDM EXPANSION JOINT PER PROCO STYLE 231, OR EQUAL. 38 INSTALL 4"Ø PVC FLEXIBLE COUPLING. 39 INSTALL 8"Ø HDPE MUSHROOM VENT. 40 INSTALL 8"Ø SDR 18 PVC TEE. 41 INSTALL 12"x4"Ø SDR 18 PVC ECCENTRIC REDUCER. 42 INSTALL 12"Ø SDR 18 PVC ECCENTRIC REDUCER. 43 INSTALL 12"x8"Ø SDR 18 PVC TEE. 44 INSTALL 6"Ø SDR 26 PVC PIPE. 45 INSTALL 6"Ø 45˚ SDR 26 PVC BEND. 46 INSTALL 12"Ø SDR 18 PVC END CAP. 47 INSTALL 3"Ø SCH 80 PVC CONTAINMENT PIPE W/ 3/4" HDPE TUBING, CONTAINMENT PIPE SLOPE MIN. 0.5% TOWARDS PULL BOX. 48 INSTALL 16"Ø VICTAULIC COUPLING. 49 INSTALL PIPE 316 S.S. SUPPORT. 50 INSTALL 6"Ø BURIED SERVICE D.I. BUTTERFLY VALVE W/WORM GEAR & 2" ACTUATING NUT. 51 INSTALL 12"x6" SDR 18 PVC ECCENTRIC REDUCER. 52 INSTALL 5'(W) x 10'(L) x 5.25'(H) PRECAST CATCH BASIN. 53 INSTALL 12"Ø 90˚ SCH. 20 CML&C STEEL PIPE ELBOW. 54 INSTALL 3" PERFORATED PVC DRAIN PIPE PER DETAIL D, SHEET C7.0. 55 INSTALL FRP ELECTRICAL ENCLOSURE BUILDING PER MANUFACTURER RECOMMENDATIONS. 56 INSTALL CONC. THRUST BLOCK PER DETAIL A, SHEET C7.1. 57 INSTALL MANHOLE PIPE PENETRATION PER SPPWC STD PLAN 208-3. 58 CORE DRILL EXISTING PUMP-TO-WASTE VAULT PER DETAIL F, SHEET C7.0. 59 INSTALL 16"Ø DRESSER STYLE 128-W FLANGE ADAPTER. 60 INSTALL 8"Ø FLANGE ADAPTER. 61 INSTALL BOLLARD PER DETAIL C, SHEET C7.0 62 INSTALL 16"Ø INSULATING FLANGE JOINT PER DETAIL A, SHEET C6.3 63 INSTALL INSULATING FLANGE TEST STATION PER DETAIL A, SHEET C6.3 64 INSTALL ANODE BED WITH 6 ANODES WITH CP TEST STATION PER DETAIL B, SHEET C6.3 65 INSTALL 16"Ø INSULATION FLANGE KIT 66 INSTALL TWO AIR COMPRESSORS AIRCENTER SM 7.5 FROM KAESER OR EQUAL. PROVIDE DISCHARGE STAINLESS STEEL CHECK VALVE,BALL VALVE AND PRESSURE RELIEF VALVES. ALL SYSTEM COMPONENTS INCLOSED IN ONE SINGLE UNIT. FLOW RATE 32.5 CFM @125 PSI. MOTOR 7.5 HP. 67 INSTALL 12'-0" Ø X 8'-0" H 4,900 GALLON DETENTION TANK AND CONCRETE PAD BY POLY PROCESSING OR EQUIVALENT 68 INSTALL 16"x16"x16"x16" CML&C SCH.20 CARBON STEEL CROSS WITH MJ RESTRAINTS. 69 INSTALL 16" D.I. BLIND FLANGE 55 INSTALL 2"x 1/2"Ø SCH. 20 316 S.S. REDUCER. 56 INSTALL 1"Ø SCH. 20 316 S.S. DRAIN LINE TO 6" ABOVE FFE. 57 INSTALL 1"Ø 90˚ SCH. 20 316 S.S. ELBOW. 58 INSTALL 1"Ø 316 S.S BALL VALVE. 59 INSTALL 1/2"Ø SCH. 20 316 S.S. PIPE AND FITTINGS. 60 INSTALL 1/2"Ø 90˚ SCH. 20 316 S.S. ELBOW. 61 INSTALL 1/2"Ø 316 S.S. BALL VALVE. 62 INSTALL 1/2"Ø SCH. 20 316 S.S. TEE. 63 INSTALL 4"Ø SCH. 20 316 S.S. CROSS. 64 INSTALL 20"x4"Ø SCH. 20 316 S.S. ECCENTRIC REDUCER. 65 INSTALL REMOVABLE PIPE BOLLARDS PER DETAIL D, SHEET C5.0. 66 INSTALL 8"Ø EPOXY COATED D.I. BUTTERFLY VALVE. 67 INSTALL 4"Ø 316 S.S. BALL VALVE. 68 INSTALL 8"Ø 316 S.S. BALL VALVE. 69 INSTALL 2" S.S. VENTURI INJECTOR W/ SUCTION STRAINER PER MAZZEI MODEL 2081, OR EQUAL. 70 INSTALL 4"Ø EPOXY COATED D.I. SWING CHECK VALVE. 71 INSTALL 4"Ø SDR 18 PVC PIPE. 72 INSTALL 2" S.S. SCH. 20 316 S.S. PIPE AND FITTINGS. 73 INSTALL 16" EPOXY COATED D.I. BUTTERFLY VALVE. 74 INSTALL 16"X4"Ø REDUCING FLANGE. 75 INSTALL 8"X4"Ø REDUCING FLANGE. 76 INSTALL 4"X2"Ø CONCENTRIC REDUCER. 77 INSTALL 2"Ø 316 S.S. ELECTRICALLY ACTUATED BALL VALVE. 78 INSTALL 2"Ø 316 S.S. BALL VALVE. 79 INSTALL HORIZONTALLY MOUNTED CLOSE COUPLED CENTRIFUGAL BOOSTER PUMP. 130 GPM AT 70' TDH, 5 HP, 480V (4 SETS). 80 INSTALL 3" PERFORATED DRAIN PIPE WITH FILTER FABRIC. 81 INSTALL 16" ELECTROMAGNETIC FLOW METER WITH INTEGRAL TRANSMITTER. 120V POWER, 4-20 mA OUTPUT W/ DIGITAL HART PROTOCOL & SCALABLE PULSE. (0 x D INLET/OUTLET RUN) 82 INSTALL 16"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. COUPLING. 83 INSTALL 16"Ø EPOXY COATED D.I. SWING CHECK VALVE. 84 INSTALL 8"X6"Ø SCH. 20 316 S.S. REDUCER. 85 INSTALL 3" PVC SCH. 40 PIPE AND FITTINGS. 86 INSTALL 24"Ø 316 S.S. PIPE AND FITTINGS. 87 INSTALL 24"x12" 316 S.S. REDUCER. 88 INSTALL PIPE SUPPORT SEE STRUCTURAL DETAILS 89 INSTALL 3"Ø PVC PULL BOX 90 INSTALL 3"Ø 90˚ LONG RADIUS SCH. 40 PVC ELBOW. 91 INSTALL 3/4"Ø SCH. 40 PVC TEE 92 INSTALL 3/4"Ø SCH. 40 PVC VALVE 93 INSTALL 3/4"Ø SCH. 40 PVC SLIP X THREADED FEMALE ADAPTER 94 INSTALL 3/4"Ø SCH. 40 PVC SPIGGOT X THREADED MALE ADAPTER W/ STEEL BAND 95 INSTALL 3/4"Ø HDPE TUBING 96 INSTALL FABRICATED STAINLESS STEEL SAMPLE STATION PER DETAIL B, SHEET M7.0. 97 INSTALL GAC FILTER VESSEL INCLUDING PROCESS PIPING, ANCHORAGE, AND MEDIA REQUIRED TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. 98 INSTALL 4"x2"Ø SCH. 20 316 S.S. REDUCING TEE. 99 INSTALL CHEMICAL INJECTION QUILL PER DETAIL X, SHEET MX.X. 100 INSTALL 8"Ø EDPM EXPANSION JOINT PER PROCO STYLE 231, OR EQUAL. 101 INSTALL VESSEL-MOUNTED PIPE SUPPORT PER MF'R SHOP DRAWINGS. 102 INSTALL 8"Ø S.S. CROSS TEE. 103 INSTALL 16" X 12"Ø 90˚ SCH. 20 316 S.S. REDUCING ELBOW. 104 INSTALL 2 BLOCK HIGH CMU SPLASH GUARD. 105 INSTALL PIPE SUPPORT PER DETAIL S1, SHEET M4.0. 106 INSTALL 9" X 9" X 1/2" HSS GALVANIZED STEEL.

VESSEL #1 VESSEL #2 VESSEL #3 VESSEL #4 LAG HEADER RAW WATER FROM WELL PUMP BACK WASH TO SEWER MANHOLE EFFLUENT TO CITY DISTRIBUTION SYSTEM VESSEL #5 VESSEL #6 COMPRESSED AIR FROM AIR COMPRESSORS FILTER-TO-WASTE STORM DRAIN MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-G2.0.dwg - Tab: PROCESS FLOW DIAGRAM - by khernandez on 05/29/25 at 4:54:53 PM 135 CIP No. WT 1902 DSL FLOW METER LEGEND LIQUIDS PUMP AIR FM PROCESS/ISOLATION VALVE 1. PROCESS FLOW DIAGRAM ONLY SHOWS GENERAL DIRECTION OF FLOWS AND PROCESS-RELEVANT EQUIPMENT. SEE P&ID SHEETS FOR A MORE ACCURATE AND DETAILED SCHEMATIC OF TREATMENT SYSTEM. NOTES: FUTURE PROCESS FLOW DIAGRAM G2.0 05 PROCESS/ ISOLATION VALVE (NORMALLY OPEN) (NORMALLY CLOSED) 10' TREATMENT PLAN SEE SHEET C1.1
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C1.0.dwg - Tab: SITE PLAN - by khernandez on 11/11/24 at 4:59:03 PM 135 CIP No. WT 1902 DSL LAMPSON AVENUE SITE PLAN SCALE: 1" = 20'-0" EXIST. 36"Ø STORM DRAIN RIGHT OF WAY EXIST. FENCE EXIST. GATE EXIST. CONCRETE WALL 8' CMU WALL MATCH EXISTING STYLE/COLOR. EXIST. RIGHT OF WAY EXIST. 34" SCG TRANSMISSION LINE EXIST. TELEPHONE CABLE EXIST. RIGHT OF WAY EXIST. 18" Ø STORM DRAIN EXIST. 16"Ø POTABLE WATERLINEEXIST. 8"Ø SEWERLINE EXIST. SEWER MANHOLE 20 10 0 20 40 EXIST. SEWER MANHOLE TREATMENT PLAN SEE SHEET C1.1 SEE LAMPSON WELL AS-BUILTS, PROJECT NO. WT0903 4" Ø PVC CONDUIT FOR FUTURE FIBER OPTIC CONNECTION SEE ELECTRICAL DEPRESSED SEWER SEE SHEET C3.2 OLD RANCH COUNTRY CLUB DETENTION TANK SEE SHEET C3.3. NORTH END CMU WALL SOUTH END CMU WALL SITE PLAN C1.0 06 104.0' 6.0'± 10.0'

10.0' 12.0'
± 8.3'

9.5'± 11.5' 38.5' 22.0' 22.0'

1.4'±

15.0' 10.4' 5.0' 5.0'

5.8'±

19.0' 9.0' 1.2'

9.0'± 28.0' SITE PLAN SCALE: 1" = 5'-0" VESSEL-4 VESSEL-3 VESSEL-2 VESSEL-1 ELECTRICAL BUILDING 15' x 10' EXIST. ELECTRICAL EQUIPMENT EXIST. LAMPSON WELL BUILDING 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS AND PIPE APPURTENANCES REQUIRED FOR PROPER INSTALLATION AND SHALL ACCOUNT FOR ADEQUATE LAY LENGTH. THIS INCLUDES PROVIDING THE NECESSARY FLANGE ADAPTERS NEEDED FOR PROPER CONNECTION. 2. ALL STEEL PIPE BELOW GROUND SHALL BE CML&C SCH 20 CARBON STEEL AND ALL STEEL PIPE ABOVE GROUND SHALL BE SCH 20 316 STAINLESS STEEL. ALL UNDERGROUND PIPING SHALL BE POLYETHYLENE WRAPPED PER CATHODIC PROTECTION PLANS. ALL BOLTS AND NUT FASTENERS SHALL BE 316 STAINLESS STEEL, U.N.O. 3. CONTRACTOR SHALL INSTALL ALL PIPE AND FITTINGS PER APPLICABLE AWWA REQUIREMENTS. 4. ALL DAMAGED LINERS AND COATINGS SHALL BE REPAIRED IN THE FIELD. 5. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE LINES AT THE PROPOSED CONNECTION POINTS AND VERIFY HORIZONTAL LOCATION, ELEVATION, MATERIAL OF CONSTRUCTION, AND SIZE. DIMENSIONS OF STRUCTURES, PIPING, AND COMPONENTS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO PROVIDE AND INSTALL 316 SS PIPE SUPPORTS PER SPECIFICATIONS. ALL DRY AREA PIPE SUPPORTS SHALL BE STAINLESS STEEL U.N.O. 7. CONTRACTOR TO INSTALL MANUFACTURER PROVIDED PUMP BASE AND BRACKETS PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR SHALL CONFIRM SUPPLY OF PUMP MOUNTING EQUIPMENT WITH PUMP SUPPLIER. ALL PROCESS PIPES SHALL BE COLOR COATED PER THE SPECIFICATIONS WITH THE EXCEPTION OF STAINLESS STEEL PIPES. ALL ABOVE GROUND PIPES SHALL ALSO BE OUTFITTED WITH A FLOW DIRECTION ARROW & LABELS. 8. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL FOR EACH EQUIPMENT ITEM PRIOR TO INSTALLATION. INSTALLATION DETAILS FOR ALL EQUIPMENT ITEMS SHALL BE PER RESPECTIVE EQUIPMENT MANUFACTURER'S SHOP DRAWINGS AND RECOMMENDED INSTALLATION REQUIREMENTS. 9. GROOVE FITTINGS MAY BE USED IN LIEU OF FLANGE FITTINGS FOR ALL ABOVE GROUND PIPING. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY PIPING AND EQUIPMENT NEEDED FOR PROCESS ISOLATION, BYPASS, AND TRANSITION. 11. ALL YARD PIPING SHALL BE SURVEYED AT ALL FITTINGS PRIOR TO BACKFILL. 12. ALL BURIED METALLIC PIPE SHALL BE POLY WRAPPED PER SHEET C6.1, AND BOLTED JOINTS TO BE WRAPPED WITH NO-OX-ID. EXIST. ROW EXIST. FENCE EXST. SCE XFMR 18" DRAIN LINE (SEE SHEET C3.1) VESSEL PROCESS PIPING PER MECHANICAL EXIST. 16" Ø LAMPSON WELL STEEL DISCHARGE PIPING EXIST. 18" Ø PVC STORM DRAIN EXIST. CHLORINE STORAGE TANK EXIST. EFFLUENT SAMPLING LINE BACKWASH TO SEWER (SEE SHEET C3.0) BACKWASH TO SEWER (SEE SHEET C3.0) (SEE SHEET C3.0) PUMP TO WASTE CATCH BASIN EXIST. SEWER DISCHARGE MH PROTECT IN PLACE EXISTING PIPE 19 1 16 17 21 23 20
2 11
1 61
3 25 26 26 (2 TYP) 25 25 (TYP) 22 47 NOTES: (57.0 LF±) 55 CONSTRUCTION NOTES No. DESCRIPTION 1 INSTALL 12"Ø SDR 18 PVC PIPE.
2 INSTALL 6"Ø SDR 18 PVC PIPE.
3 INSTALL 18"Ø SDR 18 PVC PIPE.
4 INSTALL 16"Ø CML&C SCH. 20 CARBON STEEL PIPE. 10 INSTALL 6"Ø PVC DUAL DIRECTION CLEAN OUT TEE PER DETAIL D, SHEET C7.2. 11 INSTALL 6"Ø SDR 18 PVC P-TRAP. 16 INSTALL 16"x16"x16" CML&C SCH. 20 CARBON STEEL TEE WITH MJ RESTRAINTS. 17 INSTALL 16"Ø BURIED D.I. BUTTERFLY VALVE W/ WORM GEAR & 2" OPERATING NUT AND NJ 19 BUTT STRAP EXISTING STEEL WELL DISCHARGE PIPE TO PROPOSED TREATMENT SYSTEM TEE PER DETAIL E, SHEET 7.2. 20 INSTALL VALVE RISER & BOX WITH COVER PER DETAIL B, SHEET C7.1 21 INSTALL 1/2"Ø TYPE K SOFT COPPER PIPE AND FITTINGS. 22 INSTALL 1"Ø WELDED SERVICE SADDLE OUTLET. 23 WELD 1/2"Ø TYPE K SOFT COPPER PIPE TO EXISTING EFFLUENT SAMPLING LINE. 25 INSTALL 3"Ø SCH. 20 316 S.S. PIPE AND FITTINGS. 26 INSTALL 3"Ø 90˚ SCH. 20 316 S.S. PIPE ELBOW. 47 INSTALL 3"Ø SCH 80 PVC CONTAINMENT PIPE W/ 3/4" HDPE TUBING, CONTAINMENT PIPE SLOPE MIN. 0.5% TOWARDS PULL BOX. 48 INSTALL 16"Ø VICTAULIC COUPLING. 49 INSTALL PIPE 316 S.S. SUPPORT. 55 INSTALL FRP ELECTRICAL ENCLOSURE BUILDING PER MANUFACTURER RECOMMENDATIONS. 56 INSTALL CONC. THRUST BLOCK PER DETAIL A, SHEET C7.1. 59 INSTALL 16"Ø DRESSER STYLE 128-W FLANGE ADAPTER. 61 INSTALL BOLLARD PER DETAIL C, SHEET C7.0 66 INSTALL TWO AIR COMPRESSORS AIRCENTER SM 7.5 FROM KAESER OR EQUAL. PROVIDE DISCHARGE STAINLESS STEEL CHECK VALVE,BALL VALVE AND PRESSURE RELIEF VALVES. ALL SYSTEM COMPONENTS INCLOSED IN ONE SINGLE UNIT. FLOW RATE 32.5 CFM @125 PSI. MOTOR 7.5 HP. 68 INSTALL 16"x16"x16"x16" CML&C SCH.20 CARBON STEEL CROSS WITH MJ RESTRAINTS. 69 INSTALL 16" D.I. BLIND FLANGE (24.0± LF) EXIST. BOLLARD (TYP) (49.0± LF) (TYP) 47 (61.5± LF±) 47 (41.0± LF) (34.5± LF) (21.0± LF) 47 MAT SLAB FOUNDATION (SEE SHEET C3.0)
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C1.1.dwg - Tab: PROPOSED TREATMENT LAYOUT - by khernandez on 02/13/26 at 1:43:38 PM 135 CIP No. WT 1902 DSL TIE-IN TO EXISTING CHEMICAL FEED SYSTEM (SEE SHEET M5.0) 5 2.5
0 5 10 CHEMICAL TUBING PULL BOX (H-20 RATED) INFLUENT/EFFLUENT PIPING (SEE SHEET C4.0) 4 CHEMICAL TUBING PULL BOX
CONFORMED PLANS - ISSUED FOR CONSTRUCTION TREATMENT SYSTEM SITE PLAN C1.1 07 CONTRACTOR TO VERIFY LAY LENGTH, BUTT STRAP TO RESTRAIN AND CONNECT TO EXISTING 16" STEEL PIPE. 66 (SEE MECH/ELEC) SEE AIR COMPRESSOR PIPING DETAIL C, SHEET M7.0 59 (TYP) 56 56 (TYP) 56 68 69 19 NORTH SEC 1520253035 1520253035 10+00 10+50 11+00
INV 16.31± EX. AC 21.64 21.40 EX. FG EXIST. AC 21.55±
36+00
6' 28'
4'
21'
5'
12' 16'
5'
104' EAST SEC 1520253035 1520253035 20+00 20+50 21+00 21+50 21+75 22.10± EX. FG EX. FG 20.69 EX. FG 20.14± S=0.003 Point Table Point # 1 2
3 4 Northing 2232664.87 2232560.30 2232671.01 2232490.99 Easting 6012526.49 6012552.18 6012521.12 6012517.27 Description NE CONCRETE PAD CORNER SW CONCRETE PAD CORNER NORTH END CMU WALL SOUTH END CMU WALL MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C2.0.dwg - Tab: PROPOSED VESSEL CONCRETE PAD PLAN - by khernandez on 02/12/26 at 4:11:06 PM 135 CIP No. WT 1902 DSL VESSEL CONCRETE PAD PLAN SCALE: 1" = 10'-0" 10 5 0 10 20 FFE. 22.30' RIGHT OF WAY SECTION - B SCALE: 1" = 10'-0" SECTION - A SCALE: 1" = 10'-0" FFE. 22.30' RIGHT OF WAY B
- EXIST. GRADE 8' CMU WALL SEE SHEET S4.0
A
- EDGE OF EXIST. ASPHALT GRADE APPROX. EDGE OF EXIST. ASPHALT INSTALL CONCRETE RAMP PER ADA STANDARDS OR DETAIL D ON SHEET C7.1 INSTALL CONCRETE RAMP PER ADA STANDARDS OR DETAIL D ON SHEET C7.1 INSTALL 4" OF 3/4" CRUSHED ROCK OVER NON-WOVEN GEOTEXTILE (SLOPE TO GRADE) 4" SCH. 40 PVC PERFORATED DRAIN PIPE REINFORCED CONCRETE MAT FOUNDATION, SEE SHEET S3.0. EXIST. SOIL 8" OF CRUSHED ROCK PER GEOTECH. REPORT (90% RELATIVE COMPACTON) EXIST. SOIL EXIST. SOIL REINFORCED CONCRETE MAT FOUNDATION, SEE SHEET S3.0. REINFORCED CONCRETE MAT FOUNDATION, SEE SHEET S3.0. (SUBGRADE PREP PER GEOTECH REQUIREMENTS) CITY OF SEAL BEACH TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT 8' CMU WALL, SEE SHEET S4.0. WALL FOOTING. SEE DETAIL A, SHEET S4.0 SAW CUT ASPHALT 4' BEYOND MAT SLAB INSTALL 6" AC ON 3" AB PER GEOTECH. REPORT INSTALL 4" OF 3/4" CRUCHED ROCK OVER NON-WOVEN GEOTEXTILE (SLOPE TO GRADE) INSTALL 6" AC ON 3" AB PER GEOTECH REPORT 8" OF CRUSHED ROCK PER GEOTECH. REPORT (90% RELATIVE COMPACTON) INSTALL FOOTING DRAINAGE SYSTEM PER DETAIL A, SHEET C2.0. DAYLIGHT DETAIL - A SCALE: 1" = 2' SEE DETAIL - A HEREON CMU WALL 4" OF 3/4" CRUSHED ROCK GROUND COVER NATIVE SOIL POLYPROPYLENE NON-WOVEN MICROFILAMENT GEOTESTILENATIVE SOIL PERVIOUS FILL PER, SPPWC STD. PLAN 217-4 (NO FINES) FOOTING PER STRUCTURAL PLANS 4" SCH. 40 PVC PERFORATED DRAIN PIPE 1 2
3 4 PROPOSED VESSEL CONCRETE PAD PLAN C2.0 08 REMOVE EXISTING CHAIN LINK FENCE AND GATE CLEARING AND GRUBBING OF EXISTING LANDSCAPING MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C2.2.dwg - Tab: C2.1 - by khernandez on 05/23/25 at 1:48:44 PM 135 CIP No. WT 1902 DSL EXISTING SITE PLAN (FOR REFERENCE ONLY) C2.1 9 MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C2.2.dwg - Tab: C2.2 - by khernandez on 05/23/25 at 1:48:44 PM 135 CIP No. WT 1902 DSL EXISTING GRADING PAVING & DRAINAGE PLAN (FOR REFERENCE ONLY) C2.2 10 BACKWAS-TO-WASTE PROFILE 101520253035 101520253035 10+00 10+50 11+00 11+50 11+75 STA 11+14.15
IE 17.86
STA 11+36.58
IE 17.78
END CONC. ENCASEMENT
STA 11+40.26
IE 16.85 S=0.0092 EX. AC 20.93 EXIST. TOP OF MANHOLE 21.60 STA 10+87.37
IE 17.97
STA 10+95.54
IE 17.94 24" PIPE 31.30
STA 10+25.00
IE 18.21 19.80 BOTTOM OF MAT
STA 10+24.27
STA 10+90.05
IE 17.96 L2
L3 L1 STA. 0+25.75 BEGIN CONST. STA. 0+38.68 END CONST. SEE MECH. PLAN STA. 11+36.58 STA. 11+40.26 END CONST. SEE MECH. PLAN 0+25 0+39 11+40 10+25 11+00 STA. 11+14.15 AP STA. 10+87.37
51+00 51+22 STA. 10+90.05 STA. 10+95.54
L13 STA. 10+25.00 BEGIN CONST LINE DATA LINE # L2L3 DISTANCE 89.15' 26.11' BEARING S88°49'54"E N63°38'16"E START POINT N 2232563.16, E 6012536.29 N 2232561.34, E 6012625.42 END POINT N 2232561.34, E 6012625.42 N 2232572.93, E 6012648.82 12" DRAIN-TO-WASTE PROFILE 101520253035 101520253035 0+00 0+50 0+75 STA 0+24.98
IE 16.36
STA 0+39.83
IE 16.25 S=-0.0074 EXIST. AC 21.08 LINE DATA LINE # L1 DISTANCE 13.68' BEARING S88°40'16"E START POINT N 2232622.58, E 6012547.51 END POINT N 2232622.26, E 6012561.19 MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C3.0.dwg - Tab: BACKWASH & DRAIN PLAN & PROFILE - by khernandez on 03/31/25 at 9:59:35 AM 135 CIP No. WT 1902 DSL DRAIN-TO-WASTE & BACKWASH-TO-WASTE PLAN SCALE: 1" = 10'-0" 10 5 0 10 20 12" DRAIN-TO-WASTE PROFILE SCALE: VERT: 1" = 5'-0" HORZ: 1" = 10'-0" INV 15.00± EXIST 16" WELL DISC. EXIST 18" SD
INV 15.55± BACKWASH-TO-WASTE PROFILE RIGHT OF WAY 8" CMU WALL SEE SHEET S4.0 65± L.F. OF 12" Ø SDR 18 PVC 15± L.F. OF 12"Ø SDR 18 PVC VESSEL 2 VESSEL 3 VESSEL 4 ELECTRICAL BUILDING EXIST. WELL ROOM EXIST. FENCERIGHT OF WAY
1 5 50 11
5 2 12 11
INV 15.50± EXIST 8" SEWER LINE. 12" DRAIN-TO-WASTE LINE DATA BACKWASH-TO-WASTE LINE DATA INSTALL CONCRETE RAMP PER STRUCTURAL EXIST ASPHALT 1 5
2 1
4"± 50 24 43
1 RIGHT OF WAY
2 51
6 53 50± L.F. OF 6"Ø SDR 18 PVC
5 24 43 51
1 53
6 MAT SLAB SEE SHEET C2.0 MAT SLAB SEE SHEET C2.0 12" BACKWASH TO WASTE 12" DRAIN TO WASTE CONSTRUCTION NOTES: No. DESCRIPTION 1 INSTALL 12"Ø SDR 18 PVC PIPE W/ PUSH ON GASKET JOINTS. 2 INSTALL 6"Ø SDR 18 PVC PIPE.
5 INSTALL PIPE PENETRATION PER DETAIL E, SHEET C7.0.6 INSTALL CONCRETE PIPE ENCASEMENT PER DETAIL B, SHEET C7.0. 11 INSTALL 6"Ø SDR 18 PVC P-TRAP. 12 INSTALL 4'(L)x4'(W)x6'(H) PRECAST JUNCTION BOX PER DETAIL A, SHEET C7.0. 24 INSTALL 6"Ø 30˚ SDR 18 PVC PIPE BEND. 43 INSTALL 12"Ø SDR 18 PVC TEE. 50 INSTALL 6"Ø BURIED SERVICE D.I. BUTTERFLY VALVE W/WORM GEAR & 2" ACTUATING NUT 51 INSTALL 12"x6" SDR 18 PVC ECCENTRIC REDUCER. 53 INSTALL 12"Ø 90˚ SCH. 20 CML&C STEEL PIPE ELBOW. SEE SHEET C2.0 SCALE: VERT: 1" = 5'-0" HORZ: 1" = 10'-0" BACKWASH & DRAIN PLAN & PROFILEC3.0 11 56 INSTALL CONC. THRUST BLOCK PER DETAIL A, SHEET C7.1. TYP 56 56 56 56 56 67 67 INSTALL 12'-0" Ø X 8'-0" H 4,900 GALLON DETENTION TANK AND CONCRETE PAD BY POLY PROCESSING OR EQUIVALENT 20+25 20+54 L5
L6 L7 STA. 20+25.00 STA. 20+39.65 STA. 20+52.35 STA. 20+54.45 OUTLET 50+25 2.5' 2.5' 101520253035 101520253035 20+00 20+50 20+75 S=-0.0302 STA 20+25.00
IE 17.53
STA 20+39.65
IE 17.09
STA 20+52.35
IE 16.71 TOP OF BASIN 21.80 EXIST. GRADE 22.04 EXIST. AC 21.90 STA 20+54.45
IE 16.65 LINE DATA LINE # L5L6L7 DISTANCE 14.65' 12.70' 2.10' BEARING S88°46'00"E S43°46'02"E S88°41'17"E START POINT N 2232667.64, E 6012537.39 N 2232667.32, E 6012552.03 N 2232658.15, E 6012560.82 END POINT N 2232667.32, E 6012552.03 N 2232658.15, E 6012560.82 N 2232658.10, E 6012562.92 MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C3.1.dwg - Tab: 18 INCH DRAIN - by khernandez on 11/12/24 at 11:32:08 AM 135 CIP No. WT 1902 DSL 18" DRAIN PLAN SCALE: 1" = 5'-0" 18" DRAIN PROFILE RIGHT OF WAY 30± L.F. OF 18" Ø SDR 18 PVC GRAVEL EXIST. PUMP-TO-WASTE VAULT 5 13 13 VESSEL 1
3 GROUT EL. 22.3'
3 13
5 13
5 6
6 PUMP-TO-WASTE SCALE: VERT: 2" = 5'-0" HORZ: 1" = 5'-0" 52 58 (TYP) (BxB) (SWJ)
(SWJ) (BxB)
5 2.5
0 5 10 2% CONSTRUCTION NOTES: 3 INSTALL 18"Ø SDR 18 PVC PIPE. 5 INSTALL PIPE PENETRATION PER DETAIL F, SHEET C7.0.6 INSTALL CONCRETE PIPE ENCASEMENT PER DETAIL B, TYPE B, SHEET C7.0. 13 INSTALL 18"Ø 45˚ SDR 18 PVC PIPE BEND. 52 INSTALL 5'(W) x 10'(L) x 5.25'(H) PRECAST CATCH BASIN. 58 CORE DRILL EXISTING PUMP-TO-WASTE VAULT PER DETAIL F, SHEET C7.0. No. DESCRIPTION 5 CATCH BASIN INLET 52 18 INCH DRAIN PLAN & PROFILE C3.1 12 3' 9'±
45°' 4''SS 4''SS 4''SS 4''SS 6''SS 6''SS 6''SS
11' LAMPSON AVE
510152025
510152025 0+90 1+00 1+50
STA 1+00.65
IE 11.33
STA 1+00.99
IE 11.33
STA 1+04.24
IE 10.23
STA 1+38.24
IE 10.23
STA 1+41.49
IE 11.37
STA 1+41.82
IE 11.37 S=0.0000 FG36" SD 11.73 42.50' LF 6"DIA. SCH 20 PVC PIPE MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C3.2.dwg - Tab: 6 INCH SEWER IMPROVEMENTS - by khernandez on 05/13/24 at 1:47:43 PM 135 CIP No. WT 1902 DSL SITE PLAN SCALE: 1" = 5'-0" C LAMPSON AVENUE 44 45 CONSTRUCTION NOTES: No. DESCRIPTION 44 INSTALL 6"Ø SDR 26 PVC PIPE. 45 INSTALL 6"Ø 45˚ SDR 26 PVC BEND. NOTES: 1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS SUCH AS, PIPE INVERTS, PIPE SLOPES, MANHOLE DIMENSIONS, AND DISTANCES BETWEEN EXISTING MANHOLES. 2. ALL DAMAGED LINERS AND COATINGS SHALL BE REPAIRED IN THE FIELD. 3. CONTRACTOR SHALL ENSURE THAT ANY PROPOSED SEWER LINES SHALL BE, AT A MINIMUM, 12" BELOW WHEN CROSSING ANY POTABLE WATER LINES AND SHALL NOT HAVE JOINTS WITHIN 8' OF THE CROSSING. THE ANGLE OF CROSSING SHALL BE BETWEEN 45° AND 90°. UNLESS NOTED OTHERWISE. 45 44 44 EXISTING 4" SEWER LINE (PROTECT IN PLACE) MANHOLE INVERT RECONSTRUCTION. SEE DETAIL A, SHEET C7.2. 57 L EXIST. 36" STORM DRAIN (PROTECT IN PLACE) S=0.3495 S=0.3508 44 45 45 45 45 56 56 EXIST. SURFACE (LAMPSON AVENUE) EXIST. MH EXIST. MH INSTALL MANHOLE PIPE PENETRATION PER SPPWC STD. PLAN 208-3 SCALE: VERT: 2" = 5' HORZ: 1" = 5' LAMPSON AVE PROFILE 5 2.5
0 5 10 INSTALL CONCRETE THRUST BLOCK PER DETAIL A, SHEET C7.1 56 56 56 6 INCH SEWER IMPROVEMENTS C3.2 13 PIPE ENCASEMENT MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C3.3.dwg - Tab: DETENTION TANK - by khernandez on 02/12/26 at 4:55:55 PM 135 CIP No. WT 1902 DSL SECTION - A: DETENTION TANK SCALE: 1/2" = 1'-0" 18" THK CONCRETE PAD PER STRUCTURAL MANWAY 37 9 36 DETENTION TANK PLAN CAPACITY: 4900 GALLONS 18" CONCRETE EQUIPMENT PAD 2 43
9 A
9 TO SEWER SYSTEM SEE SHEET C3.0 FROM BACKASH HEADER SEE SHEET C3.0 37 43 (BxB) (SWJ) PUSH ON GASKET JOINT 2 PUSH ON GASKET JOINT (BxB)(SWJ) PUSH ON GASKET JOINT CAPACITY: 4900 GALLONS 60 60 SCALE: 1/2" = 1'-0" 2 1 0
2 4 CONSTRUCTION NOTES: No. DESCRIPTION
2 INSTALL 6"Ø SDR 18 PVC PIPE.
9 INSTALL 8"Ø 90˚ SWJ SDR 18 PVC PIPE ELBOW. 36 INSTALL 8"Ø (FLGxFLG) DI BUTTERFLY VALVE W/ WORM GEAR AND HANDWHEEL. 37 INSTALL 8"Ø REDUCER EPDM EXPANSION JOINT PER PROCO STYLE 231, OR EQUAL. 43 INSTALL 12"x8"Ø SDR 18 PVC TEE. 56 INSTALL CONC. THRUST BLOCK PER DETAIL A, SHEET C7.1. 60 INSTALL 8"Ø FLANGE ADAPTER. 67 INSTALL 12'-0" Ø X 8'-0" H 4,900 GALLON DETENTION TANK AND CONCRETE PAD BY POLY PROCESSING OR EQUIVALENT TANK VENT W/ INSECT SCREEN PER TANK MFR REQUIREMENTS 8" INLET/OUTLET AS CLOSE TO BOTTOM OF TANK AS POSSIBLE SUBGRADE PER GEOTECH 36 MANWAY DETENTION TANK C3.3 14 56 56 L TANK IS CONSIDERED A DEFERRED SUBMITTAL. CONTRACTOR TO ENSURE THE NECK OF THE INLET/OUTLET IS LONG ENOUGH TO PREVENT FLANGE INTERFERENCE WITH THE CONCRETE PAD. 14'± 14'± Ø144"± 56 67 67
LINE DATA LINE # L13 DISTANCE 96.98' BEARING S1°12'36"W START POINT N 2232654.40, E 6012548.14 END POINT N 2232557.44, E 6012546.09 50+25 51+00 51+22 STA. 50+25.00 BEGIN CONST. STA. 50+56.82 STA. 50+69.00 STA. 51+07.50 STA. 51+21.98 END CONST. 101520253035 101520253035 50+00 50+50 51+00 51+50 S=-0.0034 S=0.0016 STA 50+26.40
IE 16.46
STA 50+47.01
IE 16.39
STA 50+56.83
IE 16.36
STA 50+69.00
IE 16.38
STA 51+07.50
IE 16.44
STA 51+21.66
IE 16.46 FG20.63 FG21.96
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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Advanced Water Engineering
CONFORMED PLANS - ISSUED FOR CONSTRUCTION CITY OF SEAL BEACH LAMPSON WELL TREATMENT PROJECT No. CIP No. WT 1902 DSL MSA / JT FEB 2026 FESS I A NEER I L ENG D No. C44825 O I F R N I A E A T VC C I O F I A L L Exp. 03-31-26N PRO O S REG I T S T ERE DUNCA N S . LEE SEE COVER SHEET W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C3.4.dwg - Tab: 12 INCH DRAIN - by khernandez on 05/20/24 at 2:43:22 PM 135 CIP No. WT 1902 DSL 10 5 0 10 20 12" FILTER-TO-WASTE 7 43 43 43 43 46 NEW 16" INF
INV 18.11±
INV 18.11±
NEW 16" EFF
NEW 12" BW
INV 18.21± T.O.C. PAD FFE 22.30 95± L.F. OF 12" Ø SDR 18 PVC 12" FILTER-TO-WASTE SCALE: 1" = 10'-0" 12" FILTER-TO-WASTE SCALE: 1" = 10'-0" 7 46 46 46 46 1 24"x24" CATCH BASIN WITH 4"x4" CURB PER STRUCTURAL (TYP. 4) 54 6 CONSTRUCTION NOTES 1 INSTALL 12"Ø SDR 18 PVC PIPE. 6 INSTALL CONCRETE PIPE ENCASEMENT PER DETAIL B, TYPE B, SHEET C7.0. 7 INSTALL 12" 90˚ SDR 18 PVC PIPE ELBOW. 43 INSTALL 12"Ø SDR 18 PVC TEE. 46 INSTALL 12"Ø SDR 18 PVC END CAP. 54 INSTALL 3" PERFORATED PVC DRAIN PIPE WRAPPED WITH GEOFABRIC. NO. DESCRIPTION 50+00 50+50 51+00 51+50 (BxB)(SWJ) (BxBxB)(SWJ)(TYP) 12 INCH FILTER-TO-WASTE DRAIN C3.4 15 40+25
41+00
41+19
L10
L11
L12
30+25
31+00
31+09
L8
L9 STA. 31+08.55 END CONST. SEE MECH. PLAN STA. 41+19.49 END CONST. SEE MECH. PLAN STA. 40+72.90 STA. 40+39.90 STA. 40+25.00 BEGIN CONST. STA. 30+96.11 STA. 41+06.89 STA. 41+09.56 STA. 30+98.55 STA. 41+14.15 STA. 31+03.21 STA. 30+33.84 STA. 30+64.22 L13 STA. 30+25.00 BEGIN CONST. 16 INCH INF 101520253035 101520253035 40+00 40+50 41+00 41+25 STA 40+25.00
IE 18.11
STA 40+39.90
IE 18.11
STA 40+72.90
IE 18.11
STA 41+09.56
IE 17.00
STA 41+14.15
IE 17.00
STA 41+19.49
IE 17.00 S=0.0000
STA 40+23.75
STA 41+06.89
IE 18.11 LINE DATA LINE # L10 L11 L12 DISTANCE 14.90' 33.01' 46.58' BEARING S26°07'07"E S71°07'06"E S26°07'06"E START POINT N 2232661.99, E 6012532.24 N 2232648.61, E 6012538.79 N 2232637.93, E 6012570.03 END POINT N 2232648.61, E 6012538.79 N 2232637.93, E 6012570.03 N 2232596.11, E 6012590.54 16 INCH FROM EFFLUENT 101520253035 101520253035 30+00 30+50 31+00 31+25 STA 30+25.00
IE 18.11
STA 30+64.22
IE 18.11
STA 30+96.11
IE 18.11
STA 30+98.55
IE 17.00
STA 31+03.21
IE 17.00
STA 31+08.55
IE 17.00 S=0.0000
STA 30+33.89
IE 18.11 LINE DATA LINE # L8L9 L13 DISTANCE 8.89' 30.33' 44.34' BEARING N68°39'01"E S71°06'32"E S26°06'35"E START POINT N 2232641.13, E 6012531.28 N 2232644.37, E 6012539.56 N 2232634.55, E 6012568.25 END POINT N 2232644.37, E 6012539.56 N 2232634.55, E 6012568.25 N 2232594.74, E 6012587.76 MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C4.0.dwg - Tab: 16 INCH INFLUENT & TREATED EFFLUENT PLAN & PROFILE - by khernandez on 01/28/25 at 3:25:53 PM 135 CIP No. WT 1902 DSL 16" INFLUENT & EFFLUENT PLAN SCALE: 1" = 10'-0" 10 5 0 10 20 16" EFFLUENT PROFILE 16" INFLUENT PROFILE SCALE: VERT: 1" = 5' HORZ: 1" = 10' EXIST 18" SD
INV 16.13± 16" EFFLUENT LINE DATA 16" INFLUENT LINE DATA 83± L.F. OF 16" Ø CML&C SCH. 20 CARBON STEEL 95± L.F. OF 16" Ø CML&C SCH. 20 CARBON STEEL 4 14 15 15 17 16 14 15 15 15 17 16
EXIST 18" SD
INV 16.16±
6"
CLR.
6"±
CLR. 1414 15 15 151617 16 17 15 15 15 T.O.C. PAD FFE 22.30 RIGHT OF WAY 15 4 15 20 20
6 6 4' TYP 56 TYP 56 CONSTRUCTION NOTES No. DESCRIPTION 4 INSTALL 16"Ø CML&C SCH. 20 CARBON STEEL PIPE.
6 INSTALL CONCRETE PIPE ENCASEMENT PER DETAIL B, SHEET C5.0. 14 INSTALL 16"Ø 90˚ CML&C SCH. 20 CARBON STEEL PIPE ELBOW. 15 INSTALL 16"Ø 45˚ CML&C SCH. 20 CARBON STEEL PIPE BEND. 16 INSTALL 16"x16"x16" CML&C SCH. 20 CARBON STEEL TEE. 17 INSTALL 16"Ø BURIED D.I. BUTTERFLY VALVE W/ WORM GEAR & 2" OPERATING NUT. 20 INSTALL VALVE RISER & BOX WITH COVER PER DETAIL B, SHEET C7.1 54 INSTALL 3" PERFORATED PVC DRAIN PIPE WRAPPED WITH GEOFABRIC. 56 INSTALL CONC. THRUST BLOCK PER DETAIL A, SHEET C7.1 (WLD)
(FLG)
(WLD)
(WLD)
(WLD)
(FLG)
(WLD)
(WLD)
(WLD)
(WLD)
(WLD) 14 (WLD)
(WLD)
(WLD)
(WLD) (WLD) (WLD) (WLD) 15 (WLD) (WLD) (WLD) SCALE: VERT: 1" = 5' HORZ: 1" = 10' 3" AIR LINE
IE. 17.00
3" AIR LINE
IE. 17.00 S=0.50 S=0.50 (FLG) (WLD) 15 (WLD) (WLD) (WLD) (WLD) (WLD) (FLG) (WLD) 20 20 3" CHEM LINE
IE. 15.00
3" CHEM LINE
IE. 15.00 PIPE ENCASEMENT TO BE REDUCED TO NOT CONFLICT WITH GAC SLAB PIPE ENCASEMENT TO BE REDUCED TO NOT CONFLICT WITH GAC SLAB 16 INCH INFLUENT & TREATED EFFLUENT PLAN & PROFILE C4.0 16 24'-0" T.O.F. 19.84' T.O.W. 29.84' EX. F.G. 21.97' EX. F.G. 22.04' T.O.C. 22.30' 8" T.O.F. 19.17' T.O.W. 29.17' T.O.F. 19.84' T.O.W. 29.84' EX. F.G. 21.94' EX. F.G. 21.98' EX. F.G. 22.04' 24'-0" 24'-0" 21'-4" 13'-4" 8"
8" EX. F.G. 20.89' EX. F.G. 19.99' EX. T.O.W. 27.34' T.O.F. 17.84' T.O.W. 27.84' T.O.F. 18.50' T.O.W. 28.50' EX. F.G. 21.10' EX. F.G. 21.54' MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C5.0.dwg - Tab: PROPOSED WALL SECTIONS - by khernandez on 04/19/23 at 4:37:12 PM 135 CIP No. WT 1902 DSL 24'-0" MIDDLE WALL SCALE: 3/8" = 1'-0" SOUTH WALL SCALE: 3/8" = 1'-0" EXISTING WALL PROPOSED WALL

CONTINUATION MIDDLE WALL ABOVE CONTINUATION SOUTH WALL ABOVE CONTINUATION MIDDLE WALL BELOW NORTH WALL SCALE: 3/8" = 1'-0"

CONTINUATION NORTH WALL BELOW
(TYP.) 12'-0" 12'-0" 24'-0" NOTE: 1. SEE STRUCTURAL PLAN FOR ADDITIONAL WALL STRUCTURE DETAILS. 2. CONTRACTOR SHALL INSTALL JOINT SEALANT PER SPECIFICATIONS AT ALL CONTROL JOINTS. 3. CONTRACTOR SHALL MATCH STYLE AND COLOR OF THE EXISTING LAMPSON CMU WALL. WALL STEP FOOTING PER DS4.0 CONTROL JOINT PER
CS4.0 PROPOSED CMU WALL TO EXISTING WALL TRANSITION PER . EXISTING WALL LAMPSON AVE.

ES4.0 WALL STEP FOOTING PER
DS4.0 CONTROL JOINT PER
CS4.0 CONTROL JOINT PER
CS4.0 PROPOSED WALL SECTIONS C5.0 17
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C60 - CATHODIC PROTECTION.dwg - Tab: CP - by khernandez on 02/13/26 at 1:48:03 PM 135 CIP No. WT 1902 DSL SITE PLAN SCALE: 1" = 5'-0" VESSEL-4 VESSEL-3 VESSEL-2 VESSEL-1 EXIST. ELECTRICAL EQUIPMENT EXIST. LAMPSON WELL BUILDING 1. CONTRACTOR SHALL INSTALL INSULATING FLANGE KIT AT EVERY LOCATION AT WHICH DISSIMILAR METALS WOULD BE IN CONTACT, INCLUDING MECHANICAL PIPING. 2. CATHODIC PROTECTION IS CONSIDERED A DEFERRED SUBMITTAL. PLAN HAS BEEN PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL SUBMIT A SIGNED/STAMPED CATHODIC PROTECTION PLAN COMPLETED BY A REGISTERED CORROSION PROFESSIONAL. EXIST. ROW EXIST. FENCE EXST. SCE XFMR EXIST. 16" Ø LAMPSON WELL STEEL DISCHARGE PIPING EXIST. 18" Ø PVC STORM DRAIN PUMP TO WASTE CATCH BASIN NOTES: 10 5 0 10 20 63 62 62 64 CONSTRUCTION NOTES: No. DESCRIPTION 62 INSTALL 16"Ø INSULATING FLANGE JOINT PER DETAIL A, SHEET C6.3 63 INSTALL INSULATING FLANGE TEST STATION PER DETAIL A, SHEET C6.3 64 INSTALL ANODE BED WITH 6 ANODES WITH CP TEST STATION PER DETAIL B, SHEET C6.3 65 INSTALL 16"Ø INSULATION FLANGE KIT 65 16" Ø INFLUENT AND EFFLUENT PIPE CONFORMED PLANS - ISSUED FOR CONSTRUCTION CATHODIC PROTECTION C6.0 18 62 62

BURIED CP WIRES AND CONDUIT TRENCH NTS
B NTS

C BURIED FLANGE RIGID JOINT BONDING BURIED RUBBER GASKET FLEXIBLE JOINT BONDING EXOTHERMIC WELD NTS A NTS
D NOTES: 1. BOND WIRE SHALL BE NO. 6 AWG STRANDED HMWPE WIRE INSULATION UNLESS OTHER WISE SPECIFIED. 2. ALUMINO-THERMIC WELDS SHALL BE A MINIMUM OF 3" APART, AND 6" AWAY FROM RUBBER GASKET JOINTS. 3. BOND WIRE SHALL LAY FLAT WITH SLACK AGAINST THE PIPE, OR FITTING WITHOUT BRIDGING OVER FLANGES, COUPLINGS OR JOINTS. 4. FOR PIPE DIAMETERS 20" OR LESS, 2 BONDS CABLES ARE REQUIRED. 3 CABLE BONDS ARE REQUIRED FOR PIPE DIAMETERS LARGER THAN 20". 5. DO NOT BOND ACROSS INSULATING FLANGES OR ELECTRICAL ISOLATION DEVICES. 6. APPLY NO-OX-ID "A SPECIAL WW" GREASE AND WRAP ALL BURIED, NON-EPOXY COATED SURFACES I.E. FLANGES, COUPLINGS, ETC. NOTES: 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES ONLY. FOR VERTICAL SURFACES, A SIDE WELDER IS REQUIRED WHILE PIN BRAZING IS ALLOWED. 2. ALL WIRE WELDS SHALL BE A MINIMUM OF 3" APART. 3. STANDARD WELD CARTRIDGES SHALL BE USED FOR STEEL SURFACES. FOR DUCTILE IRON, THE WELD SHALL BE XF-19 ALLOY OR EQUIVALENT. USE APPROPRIATE SIZED CHARGES AND MOLDS FOR THE WIRE GAGE AND POSITION. 4. EXTEND ROYBOND 747 COATING 3" ONTO PIPE COATING OR AROUND WELD AREA. 5. USE COPPER SLEEVES AS RECOMMENDED BY THE EXOTHERMIC WELD MANUFACTURED FOR THE WIRE TO BE WELDED. 6. USE THE APPROPRIATE WELD MOLDS FOR HORIZONTAL AND VERTICAL APPLICATION. THIS DETAIL ILLUSTRATES THE USE OF A HORIZONTAL WELD CONFIGURATION. NOTES: 1. BOND WIRE SHALL BE NO. 6 AWG STRANDED HMWPE WIRE INSULATION UNLESS OTHER WISE SPECIFIED. 2. ALUMINO-THERMIC WELDS SHALL BE A MINIMUM OF 3" APART, AND 6" AWAY FROM RUBBER GASKET JOINTS. 3. BOND WIRE SHALL LAY FLAT WITH SLACK AGAINST THE PIPE, OR FITTING WITHOUT BRIDGING OVER FLANGES, COUPLINGS OR JOINTS. 4. DO NOT PLACE EXOTHERMIC OR PIN BRAZE WELD ON THE BELL OF THE PIPE. 5. FOR REMOVABLE PORTION OF MECHANICAL JOINT, SLEEVE COUPLING, GROOVED NED, AND OTHER FLEXIBLE JOINT, WELD BOND WIRE BEFORE INSTALLATION TO AVOID DAMAGING THE RUBBER GASKET. 6. FOR PIPE DIAMETERS OF 20" OR LESS, 2 CABLE BONDS ARE REQUIRED. 3 CABLE BONDS ARE REQUIRED FOR PIPE DIAMETERS LARGER THAN 20". 7. DO NOT BOND ACROSS INSULATING FLANGES OR ELECTRICAL ISOLATION DEVICES. 8. APPLY NO-OX-ID "A SPECIAL WW" GREASE AND WRAP ALL BURIED, NON EPOXY COATED SURFACES I.E. FLANGES, COUPLINGS, ETC. DUCTILE IRON OR STEEL PIPE NO. 6 AWG STRANDED BONDING WIRE WITH REFER TO HMWPE INSULATION EXOTHERMIC WELD DETAIL 3"
MIN 6" MIN SLEEVE-TYPE COUPLING MECHANICAL JOINT COUPLING VICTAULIC-TYPE COUPLING FLEXIBLE GASKET JOINT COUPLING SLEEVE-TYPE BONDING FLEXIBLE GASKET JOINT BONDING MECHANICAL JOINT BONDING GROOVED END / VICTAULIC-TYPE BONDING GROOVED END NOTES: 1. BOND WIRE SHALL BE NO. 6 AWG STRANDED HMWPE WIRE INSULATION UNLESS OTHER WISE SPECIFIED. 2. ALUMINO-THERMIC WELDS SHALL BE A MINIMUM OF 3" APART, AND 6" AWAY FROM RUBBER GASKET JOINTS. 3. BOND WIRE SHALL LAY FLAT WITH SLACK AGAINST THE PIPE, OR FITTING WITHOUT BRIDGING OVER FLANGES, COUPLINGS OR JOINTS. 4. FOR PIPE DIAMETERS 20" OR LESS, 2 BONDS CABLES ARE REQUIRED. 3 CABLE BONDS ARE REQUIRED FOR PIPE DIAMETERS LARGER THAN 20". 5. DO NOT BOND ACROSS INSULATING FLANGES OR ELECTRICAL ISOLATION DEVICES. 6. APPLY NO-OX-ID "A SPECIAL WW" GREASE AND WRAP ALL BURIED, NON-EPOXY COATED SURFACES I.E. FLANGES, COUPLINGS, ETC. DUCTILE IRON OR STEEL PIPE REFER TO EXOTHERMIC WELD DETAIL FLANGE COUPLING ADAPTOR NO. 6 AWG STRANDED BONDING WIRE WITH HMWPE INSULATION VALVE AND FLANGE COUPLING ADAPTER ASSEMBLY BEND OR REDUCER VALVE (TYP) CROSS OR TEE WITH OR WITHOUT VALVES 4" MIN. 12" (TYP.)
24" (TYP.) BACKFILL PER SECTION 306-1.2.1 OF STANDARD SPECIFICATIONS (GREEN BOOK) SAND EQUIVALENT 25% MIN 1.5" DIAMETER SCHEDULE 40 PVC GRAY CONDUIT CONTAINING PIPE LEAD WIRES STEP 1 FILE OR GRIND SURFACE TO BRIGHT METAL, CLEAN STEP 2 STRIP INSULATION FROM WIRE STEP 3 HOLD WELDER FIRMLY WITH OPENING AWAY FROM THE OPERATOR AND IGNITE STARTING POWDER STEP 4 REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDESS STEP 5 COVER THE CONNECTION AND EXPOSED STRUCTURE WITH A BITUMINOUS COATING AND A ROYSTON HANDY CAP HANDLE GRAPHITE COVER METAL POWDER GRAPHITE MOLD PIPE STARTING POWDER METAL DISC WIRE EXOTHERMIC WELD WELDER SECTION SCHEDULE 40 PVC GRAY CONDUIT CONTAINING ANODE LEAD WIRES (DIAMETER WILL VARY BASED ON NUMBER OF WIRES) WARNING TAPE, "CAUTION CATHODIC PROTECTION WIRE FOR WATER MAIN" MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C60 - CATHODIC PROTECTION DETAILS.dwg - Tab: DETAILS I - by khernandez on 05/13/24 at 1:54:05 PM 135 CIP No. WT 1902 DSL CATHODIC PROTECTION DETAIL I C6.1 19 NTS
B TERMINAL BOARD FOR 4-WIRE ISOLATION KIT TEST STATION NTS

C CP TEST STATION BOX AND VALVE ASSEMBLY FOR STAND ALONE FITTINGS AND APPURTENANCES NTS

A ENGRAVED LABEL (TYP) NEW PIPE EXISTING PIPE COPPER OR BRASS HARDWARE (TYP) RING CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6" x 6" (2) #8 AWG HMWPE CP PIPE LEADS (BLACK) (2) #8 AWG HMWPE ISOLATED STRUCTURE LEADS (WHITE) TYPE RS 0.01 OHM SHUNT (TYP), 6 AMPS 1/8" THK COPPER BUS BAR COPPER OR BRASS HARDWARE (TYP) RING CONNECTOR (TYP) ENGRAVED LABEL (TYP) PIPE A1 A2A3A4 REF PIPE STRUCTURE LEAD (BLACK) #8 AWG HMWPE DRAIN 1/4" MICARTA OR PHENOLIC PANEL 6" x 6" #12 AWG THHN ANODE LEADS (BLACK) #14 AWG HMPWE REFERENCE CABLE (YELLOW) #8 AWG HMPWE TEST STRUCTURE LEAD (BLACK) CAST IRON COVER NOTES: 1. TEST STATION BOX IS TO BE LOCATED BEHIND THE CURB, OFF THE PAVED ROADWAY OR AS SHOWN ON THE APPROVED PLANS. DO NOT PLACE IN PARKING SPACES OR DRIVEWAYS. 2. PROVIDE 24" X 24" X 6" THICK REINFORCED CONCRETE PAD AROUND TEST BOX AT UNPAVED SITES. 3. CATHODIC PROTECTION TEST BOX SHALL BE H-20 TRAFFIC RATED, CHRISTY G-5 OR EQUAL. 4. BODY WEIGHT SHALL BE 54 LB MINIMUM. COVER WEIHGT SHALL BE 12 LB MINIMUM. 5. TOP OF VALVE BOX SHALL BE FLUSH WITH TOP OF PAVEMENT WITH A MINUS 1 4" MAX TOLERANCE. 6. RADIO LOCATION TAPE OR COPPER WIRE SHALL BE SECURELY TAPED TO THE INSIDE OF VALVE BOX. CP TEST 2" 3"
3 1
4 " 14 1
2 "
12" 8"-RADIUS X 8" THICK CONCRETE COLLAR AND COLLAR SHALL BE PROVIDED FOR INSTALLATIONS LOCATED IN THE STREET, ALLEY OR ANY TRAVELWAY TOP OF ASPHALT PAVEMENT VALVE BOX COVER MARKED "WATER" 8" CONCRETE COLLAR NO.14 AWG SOLID COPPER WIRE, UF TYPE, WITH THHN-THWN, INSULATION AND 12" LAP INSIDE COVER FOR LOCATING NON-METALLIC PIPE 8" GROUND WIRE, NO.12 AWG STRANDED COPPER WIRE, W/ THHM-THWN. INSULATION AND 12" LAP INSIDE COVER MARK W/ WIRE NUT VARIES 8" P.V.C SDR 35 OR GREATER WALL THICKNESS PVC (ONE PIECE) SACRIFICIAL ANODE 6" 2" (MIN) 4" (MIN)
NO. 4 REBAR TYPICAL, ALL FOUR SIDES CONCRETE PAD, FOR PARKWAY

INSTALLATION, REFER TO NOTE
2 CATHODIC PROTECTION TEST STATION BOX VALVE BOX ASSEMBLY (FOR STAND ALONE FITTINGS AND APPURTANECES) TERMINAL BOARD FOR GROUNDBED TEST STATION MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C60 - CATHODIC PROTECTION DETAILS.dwg - Tab: DETAILS II - by khernandez on 05/13/24 at 1:54:05 PM 135 CIP No. WT 1902 DSL NOT USED NTS D CATHODIC PROTECTION DETAIL II C6.2 20
NTS

B NOT USED

C INSULATING FLANGE KIT DETAIL NTS
A
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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C60 - CATHODIC PROTECTION DETAILS.dwg - Tab: DETAILS III - by khernandez on 05/13/24 at 1:54:05 PM 135 CIP No. WT 1902 DSL NTSTYPICAL CATHODIC PROTECTION FOR DUCTILE IRON OR STEEL PIPE FULL LENGTH BOLT ISOLATING SLEEVE, 132" THICK TUBE, LENGTH OF THE TUBE SHALL BE THE SUM THICKNESS OF BOTH FLANGES, BOTH INSULATING WASHERS AND ONE SS WASHER 316 SS BOLT OR STUD AND NUT INSULATING WASHER, 2-EACH TYPICAL, G10, 1 8" THICK, ID OF WASHER SHALL FIT OVER OD OF ISOLATING SLEEVE 316 SS WASHER, 2-EACH TYPICAL, SAME OD AND ID AS THE INSULATING WASHERS 316 SS NUT ISOLATING GASKET, FULL FACED, TYPE E, G10 RETAINER, WITH A PRECISION TAPERED GROOVE AND NITRILE SEALING ELEMENT NOTES: 1. WHITE AND BLACK WIRES SHALL BE SEPARATELY SLEEVED IN SCHEDULE 40 PVC GRAY CONDUITS. 2. CONNECT PIPE LEAD WIRES TO SEPARATE TERMINALS IN ANODE CP TEST STATION. 3. DO NOT COAT OR SPRAY INSULATING COMPONENTS WITH GREASE. 4. COAT FLANGES AND HARDWARE WITH WAX TAPE IN ACCORDANCE WITH AWWA C217, EXTEND THE WAX TAPE A MINIMUM OF 6" ONTO PIPE CYLINDER IN EACH DIRECTION. THE COATING SHALL BE 70 MIL MINIMUM OVER SMOOTH SURFACES AND 140 MIL MINIMUM OVER IRREGULAR OR SHARP SURFACES. 5. ALL WIRES AND CONDUITS SHALL BE PERPENDICULAR TO THE WATER MAIN AND TERMINATE AT THE CP TEST STATION BOX. CP TEST STATION BOX WIRES A & B ARE NO. 6 AWG STRANDED COPPER WIRE WITH WHITE HMWPE INSULATION WIRES C & D ARE NO. 6 AWG STRANDED COPPER WIRE WITH BLACK HWMPE INSULATION WAX TAPE COATING PER AWWA C217 A
B
C
D WATER MAIN 2" SCHEDULE 40 PVC GRAY SLEEVE CP FOR DUCTILE IRON OR STEEL PIPE PLAN SECTION A-A CP TEST STATION BOX, AT GRADE (LOCATE IN PARKWAY IF POSSIBLE) INSTALL LEAD WIRES PERPENDICULAR TO WATER MAIN 2'
MIN 15' MINIMUM (TYPICAL) 17 LB. HIGH POTENTIAL PREPACKAGED MAGNESIUM ANODE OR 30 LB. ZINC ANODE. NUMBER OF ANODES VARIES, REFER TO TABLE ANODE AND PIPE LEAD WIRES SHALL BE SEPARATELY SLEEVED WITHIN SCHEDULE 40 PVC GRAY CONDUITS WITH SWEEPS 2'
MIN DUCTILE IRON OR STEEL WATER MAIN EXOTHERMIC WELD WITH ROYSTON HANDICAP (TYPICAL) IF RESISTANCE IS > 1500 OHM-CM, USE 17 LB Mg ANODE. IF RESISITANCE IS < 1500 OHM-CM, USE 30 LB Zn ANODE. BACK WITH NATIVE SOIL. CP TEST STATION BOX ANODE LEAD WIRES (TYPICAL) LENGTH OF PIPE (6"-12") # OF ANODES * 20'-50' 1 51'-100' 2 101'-150'
3 151-200'
4 201'-250'
5 CONCRETE PAD DUCTILE IRON OR STEEL WATER MAIN PIPE LEAD WIRES (TYPICAL) A
A TABLE CONCRETE PAD 24" X 24" X 6" THICK NOTES: 1. CP TEST STATION IS NOT REQUIRED FOR STAND ALONE FITTINGS AND APPURTENANCES OR FOR PIPE LENGTHS < 50'. 2. PROVIDE CONTINUITY JOINT BONDING FOR ALL CONTINUOUS SECTIONS OF DUCTILE IRON OR STEEL PIPE, FITTINGS AND APPURTENANCES. 3. LEAD WIRES SHALL BE SLEEVED IN SCHEDULE 40 PVC GRAY CONDUITS. 4. COVER ALL EXOTHERMIC WELDS WITH ROYBOND 747 AND ROYSTON HANDY CAP. 5. ALL NUTS, BOLTS, AND WASHERS SHALL BE GRADE 316 STAINLESS STEEL. 6. APPLY NP-OX-ID "A SPECIAL WW" GREASE PROTECTIVE WRAP ON ALL BURIED FITTINGS. 7. FITTINGS, VALVES, AND RESTRAINED JOINT DEVICES, SHALL BE ENCASED IN POLYETHYLENE PER AWWA C105. 8. FOR PIPE SIZES > 12" DIAMETER, OR LENGTHS > 250', THE CATHODIC PROTECTION SYSTEM SHALL BE CUSTOM DESIGNED. * OR AS SHOWN ON PLANS CATHODIC PROTECTION DETAILS IIIC6.3 21 5'-6"
4'-0" 4" 3" 2'-0" 2'-0" 4'-0"
2'-0"
4'-0" 8" 6" 4'-0" 2'-6"
1'-6" 6" MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION". THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY 17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering CONFORMED PLANS - ISSUED FOR CONSTRUCTION

CITY OF SEAL BEACH

LAMPSON WELL TREATMENT
PROJECT No. CIP No. WT 1902
DSL

MSA / JT
FEB 2026

FESS I A

NEER I L
ENG
D
No. C44825

O I F R N I A

E A T V
C
C I
O F
I
A
L
L
Exp. 03-31-26
N
PRO
O
S

REG I T
S T
ERE
D
UNCA N S . L
E
E

SEE COVER SHEET
W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C7.0-CIVIL DETAIL.dwg - Tab: C7.0 - by khernandez on 08/29/24 at 10:11:00 AM 135
CIP No. WT 1902
DSL
OVERFLOW STRUCTURE SCALE:1/2"=1'-0" A
PLAN

SECTION - A
A

FINISHED

ASPHALT
CLASS "C" CONCRETE
5" SCH. 40 GALV.

STEEL PIPE

PAD LOCK HASP TACK WELD TO STEEL

PIPE AND BOLT TO CONCRETE
ENCASEMENT. PAD LOCK SHALL HAVE
A MIN. OF 3" CLEARANCE FROM
FINISHED SURFACE.
4" SCH. 40 GALVANIZED STL. PIPE.

WELD LIFTING D RING ON TOP OF
POST. PAINT WITH TWO COATS OF
TNEMEC- MOULTON YELLOW 7-50-355. 12" DRAIN FOR
WASTE

PRECAST CONCRETE

JUNCTION BOX
EXIST. 18"

STORM DRAIN
12" DRAIN LINE
EXIST. 18"

STORM DRAIN

DEMOLISH
EXISTING S.D.

WALL PENETRATION (TYP.)

SS DIAMOND PLATE COVER
(H20 INCIDENTAL TRAFFIC
RATED)
EXIST. ASPHALT
SLOPE

PIPE ENCASEMENT NTS B C
3/4" CRUSHED

ROCK BASE
PIPE BOLLARD - REMOVABLE SCALE:1"=1'-0" D

DRY PACK

NON-SHRINK
GROUT

SLAB PENETRATION (DRY PIT)

OUTER FACE OF SLAB,

SEE STRUCTURAL PLANS

FOR REINFORCING

DRY PACK

NON-SHRINK
GROUT

WALL PENETRATION (DRY PIT)

OUTER FACE OF WALL,

SEE STRUCTURAL PLANS

FOR REINFORCING
PIPE Ø PER PLANS

DRY PACK

NON-SHRINK
GROUT
PIPE O.D.
+2" MIN. PIPE O.D. +2" MIN.

PIPE Ø PER PLANS
PIPE PENETRATIONS SCALE: N.T.S E
PIPE Ø PER PLANS
PIPE Ø PER PLANS

SLAB PENETRATION (WET WELL)

OUTER FACE OF SLAB,

SEE STRUCTURAL PLANS

FOR REINFORCING

NON-SHRINK GROUT
PER PLANS 1-1/2" MIN.

WALL PENETRATION (WET WELL)

HYDROTITE WATERSTOP

BOND TO PIPE WITH

RUBBER ADHESIVE

OUTER FACE OF WALL,

SEE STRUCTURAL PLANS

FOR REINFORCING

HYDROTITE WATERSTOP

BOND TO PIPE WITH

RUBBER ADHESIVE
NOTE:

COAT PIPE WITH SPECIFIED

PAINT SYSTEM PRIOR TO

CONCRETE PLACEMENT

CAST-IN-PLACE

SCALE F
SLOPE

PIPE BOLLARD TO

REMAIN IN CONTACT
W/ CONC. EASEMENT
1" SCH 80 PVC DRAIN LINE

SLOPE GROUT

TO DRAIN

SLOPE GROUT

TO DRAIN
EXIST. SLAB

CORED HOLES, OR WALL

NON-SHRINK
EPOXY GROUT 3" TYP.
3/16
3/16

WALL SLEEVE

MODULAR MECHANICAL
SEAL w/ SST BOLTS

AND NUTS

EXISTING

CONCRETE
NEW

CONCRETE

CORE DETAIL

GOUGE OUT AND BURN

OFF EXISTING EXPOSED
BARS, TYP.

SIKA 223 REPAIR
MORTAR, TYP.

CAST IN-PLACE

WALL SLEEVE

STAINLESS STEEL/EPDM

MODULAR SEAL TO
MATCH CORED HOLE SIZE PER TABLE 1HOLE I.D.

PIPE SIZE

PER PLAN GROUT VOID WITH

NON-SHRINK GROUT

SLEEVED PIPE OPENING

CORED HOLES,

ROUGHEN PER

CORE DETAIL

PIPE THRU
WALL OR SLAB PER LINK SEAL SEE NOTE 3
3/16
3/16

WALL SLEEVE
PER DIA.

PER PLANS
2" MIN.

TYP.

CAST IN-PLACE

WALL SLEEVE

CORED HOLE W/ MODULAR SEAL
NOTES:

1. BOLT HEAD ON ACCESSIBLE

SIDE OF WALL

2. WALL THK. OF 12" OR LESS = 1
SEAL; WALL THK. > THAN 12" = 2
SEALS

3. CORED OR CAST IN-PLACE
SLEEVED HOLE DIA. PER LINK
SEAL SPECIFICATIONS. PIPE
MATERIAL PER PLANS.

CONSULT MANUFACTURER FOR

REQUIRED LINKS FOR SPECIFIC
PIPE MATERIAL.

4. PIPE THROUGH WALLS SHOULD

BE SEALED WITH LINK SEAL

BEFORE CONNECTION TO
OTHER PIPES.

MECHANICAL MODULAR SEAL PENETRATION

LIFTING HASP

GRAVITY PIPE BEDDING DETAIL

REMOVABLE BOLTS

INSTALL CAST IN PLACE CONCRETE

BASE WITH PRECAST JUNCTION

STRUCTURE
NOTES:
1) OVERFLOW

STRUCTURE TO BE

DOG-DOOR STYLE
2) JOINTS SHALL BE
KEYED

CIVIL DETAILS
C7.0
22 PIPE O.D. +4" MIN. PIPE O.D.+2"
1 1/4"

POLYETHYLENE

BACKER ROD

OUTER FACE

OF WALL

POLYURETHANE JOINT

SEALANT OR DRY

PACK GROUT
(COLOR TO MATCH)

CORED HOLES

WITH DRY PACK
(MASONRY WALL

PIPE PENETRATION)
8" 8"
#5 REBARS @10" O.C. TOP &

BOTTOM, EACH WAY
1/2" GAP, FILLED WITH 1/2"(W) X 2"(H)

COMPRESSIBLE JOINT SEALANT

CONCRETE PAD PER STRUCTURAL

MINIMUM

8.33% SLOPE

EXISTING GRADE
CRUSHED ROCK GEOTECH. REPORT
(90% RELATIVE COMPACTION)
TBD
NOTES:

1. LENGTH IS TBD (MUST COMPLY WITH 8.33% SLOPE)
1/2" CEMENT BOARD MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION". THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY 17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering CONFORMED PLANS - ISSUED FOR CONSTRUCTION

CITY OF SEAL BEACH

LAMPSON WELL TREATMENT
PROJECT No. CIP No. WT 1902
DSL

MSA / JT
FEB 2026 FESS I A NEER I L ENG D
No. C44825 O I F R N I A E A T VC C I O F I A L L
Exp. 03-31-26N PRO O S REG I T S T ERE DUNCA N S . LEE

SEE COVER SHEET
W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C7.1-CIVIL DETAILS.dwg - Tab: C7.1 - by khernandez on 08/29/24 at 9:49:13 AM 135
CIP No. WT 1902
DSL

THRUST BLOCK DETAILS
NTS D

VALVE BOX INSTALLATION
NTS A

NTS B PIPE BEDDING DETAIL NTS C

CIVIL DETAILS II
C7.1
23 PIPE PER PLAN S.S. 12" BALL VALVE
(TYP.)

PRESSURE

TRANSDUCER
S.S. 12"x14" REDUCER
(AS REQ'D)

PULSATION DAMPENER (TYP)
1" TAPPED CONNECTION (PVC)
S.S. 12" (TYP.) PRESSURE GAUGE
PG
DRAIN

DIAPHRAGM SEAL (TYP)
(AS REQ.)
NOTES:

1. DIAPHRAGM SEALS TO BE INSTALLED ON ALL PROCESS PIPING UNLESS FLUID IS POTABLE/RECYCLED WATER.

2. COORDINATE INSTALLATION OF ISOLATION BALL VALVE TO PROVIDE ADEQUATE CLEARANCE FROM PIPE IN

OPEN POSITION
PRESSURE GA. & SWITCH/TRANSDUCER DETAIL NTS E

SERVICE SADDLE TAP
(SMITH & BLAIR, OR EQUAL)
S.S. 12" BALL VALVE
(TYP.)

CONCRETE RAMP

MANHOLE CONNECTIONS

EXISTING UPSTREAM MANHOLE PROPOSED UPSTREAM MANHOLE

EXISTING DOWNSTREAM MANHOLE PROPOSED DOWNSTREAM MANHOLE

EXISTING SEWER LINE
(PROTECT IN PLACE)

FLOW FLOW
4"Ø 8"Ø

EXISTING MANHOLE
(PROTECT IN PLACE)

FLOW FLOW

FLOW FLOW
8"Ø 4"Ø
45°

FORM NEW CHANNEL

TOWARDS DOWNSTREAM

MANHOLE
PROPOSED 6"Ø
SDR 26 PVC PIPE
FLOW
NOTE:

CONTRACTOR TO REPAIR

AND SEAL NEW PIPE OPENINGS

WITH EPOXY COATING
45°

FLOW FLOW
FLOW

FORM NEW CHANNEL

TOWARDS UPSTREAM

MANHOLE
PROPOSED 6"Ø
SDR 26 PVC PIPE
4"Ø 8"Ø
8"Ø 4"Ø

CLEANOUT DETAIL
NTS B
NTS D
NTS A PRESSURE PIPE BEDDING DETAILS MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION". THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY 17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering CONFORMED PLANS - ISSUED FOR CONSTRUCTION

CITY OF SEAL BEACH

LAMPSON WELL TREATMENT
PROJECT No. CIP No. WT 1902
DSL

MSA / JT
FEB 2026

FESS I A

NEER I L
ENG
D
No. C44825

O I F R N I A

E A T V
C
C I
O F
I
A
L
L
Exp. 03-31-26
N
PRO
O
S

REG I T
S T
ERE
D
UNCA N S . L
E
E

SEE COVER SHEET
W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-C7.2-CIVIL DETAILS.dwg - Tab: C7.2 - by khernandez on 08/29/24 at 9:49:06 AM 135
CIP No. WT 1902
DSL

CONCRETE EQUIPMENT PADS NTS C

BUTT STRAP JOINT DETAILS

CIVIL DETAILS III
C7.2
24 NTS E

AIR COMPRESSOR EQUIPMENT PAD
NOTE:

CONTRACTOR TO COORDINATE

CONCRETE PAD SIZE WITH SELECTED
GENERATOR MF'R AND SPECS.

MIN. 1" THK. EPOXY GROUT WITH
45° CHAMFER (CHOCKFAST

ORANGE OR EQUAL)
#4 BARS @ 6" OC EW
MAINTAINING 2" MIN.

CLEARANCE FROM EDGE
(TYP)
DRILL & EPOXY 316 S.S. ANCHOR
BOLTS, SIZE PER MFR.

REQUIREMENTS (4" MIN.

EMBEDDED DEPTH). .EQUIPMENT

ANCHOR LOCATIONS PER
MANUFACTURER. PROVIDE

EQUIPMENT LEVELING NUT & NON
SHRINK GROUT AS REQUIRED.
#4 BARS @ 6" OC EW

MAINTAINING
2" MIN. CLEARANCE FROM
EDGE
(TYP)
DOWEL & EPOXY #4 BAR
(6" MIN. EMBED.) @ 12" O.C. MAX.
(MIN. TWO ANCHOR DOWELS)
3"
MIN. 3" M IN. 5" MIN. EMBED. 3" MIN.

HEIGHT PER PLAN
ROUGHEN EXISTING SURFACE. 1/4"
(AMPLITUDE).
4,000 PSI MIN. STRUCTURAL

CONCRETE (FIVE STAR

STRUCTURAL CONCRETE ES OR
EQUAL).

BACKING

PLATE AT
SPLICE
2" MIN.
7" MAX.
4"
(TYP)
"Y"
t
2"
15" MAX.-FURNISH IN TWO PIECES & SHIP

LOOSE FOR FIELD JOINING
A
- 2"
"Y"
t
DRILL AND TAP 4-1/4" Ø

HOLES EQUALLY SPACED FOR
AIR-SOAP TEST. SEE SHEET NOTE 3.(TYPICAL)

FIELD-APPLIED CEMENT MORTAR COATING

FIELD-APPLIED

CEMENT MORTAR LINING
(SEE NOTE 1) HANDHOLE DETAIL
2" MIN.
7" MAX.
4"
(TYP) PLANT-APPLIED

MORTAR LINING
A
- SECTION
SCALE: NTS
"Y"
t
"Y"
t

PLANT-APPLIED

CEMENT MORTAR
COATING AND TAPE WRAP 1/4"

BUTT STRAP

STEEL CYLINDER
BEYOND
4" LAP
(TYP)
NOTE 2
2"
(TYP)
5" EXTRA HEAVY

HALF COUPLING
(THREADED)

WELDED WIRE MESH WELD PLUG TO COUPLING AND CEMENT

MORTAR LINE OR COAT EXPOSED
INTERIOR METAL SURFACES WITH 11

MILS (MIN) EPOXY COATING IN FIELD
1/4"x1" BACKING

PLATE IN GAP FOR

FULL WIDTH OF JOINT
t t
t t
t
t
t t
NOTE:

1. FOR INTERNAL DIAMETER AND PLATE THICKNESS OF WELDED STEEL PIPE, SEE PLAN AND PROFILE DRAWINGS.

2. "t" INDICATES THE THICKNESS OF THE STEEL PLATE

3. AIR TESTING MAY BE PERFORMED FROM DRILLED PORTS INSIDE OF PIPE. 9'-0" 2'-3" 17'-0" 19'-3" 19'-9" 3'-6" 3'-6" 2'-3" 2'-3" 19'-9" 2'-3" 5'-0" 4'-8" 104'-0"
9'-10" 9'-0"
1'-7" 1'-9"
28'-0"
1'-3"
4'-6" 6'-6"
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

FESS I A
NEER I
L
ENG
D No. C44825
O I F

R N I A
E
A T
VC

C I O F
I A
L
L Exp. 03-31-26
N
PRO
O

S REG I T S T ERE DUNCA
N
S . LEE SEE COVER SHEET
W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-M1.dwg - Tab: MECHANICAL PLAN - by khernandez on 02/12/26 at 4:17:57 PM 135 CIP No. WT 1902 DSL MECHNICAL PLAN SCALE: 3/16" = 1'-0" 4 2
0 4
8 12 VESSEL-4 EXIST. XFMR
AM2.0
CM2.1 8" BACKWASH HEADER
BM3.0AM3.0 13
1 1 12" LAG HEADER 20" EFFLUENT HEADER 56 VESSEL-3 VESSEL-2 VESSEL-1 35 43 21 8 11 RAMP 73 43 20 20 4096
CM3.0
DM2.1 66 20 25 70 38
6 (TYP)(BELOW) 67 2231
6 38 38 28 45 15
3 22 51 23 35 35 10
8 14 20 CONSTRUCTION NOTES: No. DESCRIPTIONS
1 INSTALL 20"Ø SCH. 20 316 S.S. PIPE AND FITTINGS.
3 INSTALL 20"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL.5 INSTALL 20"x16"Ø SCH. 20 316 S.S. REDUCER.6 INSTALL 20"x20"x8"Ø SCH. 20 316 S.S. REDUCING TEE. 7 INSTALL 16"Ø SCH. 20 316 S.S. PIPE AND FITTINGS.
8 INSTALL 16"Ø 90˚ SCH. 20 316 S.S. ELBOW. 10 INSTALL 16"Ø EPOXY COATED D.I. ELECTRICALLY ACTUATED BUTTERFLY VALVE. 11 RELOCATE EXIST. 16" PRESSURE RELIEF VALVE. 13 INSTALL 12"Ø SCH. 20 316 S.S. PIPE AND FITTINGS. 14 INSTALL 12"Ø 316 S.S. BLIND FLANGE. 15 INSTALL 12"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. 20 INSTALL 8"Ø SCH. 20 316 S.S. PIPE AND FITTINGS 21 INSTALL 8"Ø 316 S.S. BLIND FLANGE. 22 INSTALL 8"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. 23 INSTALL 8"Ø SCH. 20 316 S.S. TEE. 25 INSTALL 8"x8"x4"x4"Ø SCH. 20 316 S.S. REDUCING CROSS. 27 INSTALL 8"Ø 90˚ SCH. 20 316 S.S. ELBOW. 28 INSTALL 8"Ø 316 S.S. ELECTRICALLY ACTUATED BALL VALVES. 29 INSTALL 8"Ø EPOXY COATED D.I. BUTTERFLY VALVES. 30 INSTALL 8"Ø ELECTRICALLY ACTUATED EPOXY COATED D.I. BUTTERLY VALVE 31 INSTALL 8"Ø ELECTROMAGNETIC FLOW METER WITH INTEGRAL TRANSMITTER. 120V POWER, 4-20 mA OUTPUT W/ DIGITAL HART PROTOCOL & SCALABLE PULSE. (0 x D INLET/OUTLET RUN) 35 INSTALL 4"Ø SCH. 20 316 S.S. PIPE AND FITTINGS. 37 INSTALL 4"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. COUPLING. 38 INSTALL 4"Ø 90˚ SCH. 20 316 S.S. ELBOW. 40 INSTALL 4"Ø EPOXY COATED D.I. BUTTERFLY VALVE. 42 INSTALL 4"Ø ELECTRICALLY ACTUATED EPOXY COATED D.I. BUTTERFLY VALVE 43 INSTALL 4"Ø EPOXY COATED STEEL DUAL BODY COMBINATION AIR VALVE W/ HOOD AND INSECT SCREEN PER DEZURIK AVV 1800, OR EQUALPER DETAIL C, SHEET M7.0. 45 INSTALL 3"Ø SCH. 40 PVC PIPE & FITTINGS 51 INSTALL 2"Ø SCH. 20 316 S.S. AERATION PIPE AND FITTINGS PER DETAIL A, SHEET M7.0. 56 INSTALL 1"Ø SCH. 20 316 S.S. DRAIN LINE TO 6" ABOVE FFE. 66 INSTALL 8"Ø EPOXY COATED D.I. BUTTERFLY VALVE. 67 INSTALL 4"Ø 316 S.S. BALL VALVE. 69 INSTALL 2" S.S. VENTURI INJECTOR W/ SUCTION STRAINER PER MAZZEI MODEL 2081, OR EQUAL. 70 INSTALL 4"Ø EPOXY COATED D.I. SWING CHECK VALVE. 73 INSTALL 16" EPOXY COATED D.I. BUTTERFLY VALVE. 76 INSTALL 4"X2"Ø CONCENTRIC REDUCER. 79 INSTALL HORIZONTALLY MOUNTED CLOSE COUPLED CENTRIFUGAL BOOSTER PUMP. 130 GPM AT 70' TDH, 5 HP, 480V (4 SETS). 96 INSTALL FABRICATED STAINLESS STEEL SAMPLE STATION PER DETAIL B, SHEET M7.0. 97 INSTALL GAC FILTER VESSEL INCLUDING PROCESS PIPING, ANCHORAGE, AND MEDIA REQUIRED TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. 100 INSTALL 8"Ø EDPM EXPANSION JOINT PER PROCO STYLE 231, OR EQUAL. 102 INSTALL 8"Ø S.S. CROSS TEE. 105 INSTALL PIPE SUPPORT PER DETAIL S1, SHEET M4.0. 106 INSTALL 9" X 9" X 1/2" HSS GALVANIZED STEEL. 29 105 (TYP) RAMP ELECTRICAL BUILDING NOTES: 1. THE CONTRACTOR SHALL SUBMIT DETAILED STEEL PIPE FABRICATION DRAWINGS PRIOR TO THE START OF CONSTRUCTION FOR ENGINEER REVIEW AND APPROVAL. MODIFICATIONS TO THE PROPOSED PLAN INTENDED TO AID CONSTRUCTABILITY SHALL BE COMPLETED AT NO EXTRA COST TO THE CITY. 8 (TYP)
(TYP)
(TYP) 20" INFLUENT HEADER
5 (TYP) 79 (TYP) 69 (TYP) (TYP) (FLG) 76 37 (TYP)
(TYP)
(TYP) 42 (FLG)
(TYP) 23 (TYP)
(TYP)
(TYP) 22 (TYP) 20" EFFLUENT HEADER (TYP)
(TYP)
(TYP) 37 (TYP)
(TYP)
3 30 (TYP) (TYP) (TYP)
(TYP) 23 31 (TYP) 27 (TYP) 27 (TYP) (TYP)
BM2.0 (TYP)
(TYP)
(TYP) 97 (TYP) 38 (TYP) (TYP) 100 100 100 100 MECHANICAL PLAN M1.0 25 102 106 7105
6'-6" 10' 12' 10'
3'-4" 1'-4" 3'-7"
21'-10" 12' 26'-6" 12' 12' 6'-7" 4'-8" 6'-8" 10'
3'-8" 3'-2" 4'-8" 4'
2'-9" 3'-4" 9"
3'-8" 6'-4"
13' 5'-2"
8'-4"
2'-4"
1'-6" 1'-7"
1'-7" CONSTRUCTION NOTES: No. DESCRIPTIONS
2 INSTALL 20"Ø 316 S.S. BLIND FLANGE.
6 INSTALL 20"x20"x8"Ø SCH. 20 316 S.S. REDUCING TEE.
7 INSTALL 16"Ø SCH. 20 316 S.S. PIPE AND FITTINGS.
8 INSTALL 16"Ø 90˚ SCH. 20 316 S.S. ELBOW.9 INSTALL 16"Ø SCH. 20 316 S.S. CROSS. 10 INSTALL 16"Ø EPOXY COATED D.I. ELECTRICALLY ACTUATED BUTTERFLY VALVE. 11 RELOCATE EXIST. 16" PRESSURE RELIEF VALVE. 12 INSTALL 16"Ø SCH. 20 316 S.S. TEE. 14 INSTALL 12"Ø 316 S.S. BLIND FLANGE. 16 INSTALL 12"x12"x8"Ø SCH. 20 316 S.S. REDUCING TEE. 20 INSTALL 8"Ø SCH. 20 316 S.S. PIPE AND FITTINGS 22 INSTALL 8"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. 23 INSTALL 8"Ø SCH. 20 316 S.S. TEE. 27 INSTALL 8"Ø 90˚ SCH. 20 316 S.S. ELBOW. 28 INSTALL 8"Ø 316 S.S. ELECTRICALLY ACTUATED BALL VALVES. 31 INSTALL 8"Ø ELECTROMAGNETIC FLOW METER WITH INTEGRAL TRANSMITTER. 120V POWER, 4-20 mA OUTPUT W/ DIGITAL HART PROTOCOL & SCALABLE PULSE. (0 x D INLET/OUTLET RUN) 35 INSTALL 4"Ø SCH. 20 316 S.S. PIPE AND FITTINGS. 36 INSTALL 4"Ø 316 S.S. BLIND FLANGE. 37 INSTALL 4"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. COUPLING. 38 INSTALL 4"Ø 90˚ SCH. 20 316 S.S. ELBOW. 40 INSTALL 4"Ø EPOXY COATED D.I. BUTTERFLY VALVE. 42 INSTALL 4"Ø ELECTRICALLY ACTUATED EPOXY COATED D.I. BUTTERFLY VALVE 43 INSTALL 4"Ø EPOXY COATED STEEL DUAL BODY COMBINATION AIR VALVE W/ HOOD AND INSECT SCREEN PER DEZURIK AVV 1800, OR EQUAL PER DETAIL C, SHEET M7.0. 56 INSTALL 1"Ø SCH. 20 316 S.S. DRAIN LINE TO 6" ABOVE FFE. 58 INSTALL 1"Ø 316 S.S BALL VALVE. 63 INSTALL 4"Ø SCH. 20 316 S.S. CROSS. 69 INSTALL 2" S.S. VENTURI INJECTOR W/ SUCTION STRAINER PER MAZZEI MODEL 2081, OR EQUAL. 70 INSTALL 4"Ø EPOXY COATED D.I. SWING CHECK VALVE. 73 INSTALL 16" EPOXY COATED D.I. BUTTERFLY VALVE. 74 INSTALL 16"X4"Ø REDUCING FLANGE. 78 INSTALL 2"Ø 316 S.S. BALL VALVE. 79 INSTALL HORIZONTALLY MOUNTED CLOSE COUPLED CENTRIFUGAL BOOSTER PUMP. 130 GPM AT 70' TDH, 5 HP, 480V (4 SETS). 81 INSTALL 16" ELECTROMAGNETIC FLOW METER WITH INTEGRAL TRANSMITTER. 120V POWER, 4-20 mA OUTPUT W/ DIGITAL HART PROTOCOL & SCALABLE PULSE. (0 x D INLET/OUTLET RUN) 82 INSTALL 16"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. COUPLING. 83 INSTALL 16"Ø EPOXY COATED D.I. SWING CHECK VALVE. 100 INSTALL 8"Ø EDPM EXPANSION JOINT PER PROCO STYLE 231, OR EQUAL. 101 INSTALL VESSEL-MOUNTED PIPE SUPPORT PER MF'R SHOP DRAWINGS. 103 INSTALL 16" X 12"Ø 90˚ SCH. 20 316 S.S. REDUCING ELBOW. 104 INSTALL 2 BLOCK HIGH CMU SPLASH GUARD. 105 INSTALL PIPE SUPPORT PER DETAIL S1, SHEET M4.0. 106 INSTALL 9" X 9" X 1/2" HSS GALVANIZED STEEL. 20" EFFLUENT HEADER MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

FESS I A
NEER I
L
ENG
D No. C44825
O I F

R N I A
E
A T
VC

C I O F
I A
L
L Exp. 03-31-26
N
PRO
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S REG I T S T ERE DUNCA
N
S . LEE SEE COVER SHEET
W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-M2.0.dwg - Tab: MECHANICAL SECTIONS - by khernandez on 02/12/26 at 4:27:35 PM 135 CIP No. WT 1902 DSL VESSEL-4 VESSEL-3 VESSEL-2 VESSEL-1 FUTURE PUMP CONNECTION 69 42 36 10 43 7 8" BACKWASH HEADER 20" INFLUENT HEADER 12" LAG HEADER 63 56 4327 9 SECTION - B 11 12" LAG HEADER 20" INFLUENT HEADER 1243 103 35 79 20" EFFLUENT HEADER 35 8" BACKWASH HEADER 282743 56 22 74 23 (BEHIND) 37 37 14 74 78 16 38 79 70 82 8 83 81 43 73 BACKWASH PIPING PER SHEET M2.1 SEE SECTION A FOR PUMP SKID ASSEMBLY (TYP) 40 (TYP) PUMP SUPPORT PER STRUCTURAL SECTION - A SCALE: 1/4" = 1'-0" (TYP) (TYP) (TYP) (TYP)(TYP) 40 (TYP) BACKWASH PIPING PER SHEET M2.1 MEDIA FILL LINE PER SHEET M2.1MEDIA DRAIN LINE PER SHEET M2.1 106 (TYP) (TYP) 23 (TYP) (TYP) INFLUENT LINE PER SECTION B HEREON (TYP) (TYP) 20 (TYP) 3158 HIGH DO INFLUENT SCALE: 1/4" = 1'-0" 6 16
6 (TYP) (TYP)
(TYP) 23 100 100 100 100 100 100 100 100 101 101 101 101 MECHANICAL SECTIONS M2.0 26 104 104 103 105 105 105 105 106 2 2
2 5'
2'-4" 1'-6" 5'-6" 4' 2'-3" 7'-6"

PER TANK MFR

SHOP DRAWING
1' 2' PER TANK
MFR
9' 13'-5" 14' 8'-7" 10'-2" 6'-10"
2 x Ø 3' 5'-6" CONSTRUCTION NOTES: No. DESCRIPTIONS
7 INSTALL 16"Ø SCH. 20 316 S.S. PIPE AND FITTINGS.8 INSTALL 16"Ø 90˚ SCH. 20 316 S.S. ELBOW.9 INSTALL 16"Ø SCH. 20 316 S.S. CROSS. 11 RELOCATE EXIST. 16" PRESSURE RELIEF VALVE. 17 INSTALL 12"Ø SDR 18 PVC PIPE AND FITTINGS. 18 INSTALL 12"Ø SDR 18 PVC TEE. 20 INSTALL 8"Ø SCH. 20 316 S.S. PIPE AND FITTINGS 22 INSTALL 8"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. 23 INSTALL 8"Ø SCH. 20 316 S.S. TEE. 26 INSTALL 8"x4"Ø SCH. 20 316 S.S. REDUCING TEE. 27 INSTALL 8"Ø 90˚ SCH. 20 316 S.S. ELBOW. 28 INSTALL 8"Ø 316 S.S. ELECTRICALLY ACTUATED BALL VALVES. 29 INSTALL 8"Ø EPOXY COATED D.I. BUTTERFLY VALVES. 30 INSTALL 8"Ø ELECTRICALLY ACTUATED EPOXY COATED D.I. BUTTERLY VALVE 31 INSTALL 8"Ø ELECTROMAGNETIC FLOW METER WITH INTEGRAL TRANSMITTER. 120V POWER, 4-20 mA OUTPUT W/ DIGITAL HART PROTOCOL & SCALABLE PULSE. (0 x D INLET/OUTLET RUN) 33 INSTALL 6"Ø 90˚ SCH. 20 316 S.S. ELBOW. 34 INSTALL 6"Ø EPOXY COATED D.I. ELECTRICALLY ACTUATED BUTTERFLY VALVE. 35 INSTALL 4"Ø SCH. 20 316 S.S. PIPE AND FITTINGS. 38 INSTALL 4"Ø 90˚ SCH. 20 316 S.S. ELBOW. 39 INSTALL 4"Ø 45˚ SCH. 20 316 S.S. PIPE BEND. 43 INSTALL 4"Ø EPOXY COATED STEEL DUAL BODY COMBINATION AIR VALVE W/ HOOD AND INSECT SCREEN PER DEZURIK AVV 1800, OR EQUAL PER DETAIL C, SHEET M7.0. 44 INSTALL 4"Ø 316 S.S. CAM LOCK. 56 INSTALL 1"Ø SCH. 20 316 S.S. DRAIN LINE TO 6" ABOVE FFE. 57 INSTALL 1"Ø 90˚ SCH. 20 316 S.S. ELBOW. 58 INSTALL 1"Ø 316 S.S BALL VALVE. 67 INSTALL 4"Ø 316 S.S. BALL VALVE. 77 INSTALL 2"Ø 316 S.S. ELECTRICALLY ACTUATED BALL VALVE. 80 INSTALL 3" PERFORATED DRAIN PIPE WITH FILTER FABRIC. 82 INSTALL 16"Ø 316 S.S. GROOVED COUPLING PER VICTAULIC, OR EQUAL. COUPLING. 83 INSTALL 16"Ø EPOXY COATED D.I. SWING CHECK VALVE. 84 INSTALL 8"X6"Ø SCH. 20 316 S.S. REDUCER. 86 INSTALL 24"Ø 316 S.S. PIPE AND FITTINGS. 87 INSTALL 24"x12" 316 S.S. REDUCER. 88 INSTALL PIPE SUPPORT SEE STRUCTURAL DETAILS 97 INSTALL GAC FILTER VESSEL INCLUDING PROCESS PIPING, ANCHORAGE, AND MEDIA REQUIRED TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. 100 INSTALL 8"Ø EDPM EXPANSION JOINT PER PROCO STYLE 231, OR EQUAL. 101 INSTALL VESSEL-MOUNTED PIPE SUPPORT PER MF'R SHOP DRAWINGS. 102 INSTALL 8"Ø S.S. CROSS TEE.

MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-M2.1.dwg - Tab: MECHANICAL SECTIONS - by khernandez on 02/12/26 at 4:59:40 PM 135 CIP No. WT 1902 DSL SECTION - C: TANK MECHANICAL SCALE: 1/4" = 1'-0" SECTION - D: BACKWASH TO WASTE EXISTING SCE XFMR 27 20 35 67 67 6756 33 58 43 3138 22 20 102 28 84 44 86 34 88 SCALE: 1/4" = 1'-0" 20 (TYP) (BEHIND) (FLG) (BEHIND) 30 (TYP) 87 22 31 2927 23 9797 883 82 SEE DETAIL F ON S5.0 FOR ANCHORAGE/ SUPPORT 101 100 100 MECHANICAL SECTIONS M2.1 27 SEE DETAIL B ON S3.1 FOR DRAIN PIT DETAILS MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-M3.1.dwg - Tab: WELL TREATMENT - ISO VIEW - by khernandez on 05/30/25 at 9:24:04 AM 135 CIP No. WT 1902 DSL PROCESS FLOW LEGEND: INFLUENT FLOW PATH EFFLUENT FLOW PATH BACKWASH FLOW PATH LAG FLOW PATH 1. SCHEMATIC TO SHOW PROCESS ONLY. NOTES: PROCESS AIR WELL TREATMENT - ISO VIEW M3.1 29 VESSEL-4 VESSEL-3 VESSEL-2 VESSEL-1 CONCRETE PAD OUTLINE FOR CLARITY VESSEL OUTLINE FOR CLARITY (TYP.) MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-M3.dwg - Tab: WELL TREATMENT SECTIONS - ISO VIEW - by khernandez on 02/12/26 at 4:55:41 PM 135 CIP No. WT 1902 DSL ISOMETRIC VIEW - A VESSEL-4 VESSEL-3 ISOMETRIC VIEW - B ELECTRICAL BUILDING VESSEL-4 VESSEL-1 VESSEL-2 ISOMETRIC VIEW - C PROCESS FLOW LEGEND: INFLUENT FLOW PATH EFFLUENT FLOW PATH BACKWASH FLOW PATH LAG FLOW PATH PROCESS AIR ELECTRICAL BUILDING NOT SHOWN FOR CLARITY 1. SCHEMATIC TO SHOW PROCESS ONLY. NOTES: WELL TREATMENT SECTIONS - ISO VIEWM3.2 30 CONCRETE PAD OUTLINE FOR CLARITY VESSEL OUTLINE FOR CLARITY (TYP.) CONCRETE PAD OUTLINE FOR CLARITY VESSEL OUTLINE FOR CLARITY (TYP.) CONCRETE PAD OUTLINE FOR CLARITY VESSEL OUTLINE FOR CLARITY (TYP.) MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-M4.0.dwg - Tab: PIPE SUPPORT DETAILS - by khernandez on 05/09/24 at 3:08:24 PM 135 CIP No. WT 1902 DSL MAX. SPAN (FT.) PIPE SIZE 10 -- 10
-
-- 65.5
5 10
8 - 10
6 85 10 - 1010
-- 9
99 10 - 1010
-- 10
8 10 1/2 3/8 3/8
17/8 3/4 5/8

ROD SIZE (INCHES)

STEEL PIPE

COPPER PIPE

PVC PIPE

DUCTILE IRON PIPE
FIBERGLASS 6" ABOVE 12" 2 1/2" TO 3 1/2" 8" TO 12" 4" TO 5" 1 1/4" TO 2" UP TO 1" GENERAL NOTES: WHERE NO REFERENCE TO PIPE HANGERS OR SUPPORTS IS GIVEN ON THE DRAWINGS, THE CONTRACTOR SHALL USE THE APPROPRIATE HANGER OR SUPPORT SHOWN ON THIS DRAWING. MAXIMUM HANGER AND SUPPORT SPACING SHALL BE AS SHOWN IN SCHEDULE "A" ON THIS DRAWING. FIGURE NUMBERS ARE B-LINE, UNISTRUT OR GRINNELL. 1. ALL CONCRETE INSERTS, BRACKETS, CHANNELS, BOLTS, RODS, AND MISCELLANEOUS HARDWARE USED FOR PIPE HANGERS OR SUPPORTS SHALL BE 316 S.S., U.N.O. 2. CONCRETE CONTINUOUS INSERTS, B-LINE SERIES B52i, OR EQUAL, SHALL BE PROVIDED IN THE WALLS AND CEILINGS AS REQ'D OR AS NOTED ON THE DRAWINGS. INSERTS IN THE WALLS SHALL BE VERTICAL, UNLESS OTHERWISE NOTED AND SHALL BEGIN 6 INCHES ABOVE THE FLOOR AND END 6 INCHES BELOW THE CEILING. INSERTS IN THE CEILING SHALL BEGIN AND END 3 INCHES FROM WALLS AND BEAMS, WHERE PRACTICABLE. THE CENTERLINES OF WALL AND CEILING INSERTS SHALL ALIGN. MAXIMUM CENTER TO ENTER SPACING OF INSERTS SHALL BE 5'-0". 3. IN AREAS NOT COVERED UNDER NOTE 3, CONCRETE INSERTS SHALL BE B-LINE SERIES B3014N WITH APPROPRIATE NUT, B-LINE SERIES B521i CHANNEL EMBEDDED ANCHOR BOLTS, OR EQUAL. IN WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER (FOR EQUIPMENT LIFTING DEVICES, (SEE STRUCTURAL DRAWINGS). 4. SUPPORTS SHALL MEET MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY STANDARD PRACTICE SP58, LATEST EDITION. 5. HANGER BRACKET AND SUPPORT COMPONENTS MAY BE INTERCHANGED AS APPROVED BY THE ENGINEER. 6. TRAPEZE AND PIPE RACK COMPONENTS SHALL HAVE A MINIMUM STEEL THICKNESS OF 12 GAUGE. MAXIMUM DEFLECTION SHALL BE LIMITED TO 1/240 OF THE SPAN. CHANNEL COMPONENTS SHALL BE B-LINE SERIES B22 OR B22A, OR EQUAL. 7. CONCRETE INSERTS IN AREAS BELOW WATER SURFACE OR NORMALLY SUBJECT TO SUBMERGING SHALL BE EMBEDDED ANCHOR BOLTS, OR APPROVED EQUAL. IN NO CASE SHALL CONCRETE CONTINUOUS INSERTS BE USED IN THESE AREAS. 8. ALL PIPING, DUCTWORK, ACCESSORIES, APPURTENANCES, ETC. SHALL BE ANCHORED TO RESIST 200% OF THE APPLIED LOAD & A LATERAL SEISMIC FORCE OF 40 PERCENT OF ITS WEIGHT WITHOUT EXCESSIVE DEFLECTION. 9. CONTRACTOR SHALL VERIFY ALL SUPPORT DIMENSIONS AND LOCATIONS WITH APPROVED SHOP DRAWINGS FOR ITEMS BEING SUPPORTED BEFORE FABRICATION OR INSTALLATION OF SUPPORTS. 10. UNISTRUT PER PIPE SUPPORT USED. UNISTRUT MAY BE INSERT TYPE, P3700 SERIES SET FLUSH WITH WALL SUPPORT ON PIPE SUPPORT AT FLANGE (2)-BOLTS MIN. 1/2" AND EDGES 1/4 1/4 FLANGE O.D. REDUCER PIPE, 3" LONG MALLEABLE IRON 1/4"
MIN. 3" STD. STEEL BASE PLATE (4)-TACK WELDS AT 90° 3/8" PLATE DRILLED TO MATCH FLANGE BOLTS ROUND CORNERS (TYP) 1 1/2" 1/4 H = PER PLAN
H/2, 6" MIN. GROUT OR DRY PACK 3/4" MIN.,
6" THREAD PIPE HANGER UNISTRUT J1205-J12015 1/2"Ø THREADED ROD W/ NUTS & WASHERS BEAM CLAMP UNISTRUT P2824-6 3" MIN. CLR. 3" MIN. CLR. S7 S3 FLANGED PIPE TO FLANGE L3x3x1/4 BOLT C3x5.0 GROUT AS REQD AT STL FLOOR A.B. IN CONCRETE LENGTH PL 3x1/4x0'-8" S2 CEILING OR WALL FRAMING CHANNELS B22 ALL PURPOSE S6 B2400 S4 4-5/8" 4-3/4" 4-3/4" FLOOR CEILING WALL BASE PLATE 5/8 X 9 X 9 5/8 X 9 X 9 3/8 X 9 X 9 MEMBERANCHOR BOLTS 1. NOTES: 3. 2. PIPE SUPPORT MAY BE ORIENTATED IN ANY DIRECTION. FIG. 264 AS APPROVED BY ENGINEER. FOR H > 3'-0", CONTRACTOR SHALL USE GRINNELL LOCATION PIPE DIRECTLY TO 3/8" PLATE ATTACHED TO PIPE FLANGE. DELETE 2 1/2" PIPE AND REDUCER AND WELD 3" STEEL AS AN ALTERNATE, IF ADJUSTMENT IS NOT NECESSARY, S1 RIGID PIPE STRAP S5 CONCRETE WALL S8 PVC PIPE < 1" AND OTHER PIPE <2 1/2" GRINNELL FIG. 126 ONE HOLE CLAMP ANCHOR BOLTS W/ LOCK WASHERS, DOUBLE NUTTED AT SLAB FLOOR, WALL OR CEILING ROUND CORNERS & EDGES 3" EXTRA STRONG STL. PIPE (FIELD VERIFY REQ'D INSTALLATION LENGTH) ATTACH DIRECTLY TO BASE PLATE WHEN HEIGHT LESS THAN 9" PLUS PIPE O.D./2 2 1/2" EXTRA STRONG SS PIPE (MIN) 5/8" THROUGH BOLT W/NUT & LOCK WASHER 3/8" PLATE, WIDTH EQUAL TO PIPE FLANGE O.D. ROUNDED CORNERS & EDGES 3/8" SST EXP BOLTS @ 12" O.C.B-297-12 THROUGH B-297-24 TO SUIT B22 ALL PURPOSE FRAMING CHANNELS PVC PIPE BEING SUPPORTED PVC SLEEVE I.D. 1/4" LARGER THAN PIPE O.D. SLEEVE 4" LONG EPOXY CAPSULE ANCHOR 5/8" CONT THREADED ROD RISER CLAMP FIG. B3131 OR OFFSET CLAMP FIG. B3148 TO 8" SIZE EPOXY CAPSULE ANCHOR 1/16" SMALLER THAN HOLE IN CLAMP AS REQ'D 5/8" "U" BOLT w/ NUTS 5/8" SST EXP. BOLTS (TYP.) FACTORY FABRICATED WELDED STEEL BRACKET B3067 6" SQx1/4" STL PLATE w/ 3/8"Ø ANCHORS 2'-0" MAX. UNISTRUT CHANNEL P1000 12 GA. OR EQUAL (TYP.) UNISTRUT CHANNEL P1001 12 GA. OR EQUAL UNISTRUT CHANNEL BRACE, P2484 12 GA. OR EQUAL (TYP.) UNISTRUT CUSH-A-CLAMP ASSEMBLY U-BOLT SERIES OR EQUAL (TYP.) PER PLAN PER PLAN MIN. 1-1/2" NON-SHRINK GROUT (TYP.) S1A DIMENSIONS PIPE Ø SIZE 4-12 14-16 SIZE 5/8 1/2 BOLT 18-36 7/8 INSTALLATION NOTE: PIPE SUPPORT SPACING, MATERIAL AND QUANTITY PER SPECS. * BOLT EMBEDMENT DEPTH PER TABLE HEREON. STL. BASE PLATE * S.S. BOLTS SIZE PER TABLE THREADED STAND PIPE "A" PER TABLE GROUT PIPE "A" 4" 3" STAND 6" PIPE "B" 3" 2 1/2" ADJ. 4" FLANGE SUPPORT PLATE THK. "C" 1/4" 3/8" 3/8" 2' X 2'X 18" CONC FOOTING WHERE REQ'D #4 @ 10" O.C. 6 -#4 1'-6" S9 S10 S11 U-BOLT AND HARDWARE GRINNEL FIG. 137 OR EQUAL 2" MAX. S.S. WEDGE ANCHOR BOLTS PER PLAN OFFSET 304 S.S. PIPE CLAMP (6'-0" MAX. SPACING) 2" STRIP OF RUBBER FABRIC FACE OF WALL A 2 1/2" MIN.

B DIMENSIONS
810126 16 7/16 24 7/8 21 1/2 14 3/8453 PIPE SIZE
A 11 11/16 10 9/16 9 1/2 SIZE BOLT 9/16 13/16 13/16 9/16 HOLE SIZE 7/16 9/16 9/16 B 1/2 1/2 3/4 3/4 3/8 1/2 1/2 18 31 13/16 3/4 24 37 1 11/16 1 B2400 TURNBUCKLES FIG. B3202 B22 ALL PURPOSE FRAMING CHANNEL HANGER #P2682 "UNISTRUT" CLEVIS BOLT DIAMETER 1/2" 6" 4" 5/8" 6" 4" 7" 5" 8" 6" 9" 7" 10" 8" 11" 9" - - - - - VERT BOLT EMBEDMENT LENGTH HORIZ BOLT EMBEDMENT LENGTH HEADED STUD FILLET WELD SIZE, "S". 3/4" 7/8" 1" 1 1/8" 1 1/4" 1/4" 5/16" 5/16" 5/16" 3/8" - - - - - TYP. ANCHOR AND EXPANSION BOLT SCHEDULE CHANNEL UNISTRUT 6" SQx1/4" STL PLATE W/3/8"Ø ANCHORS UNISTRUT SERIES 2558 PIPE STRAP FOR RIGID CONNECTION (TYP). DO NOT USE FOR PVC > 2". FOR SLIDE SUPPORT OF PVC PIPE, SEE DETAIL PS6 S12 11. ANCHOR BOLT & OTHER RESTRAINTS ARE TO BE 316SS U.N.O. PIPE SUPPORT DETAILS M4.0 31 MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-M6.0.dwg - Tab: M6.0 - by khernandez on 05/07/24 at 4:57:13 PM 135 CIP No. WT 1902 DSL BOTTOM TANK SCALE: 3/4" = 1'-0" TOP TANK SCALE: 3/4" = 1'-0" AM6.1
BM6.1 NOZZLE SCHEDULE OF OPENING N1 NOZZLE 24" SIZE SIDE ACCESSNOZZLE DESCRIPTION N2 14" ACCESS MANWAY N3 8" PROCESS INLET N4 8" PROCESS INLET N5 4" MEDIA DRAIN N6 4" MEDIA FILL N7 2" AIR SCOUR INLET N8 1" SAMPLE PORT N2 N1 N3 N4 N5 N7 N6 N8 MANWAY W/DAVIT FEMALE THREADED FOR FUTURE CONNECTION N8 N8 N8 N8 2" VICTAULIC COUPLING 2" VICTAULIC COUPLING 1. ANCHOR BOLT CALCULATION PROVIDED PER MANUFACTURER REQUIREMENTS. 2. AIR VAC SIZING, MAKE & MODEL TO BE PROVIDED PER MANUFACTURER REQUIREMENTS. 3. SEISMIC ANCHORAGE CALCULATIONS AND DETAILS TO BE PROVIDED BY MANUFACTURER AND STAMPED BY REGISTERED ENGINEER. NOTES: WATER TANK DETAIL M6.0 33 N6 N4 N7 2'-4" 6" 5'-6" 6'-6" 15'-8" 56" N5 5'-2" 4'-0" N8 N1 N2 N3 2'-8" 2'-4" 8" 4'-10" 10" (TYP) 44" Ø12' VESSEL DESIGN DATA INTERNAL DESIGN PRESSURE 125 PSIG CAPACITY (VOLUME) INTERNAL DESIGN TEMP. 140 DEG F SHIPPING WEIGHT (EMPTY) VESSEL CONSTRUCTION ASME SECTION VIII, Div1. 2021 VESSEL REGISTRATION TBD w/ NATIONAL BOARD YEAR BUILT NOT YET BUILT VESSEL SERIAL NUMBER TBD 1084 CUBIC FT 19,460 LBS EXTERNAL DESIGN PRESSURE ATMOSPHERIC OPERATIONAL WEIGHT TBD OPERATING PRESSURE TBD SHELL 1 MATERIAL SA-516-70. MIN TH = 0.6597" TOP HEAD MATERIAL OPERATING TEMP. TBD ASME 2:1 ELLIPTICAL. SA-516-70. MIN TH = 0.5314" BOTTOM HEAD MATERIAL MIN. DESIGN METAL TEMP. -20 DEG. F @ 125 PSIG ASME 2:1 ELLIPTICAL. SA-516-70. MIN TH = 0.5473" NOZZLES NECKS/FLANGES MAWP (NEW & COLD) 140 PSI SA-106-B, SA-105, SA-312-TP316 GASKETS MAWP (HOT & CORRODED) 125 PSI 0.125" NEOPRENE OR EPDM INTERNALS HYDROSTATIC TEST PRESSURE 162.5 PSI TP316 HUB/LATERALS w/ 0.012" SLOTS SURFACE PREP INTERNAL HYDROSTATIC TEST MEDIUM POTABLE WATER SSPC-SP6 INTERNAL COATING CORROSION ALLOWANCE NONE SW MACROPROXY 646 PW 5-10 MILS DFT EXTERNAL PRIMER RADIOGRAPHY NONE SW MACROPROXY 646 PW 5-10 MILS DFT EXTERNAL PAINT/COATING POST WELD HEAT TREAT. N/A CARBOLINE CARBOTHANE 8845 3-5 MILS DFT (BLUE) MATERIAL IMPACT TESTS NONE REQUIRED MATERIAL HARDNESS N/A SURFACE PREP EXTERNAL SSPC-SP10 SHELL 2 MATERIAL N/A PROCESS EFFLUENT 8" 150# RFSO ANSI FLANGE PROCESS INFLUENT ID DESCRIPTION SERVICE N1 24" CIRCULAR MANWAY w/ DAVIT TANK ACCESS N2 14" x 18" ELLIPTICAL MANWAY UPPER TANK ACCESS N3 N5 N4 SCHEDULE OF OPENINGS 8" 150# RFSO ANSI FLANGE 4" 150# RFSO ANSI FLANGE MEDIA DISCHARGE N6 4" 150# RFSO ANSI FLANGE MEDIA LOADING N7 2" 150# RFSO ANSI FLANGE AIR SCOUR MATERIAL (NECK/NOZZLE) SA-106-B/SA-105 SA-106-B/SA-105 SA-516-70/SA-105 SA-106-B SA-312-TP316/SA-182-TP316 SA-312-TP316/SA-182-TP316 SA-312-TP316/SA-182-TP316 N8 QTY 11111116 1" 3000# FNPT FULL COUPLING SAMPLE TAP SA-403-TP316 NOTES: NOTES: 1. VESSEL DESIGNED TO ASME SECTION VIII, Div 1 2021. 125PSIG @ 140 DEG F. -20 DEG F MDMT 2. VESSEL MANUFACTURER TO PROVIDE SUBMITTAL OF ANCHORAGE REQUIREMENTS WITH STRUCTURAL CALCS FOR CITY REVIEW 3. PRESSURE RELIEF SYSTEM TO BE INSTALLED ON THE 4" GAC FILL LINE. RELIEF VALVE SHALL BE 3" ZOOK GRAPHITE RUPTURE DISC, SET @ 125PSI 4. ALL EXTERNAL PIPING SHIPS LOOSE 5. ALL DIMENSIONS REFERENCED FROM GRADE 6. ALL INTERNAL COMPONENTS (NSF61) COMPLIANT FOR POTABLE WATER TREATMENT MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-M6.0.dwg - Tab: M6.1 - by khernandez on 05/07/24 at 4:57:13 PM 135 CIP No. WT 1902 DSL SECTION - A SCALE: 3/4" = 1'-0" SECTION - B SCALE: 3/4" = 1'-0" Ø24" TP316 BAFFLE W10x33 LEGS ASME NAMEPLATE ASME 2:1 ELLIPTICAL HEAD TOP+BOTTOM VOLUME: 237 FT EA 3 APPROX BED DEPTH APPROX BED DEPTH WATER TANK DETAIL M6.1 34 2'-0" 3'-6" 6"
1'-2" 3'-6" 11" 3"
6" 2'-3" 4'-0"
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-60-M7.0.dwg - Tab: M7.0 - by khernandez on 08/07/25 at 9:57:31 AM 135 CIP No. WT 1902 DSL AERATION PIPE DETAILS NTS

A SAMPLING SINK DETAIL NTS

B AIR COMPRESSOR PIPING DETAIL NTS
C 4" FLANGED BUTTERFLY VALVE 4" DUAL BODY COMBINATION AIR VALVE (DEZURIK MODEL 1800 OR EQUAL) ROUTE 1" SCH 20 316 S.S. DRAIN LINE 6" ABOVE FINISHED GRADE. AIR COMBINATION DETAILS NTS D TOVESSELS NOTE: 1. CONTRACTOR TO SUBMIT ANCHOR BOLTS AND CALCS FOR REVIEW AND APPROVAL. FABRICATED HEAVY DUTY 14 GAUGE TYPE 316 SST SAMPLING SINK. ANCHOR BOLTS SST 1" SAMPLE LINE INSTALL 3"x2"Ø SCH. 20 316 S.S. REDUCING TEE. INSTALL 2" SCH. 20 316 S.S. PIPE AND FITTINGS. INSTALL 2"Ø 316 S.S. BALL VALVE. INSTALL 2"Ø SCH. 20 316 S.S. ELBOW. INSTALL 2"Ø 90˚ SCH. 20 316 S.S. PIPE BEND. MECHANICAL DETAILS M7.0 35 INSTALL 2" Ø 316 S.S UNION INSTALL 2"Ø 316 S.S FLEXIBLE THREADED HOSE INSTALL 2"Ø 316 S.S. CHECK VALVE. INSTALL 2"Ø 316 S.S UNION INSECT SCREEN INSTALL THREADED 2" Ø 316 S.S. BALL VALVE. ROTAMETER 0-30 CFM (TYP.) FILTER (TYP.) BALL VALVE (TYP.) COMP.#1 COMP.#2 3" STAINLESS STEEL REGULATOR 0-80 PSI (TYP.) 3/4" STAINLESS STEEL CHECK VALVE (TYP.) 1 GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS, AND THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, SITE DRAWINGS ETC. CONSULT THESE DRAWINGS FOR PENETRATIONS AND DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. ANY CONFLICTS BETWEEN THE DRAWINGS, SPECIFICATIONS, EXISTING CONDITIONS, ETC. SHALL BE BROUGHT TO THE ATTENTION OF THE PROFESSIONAL OF RECORD FOR RESOLUTION PRIOR TO PROCEEDING WITH AFFECTED WORK. ANY COST INCURRED FROM NEGLECT OF THIS COORDINATION SHALL BE PAID FOR BY THE CONTRACTOR. EXISTING CONDITIONS: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD AGAINST EXISTING CONDITIONS. SUCH DIMENSIONS INCLUDE, BUT ARE NOT LIMITED TO, THOSE DIMENSIONS WITH "±" SHOWN AFTER THE NUMERICAL MEASUREMENT. DIMENSIONS SHOWN ON STRUCTURAL DRAWINGS ARE NOT PURPORTED TO BE COMPLETE OR CORRECT. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE PROFESSIONAL OF RECORD BEFORE PROCEEDING WITH ANY AFFECTED PARTS OF WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEANS TO VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING LAYOUTS OF PILES, PREPARATION OF SHOP DRAWING, ETC. THE FIRST SUBMITTAL OF SHOP DRAWINGS MUST CONTAIN CORRECT CONDITIONS AND DIMENSIONS OBTAINED FROM CONTRACTOR'S FIELD OBSERVATIONS AND MEASUREMENTS. IF CONDITIONS AND/OR DIMENSIONS VARY GREATLY FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE PROFESSIONAL OF RECORD PRIOR TO THE PREPARATION OF SHOP DRAWINGS. COORDINATE ALL OTHER WORK WITH ALL DRAWINGS. ALL WORK SHALL BE DONE IN A MANNER THAT WILL NOT DAMAGE THE EXISTING CONSTRUCTION THAT ARE TO REMAIN. ERECTION AND SHORING: IT IS SOLEY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION AND SHORING PROCEDURES AND SEQUENCE TO ENSURE THE STABILITY OF THE BUILDING, SOIL EXCAVATIONS, AND ALL OTHER PROJECT COMPONENTS DURING CONSTRUCTION. THIS INCLUDES BUT NOT LIMITED TO THE ADDITION OF NECESSARY SHORING, SHEETING, & TEMPORARY BRACING. IT SHALL ALSO BE SOLELY THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ADJACENT STRUCTURES, EXISTING UTILITIES, ETC. FROM DAMAGE DURING CONSTRUCTION. FRAMING PENETRATIONS: CONTRACTOR SHALL COORDINATE QUANTITY, SIZE, ANDLOCATION OF ALL COMPONENTS SHOWN WITHIN THE CONTRACTOR DOCUMENTS,

INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CIVIL DOCUMENTS, TO ENSURE THAT ALL SUBCONTRACTORS PERFORM THEIR RESPECTIVE SCOPE OF WORK TAKING EVERY PRECAUTION POSSIBLE TO AVOID CONFLICT WITH STRUCTURAL FRAMING SHOWN WITHIN THE CONTRACT DOCUMENTS. UNAVOIDABLE FRAMING PENETRATIONS MAY OR MAY NOT APPEAR ON THE STRUCTURAL DOCUMENTS; CONTRACTOR SHALL COORDINATE WITH ALL CONTRACT DOCUMENTS. SEE TYPICAL DETAILS FOR ADDITIONAL REINFORCING REQUIREMENTS AT FRAMING PENETRATIONS. ANY PENETRATIONS THAT ARE NOT SHOWN ON CONTRACT DRAWINGS OR APPROVED SHOP DRAWINGS SHALL NOT BE MADE IN ANY FOUNDATION MEMBERS, FLOOR SLABS, CONCRETE BEAMS, ETC. WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. THE EXPENSE FOR ALL ADDITIONAL PROFESSIONAL OF RECORD COSTS, LABOR, FRAMING, REINFORCING, ETC. REQUIRED TO CORRECT AND/OR STRENGTHEN ANY AVOIDABLE FRAMING PENETRATIONS DUE TO THE LACK OF THE CONTRACTOR'S COORDINATION OF THE OTHER COMPONENTS OF CONSTRUCTION SHALL BE BORE SOLELY BY THE CONTRACTOR. TYPICAL DETAILS: SECTIONS AND DETAILS LABELED AS "TYPICAL" OR "TYP." ANYWHERE ON THE CONTRACT DOCUMENTS SHALL APPLY TO ALL SITUATIONS THAT OCCUR ON THE PROJECT THAT ARE THE SAME AS OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH SECTIONS AND DETAILS SHALL APPLY WHETHER OR NOT THEY ARE CALLED-OUT AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE PROFESSIONAL OF RECORD. SUBSTITUTIONS: ALL SUBSTITUTIONS FOR PRODUCTS AND/OR MATERIALS OTHER THAN THOSE SPECIFIED WITHIN CONTRACT DOCUMENTS SHALL BE SUBMITTED PRIOR TO FINAL BIDS BEING SUBMITTED. FINAL BIDS SHALL BE BASED ON PRODUCTS AND/OR MATERIALS SHOWN WITHIN CONTRACT DOCUMENTS OR APPROVED PRIOR TO FINAL BID SUBMISSION. ANY SUBSTITUTIONS SUBMITTED FOR APPROVAL AFTER FINAL BIDS HAVE BEEN SUBMITTED SHALL BE REVIEWED FOR EQUIVALENCE BY A CALIFORNIA LICENSED ENGINEER HIRED AND PAID FOR BY THE CONTRACTOR, A LETTER STAMPED AND SIGNED BY THE ENGINEER VERIFYING EQUIVALENCE SHALL BE SUBMITTED FOR RECORD, AND ALL POST-BID APPROVED SUBSTITUTIONS SHALL RESULT IN A CREDIT TO THE OWNER. DISCREPANCIES: ALL DISCREPANCIES, CONFLICTS, AND/OR AMBIGUITIES WITHIN THECONTRACT DOCUMENTS, WHETHER WITHIN THE DRAWINGS OR SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE PROFESSIONAL OF RECORD FOR CLARIFICATION PRIOR TO SUBMITTING BIDS. IF CLARIFICATION IS NOT GIVEN ON DISCREPANCIES, CONFLICTS, AND/OR AMBIGUITIES WITHIN THE CONTRACT DOCUMENTS PRIOR TO SUBMITTING BIDS, INTERPRETATION WILL BE GIVEN DURING THE PROJECT SOLELY BY THE PROFESSIONAL OF RECORD. ANY COST INCURRED FROM INTERPRETATIONS OF DISCREPANCIES, CONFLICTS, AND/OR AMBIGUITIES SHALL BE BORE SOLEY BY THE CONTRACTOR. DAMAGE TO EXISTING CONSTRUCTION TO REMAIN: ALL WORK SHALL BE DONE IN A MANNER THAT WILL NOT DAMAGE ANY EXISTING CONSTRUCTION THAT IS TO REMAIN. ALL EXPENSES INCURRED FOR CORRECTIVE WORK TO REPAIR EXISTING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL OF RECORD SHALL BE BORE SOLELY BY THE CONTRACTOR. 2 FOUNDATION THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION OF THE GEOTECHNICAL LETTER REPORT TITLED “GEOTECHNICAL SEISMICITY AND FOUNDATION UPDATE LAMPSON AVENUE WELL WATER TANK ADDITIONS, SEAL BEACH, CALIFORNIA ”, DATED NOVEMBER 2, 2021 (NINYO & MOORE PROJECT NO. 207462002). THE GEOTECHNICAL CONSULTANT FOR THIS PROJECT IS NINYO & MOORE LOCATED AT THE ADDRESS OF 475 GODDARD, SUITE 200, IRVINE, CA 92618 AND MAYBE REACHED BY PHONE NUMBER OF (949) 753 7070. THE FOUNDATIONS FOR THE PROJECT SHALL CONSIST OF SPREAD FOOTINGS . THE RECOMMENDATIONS OF THE REPORT SHALL BE FOLLOWED. OVER EXCAVATION AND COMPACTION THE PROPOSED MAT FOUNDATION SHALL REST ON CRUSHED ROCK/LEAN CONCRETE BASE PLACED OVER EXISTING FILL THAT IS PROPERLY PREPARED AS RECOMMENDED BY THE GEOTECHNICAL REPORT. THE EXPOSED SUBGRADE OR SURFACE GRADE SHALL BE SCARIFIED TO A DEPTH OF APPROXIMATELY 8 INCHES,MOISTURE-CONDITIONED TO SLIGHTLY ABOVE OPTIMUM MOISTURE CONTENT, AND COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT AS EVALUATED BY ASTM INTERNATIONAL (ASTM) D 1557. ADDITIONALLY, ANY LOOSE, SOFT OR DELETERIOUS MATERIALS EXPOSED AT THE PLANNED FOUNDATION GRADE SHOULD BE OVER-EXCAVATED AND RE-COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT. EXCAVATION CLOSE TO OR BELOW THE GROUND WATER TABLE MAY ENCOUNTER WET AND/OR LOOSE/SOFT GROUND CONDITIONS. THEREFORE, MOISTURE-CONDITION MAY INCLUDE AERATION OF THE SOILS TO REDUCE THE MOISTURE CONTENT TO NEAR OPTIMUM. IN ADDITION, WET SOILS MAY BE SUBJECT TO PUMPING UNDER HEAVY EQUIPMENT LOADS. IF PUMPING SOILS ARE ENCOUNTERED A 2 FOOT LAYER OF CRUSHED ROCK CAN BE PLACED TO MITIGATED THE PUMPING SOILS. SHALLOW FOUNDATIONS 1. THE SHALLOW FOUNDATIONS ARE DESIGNED BASED ON AN ALLOWABLE NET VERTICAL BEARING PRESSURE OF 1,000 PSF. THE BEARING PRESSURE MAY BE INCREASED TO 2,000 PSF UNDER SHORT TERM SEISMIC LOADS. 2. THE BOTTOM OF THE FOOTING SHALL BE A MINIMUM OF 12 INCHES BELOW THE LOWEST ADJACENT GRADE. 3. A COEFFICIENT OF FRICTION OF 0.30 CAN BE UTILIZED FOR LATERAL SLIDING RESISTANCE. 4. A PASSIVE PRESSURE OF 300 PCF PER FOOT OF DEPTH, UP TO A VLAUVE 3,000 PSF. WHEN PASSIVE PRESSURE AND FRICTION ARE COMBINED FOR LATERAL RESISTANCE, THE PASSIVE PRESSURE NEEDS TO BE REDUCED BY ONE-HALF. 5. A THIRD INCREASE OF THE BEARING CAPACITY AND PASSIVE RESISTANCE IS ALLOWED FOR WIND AND SEISMIC LOADS. INSPECTION, TESTING & QUALITY ASSURANCE DURING GRADING ACTIVITIES, THE CONTRACTOR SHALL CONSULT WITH THE PROJECT GEOTECHNICAL ENGINEERING FIRM FOR ADDITIONAL RECOMMENDATIONS TO ADDRESS SITE-SPECIFIC CONDITIONS AND IF UNSATISFACTORY SOIL CONDITIONS ARE ENCOUNTERED. 3 CONCRETE MINIMUM REQUIRED DEVELOPMENT, HOOK EMBED., LAP SPLICE, & HOOK LENGTHS FOR F'c OF 4000 PSI THRU 5000 KSI WITH 60 KSI REINFORCEMENT - U.N.O. (ALL LAP SPLICES SHALL BE CLASS B UNLESS SPECIFICALLY ALLOWED OTHERWISE) BAR SIZE DEVELOPMENT LENGTH (l ) HOOK EMBED (l ) LAP SPLICE LENGTH (l ) HOOK LENGTH LAP CLASS A LAP CLASS B TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS STD 90° HOOK 180° HOOK #3 1'-7" 1'-3" 8" 1'-7" 1'-3" 2'-0" 1'-7" 6" 5" #4 2'-1" 1'-7" 10" 2'-1" 1'-7" 2'-8" 2'-1" 8" 6" #5 2'-7" 2'-0" 1'-0" 2'-7" 2'-0" 3'-4" 2'-7" 10" 7" #6 3'-1" 2'-5" 1'-3" 3'-1" 2'-5" 4'-0" 3'-1" 1'-0" 8" #7 4'-6" 3'-6" 1'-5" 4'-6" 3'-6" 5'-10" 4'-6" 1'-2" 10" #8 5'-2" 4'-0" 1'-7" 5'-2" 4'-0" 6'-8" 5'-2" 1'-4" 11" #9 5'-10" 4'-6" 1'-10" 5'-10" 4'-6" 7'-7" 5'-10" 1'-7" 1'-3" d dh st
ldh ALL CAST-IN-PLACE CONCRETE, FORMWORK, AND CONCRETE REINFORCING SHALL BE PERFORMED IN CONFORMANCE WITH SPECIFICATION 03300. ALL STRUCTURAL CONCRETE FOR MAT FOUNDATION AND WALL FOOTINGS, WALLS, BEAMS, SLABS, ETC. SHALL BE A READY-MIX CONCRETE OF NORMAL WEIGHT AGGREGATES ABLE TO ACHIEVE A 28 DAY STRENGTH OF 5,000 PSI WITH A WATER-TO-CEMENT RATIO NOT EXCEEDING 0.38. ALSO, PER GEOTECHNICAL RECOMMENDATION, TYPE V CEMENT SHALL BE USED ON ALL CONCRETE MIXES. THE MIX DESIGN SHALL BE SUBMITTED TO A RECOGNIZED TESTING LABORATORY FOR APPROVAL. PROPOSED MIX DESIGN SHALL BE UNIQUELY IDENTIFIED BY A MIX NUMBER OR OTHER POSITIVE MEANS. MIX DESIGN AND VERTIFYING TEST REPORTS, PERFORMED IN ACCORDANCE WITH ACI 214 & ACI 318 OF THE LATEST REVISIONS, SHALL BE SUBMITTED AT LEAST 5 DAYS PRIOR TO USE. CALCIUM CHLORIDE SHALL NOT BE UTILIZED, OTHER ADMIXTURES MAY ONLY BE UTILIZED WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. ALL CONCRETE WORK SHALL COMPLY WITH ALL THE REQUIREMENTS OF ASTM STANDARD C94 FOR THE MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN THE CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME MIXING WATER IS ADDED TO THE TIME THE CONRETE IS DEPOSITED, SHALL NOT EXCEED ONE AND ONE HALF HOURS. IT SHALL BE THE DUTY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. NO HORIZONTAL JOINTS SHALL BE PERMITTED. VERTICAL CONSTRUCTION JOINTS IN FLOORS SHALL BE LOCATED WITHIN THE MIDDLE THIRD OF SPANS OF SLABS, BEAMS, AND GIRDERS. JOINTS IN GIRDERS SHALL BE OFFSET A MINIMUM DISTANCE OF TWO TIMES THE WIDTH OF INTERSECTING BEAMS. A POUR SEQUENCE SHALL BE SUBMITTED FOR REVIEW. ALL VERTICAL CONCRETE SURFACES SHOWN ON THE CONTRACT DOCUMENTS SHALL BE BOARD FORMED. DESIGN, ERECTION, AND REMOVAL OF ALL FORMWORK, SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 301 AND 347. REINFORCEMENT DETAILING: DETAILING OF CONCRETE REINFORCEMENT SHALL BE PERFORMED IN ACCORDANCE WITH ACI 315 STANDARD, OF THE LASTEST REVISION. A STANDARD HOOK SHALL BE PROVIDED AT THE TERMINATION OF ALL BEAM TOP REINFORCING BARS AND WHERE A HOOK IS SHOWN ON THE DRAWINGS, BUT A SPECIFIC DIMENSION IS NOT GIVEN. ROTATE HOOKED END OF BARS AS NEEDED TO FIT WITHIN THE LIMITATION OF THE CONCRETE DIMENSIONS AND REQUIRED CLEARANCES; DO NOT CUT LENGTH OF HOOK. DETAILING AND PLACEMENT OF ALL REINFORCEMENT SHALL BE BASED ON A MEMBER SPAN OF CENTER-OF-SUPPORT TO CENTER-OF-SUPPORT; THIS INCLUDES THE CENTER OF FOOTINGS AS THE CENTER-OF-SUPPORT. CONTINUOUS TOP BARS SHALL BE HOOKED AT NON-CONTINUOUS ENDS AND LAPPED 30 BAR DIAMETERS AT MID-SPAN. BOTTOM BARS SHALL LAP 9" AT CENTER OF INTERIOR SUPPORTS AND EXTEND 5" PAST CENTER-OF-SUPPORT AT NON-CONTINUOUS SUPPORTS. AT TEMPERATURE REINFORCEMENT, INTERMEDIATE HORIZONTAL BARS IN WALLS ANDBEAMS, AND WHERE CONTINUOUS (CONT.) REINFORCEMENT IS CALLED FOR, A FULL TENSION LAP SPLICE SHALL BE PROVIDED AT SPLICES; SEE TABLE BELOW FOR REQUIRED LAP LENGTH. CORNER BARS WITH FULL TENSION LAPS, MATCHING CONTINUOUS BARS SIZE AND SPACING SHALL BE PROVIDED FOR ALL LONGITUDINAL BEAM REINFORCEMENT AND FOR ALL HORIZONTAL WALL REINFORCEMENT. ALL BEAM STIRRUPS AND COLUMN TIES SHALL CONFORM TO SEISMIC DETAILING REQUIREMENTS. MINIMUM REQUIRED DEVELOPMENT, LAP SPLICE, HOOK LENGTHS, & HOOK EMBEDMENT ARE THE FOLLOWING TABLE. ALL REINFORCEMENT LAP SPLICES SHALL BE FULL CLASS B LAP SPLICE LENGTH UNLESS SPECIFICALLY ALLOWED OTHERWISE-TYPICAL. DEVELOPMENT LENGTH AND LAP SPLICES FOR ALL VERTICAL REINFORCEMENT IN WALLS SHALL BE 1.25 TIMES THE APPROPRIATE LENGTHS GIVEN IN THE TABLE BELOW. 3 CONCRETE - CONTINUED REINFORCEMENT PLACEMENT & CLEARANCES: ALL REINFORCEMENT SHALL BE PLACED WITHIN THE MORE STRINGENT TOLERANCES SET FORTH IN ACI 318-14, ACI 350-06, ACI 117-10, AND THE PROJECT SPECIFICATIONS.

UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE SECTIONS AND/OR DETAILS, REINFORCEMENT SHALL BE PLACED SUCH THAT THERE IS MINIMUM A CLEAR SPACING BETWEEN BARS SHALL BE THE GREATER OF 1 1 2 IN., 1
1 2 x db (BAR DIAMETER), OR 4
3 TIMES THE MAXIMUM SIZE OF AGGREGATE. ADDITIONALLY, THE FOLLOWING CONCRETE COVER CLEARANCES SHALL BE PROVIDED THROUGHOUT THE PROJECT: SLAB: 1 1 2" CLEAR BOTTOM; 1
1 2" CLEAR TOP EXPOSED TO EARTH OR WEATHER
3 4" CLEAR TOP ALL OTHER. BEAMS: 3" CLEAR TO STIRRUPS BOTTOM EARTH FORMED, 3" CLEAR TO STIRRUPS SIDES EARTH FORMED, 1
1 2" CLEAR TO STIRRUPS TOP, 1
1 2" CLEAR TO STIRRUPS BOTTOM & SIDES BOARD FORMED, 2" CLEAR TO LONGITUDINAL REINFORCEMENT BOTTOM & SIDES BOARD FORMED. FOOTINGS: 3" CLEAR TO STIRRUPS BOTTOM EARTH FORMED, 3" CLEAR TO STIRRUPS SIDES EARTH FORMED, 2" CLEAR TO STIRRUPS TOP, 2" CLEAR TOSTIRRUPS BOTTOM & SIDES BOARD FORMED, 2" CLEAR TO LONGITUDINAL REINFORCEMENT BOTTOM & SIDES BOARD FORMED. COLUMNS: 1 1 2" CLEAR, TYPICAL. WALLS: 2" CLEAR EACH SIDE ALL OTHER, TYPICAL.

REINFORCING STEEL SHALL BE OF ASTM A615 GRADE 60 DEFORMED BARS, FREE OF OIL, SCALE, AND RUST. REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM & PLACING DETAILS OF ACI, STANDARDS & SPECIFICATIONS OF THE LATEST REVISIONS. REINFORCING SHALL BE SECURED IN PLACE BY THE USE OF METAL TIES AND SUPPORTED BY METAL, BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES. SUPPORTS FOR ELEVATED SLABS SHALL HAVE LEGS PROTECTED WITH PLASTIC. ALL MECHANICAL SPLICES SHALL COMPLY WITH ACI 318-14 REQUIREMENTS. BAR ENDS MUST BE TAPER THREADED WITH COUPLER MANUFACTER'S BAR THREADED TO ENSURE PROPER TAPER AND THREAD ENGAGEMENT. BARS SHALL BE TIGHTENED TO THE MANUFACTUERER'S RECOMMENDED WRENGH SETTING. MECHANICAL THREADED BAR SPLICES SHALL BE AS MANUFACTURED BY ERICO CONCRETE PRODUCTS OR AS APPROVED BY THE STRUCTURAL ENGINEER. CONDUITS, SLEEVES, AND PIPES EMBEDDED IN CONCRETE: ALL PENETRATIONS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE ARCHITECT. SEE SPECIFICATIONS FOR REQUIREMENTS OF CONDUITS, SLEEVES, AND PIPES EMBEDDED IN CONCRETE. THE CONTRACTOR MUST COORDINATE ALL WORK TO FOLLOW THE ABOVE GUIDELINES AT HIS EXPENSE. TESTING & QUALITY ASSURANCE: SEE SPECIFICATIONS FOR TESTING AND INSPECTION REQUIREMENTS. THE TESTING LABORATORY SHALL SUBMIT DOCUMENTATION OF HAVING MET THE REQUIREMENTS OF ASTM E329, OF THE LATEST REVISION.

MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY 17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
CONFORMED PLANS - ISSUED FOR CONSTRUCTION CITY OF SEAL BEACH LAMPSON WELL TREATMENT PROJECT No. CIP No. WT 1902 DSL DSL MSA / JT / CZ FEB 2026 SEE COVER SHEET D:\PROJECTS\2021\PACE\Lampson Well\Received 2_13_2026\B629-60-S1.0.dwg - Tab: STRUCTURAL NOTES - by santosh-xps dell on 02/13/26 at 6:02:10 PM 135 CIP No. WT 1902 S. SHAHI RC / MSA S. SHAHI STRUCTURAL NOTES S1.0 36 4 STRUCTURAL STEEL ALL STRUCTURAL STEEL WORK SHALL BE IN CONFORMANCE WITH SPECIFICATION 05120. GENERAL: ALL STRUCTURAL STEEL DESIGN HAS BEEN PERFORMED IN ACCORDANCE WITH THE LRFD DESIGN METHODOLOGY SET FORTH IN AISC 360-10. ALL STEEL THAT IS NOT FIREPROOFED SHALL RECEIVE A RUST PREVENTATIVE PRIMER COATING. COORDINATE ALL STRUCTURAL STEEL FIREPROOFING REQUIREMENTS WITH THE ARCHITECTURAL DOCUMENTS. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE AISC 303-10 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". STRUCTURAL STEEL SHAPES: THE FOLLOWING STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE RESPECTIVE ASTM UNLESS OTHERWISE SPECIFICALLY INDICATED ELSEWHERE: STEEL WIDE-FLANGE SHAPES ASTM A992, GRADE 50 HOLLOW STRUCTURAL SECTIONS (HSS) ASTM A1085 STEEL PIPE ASTM A53, GRADE B OTHER STRUCTURAL SHAPES ASTM A36 STEEL PLATES ASTM A572, GRADE 50 CONNECTIONS: ALL STRUCTURAL STEEL CONNECTION ELEMENTS SHALL CONFORM TO THE FOLLOWING RESPECTIVE SPECIFICATION UNLESS OTHERWISE SPECIFICALLY INDICATED ELSEWHERE: BOLTS (HEADED) ASTM A325 OR ASTM F1852, TYPE 1 THREADED RODS ASTM A193, B7 ANCHOR RODS ASTM F1554, GRADE 55, SUPPLEMENT S1 NUTS ASTM A563, HEAVY HEX GRADE DH WASHERS ASTM F436, GRADE 1 WELD FILLER METALS E-70 MEETING AWS D1.1 & AWS 1.8 CLAUSE 6.3 AEWSC ASTM A29, GRADE 1010-1020 (Fy=51 KSI (MIN) & Fu=65 KSI (MIN)) LENGTH OF THREADED PORTION OF ALL BOLTS SHALL BE SUCH THAT THREADS DO NOT OCCUR IN THE SHEAR PLANE. ALL FIELD BOLTED CONNECTIONS SHALL CONFORM TO ASTM A325 AND BE 3 4" (MIN.) DIAMETER U.N.O. ALL BOLT HOLES SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. AUTOMATICALLY END WELDED SHEAR CONNECTORS (A.E.W.S.C.), OR SHEAR-STUD CONNECTORS, SHALL BE TYPE B AND MADE FROM ASTM A29 GRADES 1010 THROUGH 1020 MATERIAL, IN ACCORDANCE WITH ANSI/AWS D1.1, WITH A MINIMUM YIELD STRENGTH OF 51 KSI AND MINIMUM TENSILE STRENGTH OF 65 KSI. ALL WELDED CONNECTIONS SHALL BE CONSIDERED AS DEMAND CRITICAL AND SHALL HAVE A MINIMUM 316" FILLET WELD UNLESS OTHERWISE NOTED. ALL WELDS SHALL BE MADE WITH E-70 ELECTRODES. WHEREVER MEMBERS ARE IN CONTACT WITH EACH OTHER AND A STRENGTH WELD IS NOT REQUIRED, THE JOINT SHALL BE SEALED WITH A FILLET WELD AS FOLLOWS. THE SIZE OF THE FILLET WELD TO BE PROVIDED WILL DEPEND ON THE THICKNESS OF THE THINNER PART JOINED AS FOLLOW: LESS THAN EQUAL TO 1 4" SHALL RECEIVE 1
8" FILLET WELD, OVER 1
4" TO 1
2" SHALL RECEIVE 316" FILLET WELD, OVER 1
2" TO 3
4" SHALL RECEIVE 1
4" FILLET WELD, AND OVER 3
4" SHALL RECEIVE 516" FILLET WELD. ALL CONNECTIONS SHALL BE DETAILED FOR THE APPLICABLE SEISMIC DESIGN CATEGORY REQUIREMENTS AND THE SEISMIC FORCE-RESISTING SYSTEM (SFRS) IN ACCORDANCE WITH AISC 341-10 AND AISC 358-10. CORNERS OF CONTINUITY PLATES AND STIFFENERS PLACED IN THE WEBS OF ROLLED SHAPES SHALL BE DETAILED IN ACCORDANCE WITH AWS D1.8 CLAUSE 4.1. SEE GENERAL NOTE TITLED "DESIGN LOADS & OTHER DESIGN INFORMATION" FOR ADDITIONAL LOADING CHARACTERISTICS. GALVANIZING: ALL STRUCTURAL STEEL SHAPES, PLATES, AND ALL MISCELLANEOUS

METAL ITEMS, AND CONNECTORS EXPOSED TO WEATHER OR MOISTURE, WHICH INCLUDES ALL STRUCTURAL STEEL THAT IS NOT ENCLOSED WITHIN A WATERTIGHT AND/OR CONDITIONED SPACE, AND ALL STEEL THAT IS INDICATED TO BE HOT-DIP

GALVANIZED AFTER FABRICATION (HDGAF) ON CONSTRUCTION DOCUMENTS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION (HDGAF). ALL STRUCTURAL STEEL TOBE HOT-DIP GALVANIZED AFTER FABRICATION (HDGAF) SHALL BE DONE IN ACCORDANCE WITH ASTM A123 AFTER FABRICATION, INCLUDING ALL SHOP WELDING AND DRILLING HAS BEEN COMPLETED. BOLT HOLES SHALL BE INCREASED AS NEEDED TO ACCOUNT FOR THE THICKNESS OF GALVANIZING. WELDING OF ALL GALVANIZED STEEL SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF AWS D19.0. ALL DAMAGED GALVANIZED COATINGS, INCLUDING BUT NOT LIMITED

TO DAMAGE DUE TO WELDING, SHALL BE REPAIRED WITH ZINC-BASED SOLDER (STICK GALVANIZING) IN ACCORDANCE WITH ASTM A780. ALL FASTENERS JOINING AND/OR CONNECTING HOT-DIP GALVANIZED STRUCTURAL ELEMENTS, INCLUDING BUT NOT LIMITED TO BOLTS, ANCHOR RODS, NUTS, WASHERS, & EMBEDDED PLATES, ARE TO BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. ALL DAMAGED COATING, INCLUDING DAMAGE DUE TO WELDING, SHALL BE REPAIRED WITH ZINC BASED SOLDER, OR STICK GALVANIZING, IN ACCORDANCE WITH ASTM A780. TESTING & QUALITY ASSURANCE: WELDING PROCEDURE SPECIFICATIONS (WPSs) SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. AS A MINIUMUM, THE INSPECTION SERVICE SHALL REVIEW THE WELDER'S QUALIFICATIONS AND CHECK ALL STRUCTURAL STEEL CONNECTIONS IN THE FIELD. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5 CONCRETE MASONRY UNITS (CMU)
5 CONCRETE MASONRY UNITS (CMU) - CONTINUED MINIMUM REQUIRED LAP SPLICE LENGTH TABEL FOR 60 KSI REINFORCEMENT IN MASONRY BAR SIZE 8" SMU BLOCK SINGLE REINFORCEMENT DOUBLE REINFORCEMENT #4 1'-9" 2'-0" #5 2'-2" 3'-2" #6 3'-7" 4'-6" #7 5'-0" 5'-3" #8 6'-0" NP ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH SPECIFICATION 04200, UNIT MASONRY. GENERAL: ALL CONCRETE MASONRY UNIT (CMU) CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATION FOR MASONRY STRUCTURES", TMS 602-13/ACI 530.1-13/ASCE 6-13. CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL DOCUMENTS FOR OTHER REQUIREMENTS OF MASONRY CONSTRUCTION, INCLUDING BUT NOT LIMITED TO SPLIT FACE BLOCK, JOINT TREATMENT, BLOCK SURFACE COLORS AND FINISHES, ADD MIXTURES IN CMU BLOCK, ETC. MASONRY: ALL CONCRETE MASONRY UNIT (CMU) CONSTRUCTION SHALL CONFORM TO THE ASTM C90, CBC 2019 SECTION 2103.1, AND ARTICLE 2.3 OF THE "SPECIFICATION FOR MASONRY STRUCTURES", TMS 602-13/ACI 530.1-13/ASCE 6-13. CMU SHALL BE EITHER DOULE CELL (CLOSED-END) OR OPEN-END. CONCRETE MASONRY UNITS SHALL HAVE A MINIMUM AVERAGE NET-AREA COMPRESSIVE STRENGTH, f' m, OF 1900 PSI, WITH NO INDIVIDUAL UNIT FALLING BELOW 1700 PSI. ALL CMU SHALL BE LAID IN RUNNING BOND. MORTAR: MORTAR SHALL CONFORM TO ASTM C270, TYPE S BY PROPORTION, CBC 2019 SECTION 2103.2, AND ARTICLES 2.1 AND 2.6-A OF THE "SPECIFICATION FOR MASONRY STRUCTURES", TMS 602-13/ACI 530.1-13/ASCE 6-13. ONLY TYPE S PORTLAND CEMENT MORTAR SHALL BE USED. MORTAR FINS SHALL BE REMOVED FROM ALL CELLS THAT ARE TO BE GROUTED. ALL CMU SHALL HAVE FULL MORTAR BED JOINTS AND FULL MORTAR HEAD JOINTS. THICKNESS OF BED JOINTS SHALL NOT EXCEED 5 8". GROUT: GROUT SHALL CONFORM TO ASTM C476 COURSE GROUT, CBC 2019 SECTION 2103.3, AND ARTICLE 2.2 OF THE "SPECIFICATION FOR MASONRY STRUCTURES", TMS 602-13/ACI 530.1-13/ASCE 6-13. GROUT SHALL HAVE A SLUMP OF 10 TO 11 INCHES, AS DETERMINED BY ASTM C143, AS "CORE-FILL GROUT-COURSE" AS MANUFACTURED BY QUIKRETE OR AN APPROVED EQUAL. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, f'g, OF 2500 PSI AT 28 DAYS, BUT NOT TO EXCEED 5000 PSI. AGGREGATES FOR GROUT MUST COMPLY WITH ASTM C404. ALL REINFORCED CELLS, AND ALL CELLS THAT ARE SHOWN TO HAVE ANCHORS, EMBEDS PLATES, ETC., SHALL BE FILLED SOLID FULL HEIGHT WITH PEA GRAVEL GROUT. GROUT SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH ASTM C1019. THE GROUT SHALL BE PLACED IN LIFTS THAT ARE NOT TO EXCEED 5 FT. MASONRY SHALL CURE FOR A MINIMUM OF 4 HOURS PRIOR TO PLACING GROUT. STOP THE LEVEL OF GROUT AT LEAST 2", BUT NOT MORE THAN 4", BELOW THE TOP OF A MORTAR JOINT. IF THE HEIGHT OF WALL CONSTRUCTED PRIOR TO PLACING ANY GROUT EXCEEDS 5'-0", 4"x4" CLEANOUTS SHALL BE PROVIDED AT THE BASE OF ALL GROUTED CELLS. HEIGHT OF CMU WALL CONSTRUCTED PRIOR TO PLACING GROUT SHALL NOT EXCEED 12'-8". GROUT SHALL BE CONSOLIDATED (VIBRATED) AND RECONSOLIDATED, TO COMPLETELY FILL VOIDS AND BOND TO THE MASONRY SURFACES. PARTICULAR ATTENTION SHALL BE GIVEN TO GROUT CONSOLIDATION AT EMBEDDED CAST-IN-PLACE ANCHORS. REINFORCEMENT: STEEL REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60 DEFORMED BARS, CBC 2019 SECTION 2103.4, AND ARTICLE 2.4 OF THE "SPECIFICATION FOR MASONRY STRUCTURES", TMS 602-13/ACI 530.1-13/ASCE 6-13. ALL STEELREINFORCING SHALL BE FREE OF OIL, SCALE, AND RUST. CORNER BARS WITH FULL TENSION LAPS, MATCHING CONTINUOUS BARS SIZE AND SPACING, SHALL BE PROVIDED FOR ALL LONGITUDINAL "U"-BLOCK REINFORCEMENT AND FOR ALL HORIZONTAL WALL REINFORCEMENT. LAP SPLICE LENGTHS OF REINFORCING BARS SHALL CONFORM TO THE FOLLOWING TABLE: EMBEDDMENT AND SPLICE TABLE NOTES: IF THE COVER OR EDGE IS LESS THAN 1 BAR DIAMETER OR THE CENTER-TO-CENTER LATERAL BAR SPACING IS LESS THAN 3 DIAMETERS, SEE TMS 402/ACI 530 FOR APPROPRIATE GUIDANCE. JOINT REINFORCEMENT: HORIZONTAL JOINT REINFORCEMENT SHALL BE PREFABRICATED FOR EMBEDMENT IN HORIZONTAL MORTAR JOINTS OF MASONRY, MANUFACTURED AND WELDED IN 10 FOOT LENGTHS FROM COLD-DRAWN STEEL WIRE CONFORMING WITH ASTM A82. JOINT REINFORCING STEEL SHALL CONFORM TO ASTM A951 AND ACI/ASCE 530, AND BE FREE OF OIL, SCALE, AND RUST. PREFABRICATED CORNERS AND TEES ARE REQUIRED FOR EACH TYPE OF WALL REINFORCING. JOINT REINFORCEMENT SHALL BE LAPPED 8" MINIMUM AT SPLICES. REINFORCEMENT PLACEMENT: THE CLEAR DISTANCE BETWEEN PARALLEL BARS SHALL NOT BE LESS THAN THE NOMINAL DIAMETER OF THE BARS, NOR LESS THAN 1 INCH. A MINIMUM CLEAR DISTANCE BETWEEN REINFORCING BARS AND THE INTERIOR SURFACE OF MASONRY CELLS OF 1 2 IN. SHALL BE MAINTAINED. REINFORCEMENT SHALL BE PLACED WITH THE FOLLOWING MASONRY COVER CLEARANCES, WITHIN THE TOLERANCES SET FORTH IN TMS 402/ACI 530, UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE SECTIONS & DETAILS. REINFORCING BARS SHALL HAVE A MASONRY COVER NOT LESS THAN: MASONRY FACES EXPOSED TO EARTH OR WEATHER: FOR BARS LARGER THAN NO. 5: 2" CLEAR FOR NO. 5 BARS OR SMALLER: 1 1 2" CLEAR MASONRY FACES NOT EXPOSED TO EARTH OR WEATHER: FOR ALL BARS: 1 1 2" CLEAR REINFORCEMENT PLACEMENT TOLERANCE: TOLERANCE FOR THE PLACEMENT OF REINFORCEMENT STEEL IN WALLS AND FLEXURAL ELEMENTS SHALL BE ± 1 2", WHICH SHALL BE ACHIEVED WITH ADEQUATELY SPACED BAR POSITIONERS. TESTING & QUALITY ASSURANCE: ALL SAMPLING AND TESTING OF GROUT SHALL BE DONE IN ACCORDANCE WITH ASTM C1019. ALL SAMPLING AND TESTING OF MORTAR SHALL BE DONE IN ACCORDANCE WITH ASTM C780. PROVIDE AN INSPECTION HOLE AT THE BOTTOM OF EACH CELL FOR EACH LIFT TO ALLOW VISUAL INSPECTION AND TO REMOVE MORTAR DROPPING PRIOR TO GROUTING. TESTING LABORATORY SHALL INSPECT EACH CELL PRIOR TO AND DURING GROUTING.

MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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Advanced Water Engineering
CONFORMED PLANS - ISSUED FOR CONSTRUCTION CITY OF SEAL BEACH LAMPSON WELL TREATMENT PROJECT No. CIP No. WT 1902 DSL DSL MSA / JT / CZ FEB 2026 SEE COVER SHEET D:\PROJECTS\2021\PACE\Lampson Well\Received 2_13_2026\B629-60-S1.1.dwg - Tab: STRUCTURAL NOTES - by santosh-xps dell on 02/13/26 at 6:28:50 PM 135 CIP No. WT 1902 S. SHAHI S. SHAHI RC / MSA STRUCTURAL NOTES S1.1 37 7 INSPECTION & TESTING SERVICES OWNER SHALL SELECT AND PAY FOR THE SERVICES OF AN INDEPENDENT INSPECTION & TESTING LABORATORY TO PERFORM THE TASKS LISTED UNDER THE "INSPECTION, TESTING, & QUALITY ASSURANCE" SECTION OF EACH OF THE ACCOMPANYING GENERAL NOTES AND ALL TASKS LISTED IN THE SPECIFICATIONS. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS SHALL BE PERFORMED FOR THE FOLLOWING ASPECTS OF THE PROJECT IN ACCORDANCE WITH THE PROVISIONS OF CBC 2019: CONSTRUCTION TYPE CODE SECTION 1. STRUCTURAL STEEL 1705.2 & 1705.12.1 2. CONCRETE 1705.3 3. REINFORCED MASONRY 1705.4 4. SOIL 1705.6 5. POST-INSTALLED ANCHORS MANUFACTURER'S RECOMMENDATION REPORTING REQUIREMENTS: SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INCLUDE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTIONS OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE START OF WORK BY THE APPLICANT AND THE BUILDING OFFICIAL. 7 INSPECTION & TESTING SERVICES - CONTINUED
7 INSPECTION & TESTING SERVICES - CONTINUED IN ACCORDANCE WITH CHAPTER 17 OF THE 2019 CBC, SPECIAL INSPECTION IS REQUIRED AS NOTED BELOW 1705.2.1 & 1705.2.1.2 - REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. - X AISC 360, SECTION A3.3 & APPLICABLE ASTM MATERIAL STANDARDS B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. - X - - 2. INSPECTION OF HIGH-STRENGTH BOLTING: A. SNUG-TIGHT JOINTS. - X AISC 360, SECTION M2.5 1704.3.3 B. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITH MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION. - X C. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION.

X - 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFROM TO AISC 360. - X AISC 360, SECTION M5.5 B. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. - X APPLICABLE ASTM MATERIAL STANDARDS C. MANUFACTURER' SCERTIFIED TEST REPORTS. - X 4. MATERIAL VERIFICATION OF WELD FILTER MATERIALS: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. - X AISC 360, SECTION A3.5 AND APPLICABLE AWS A5 DOCUMENTS - B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. - X - - 5. INSPECTION OF WELDING: A. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: 1. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS X - AWS D1.1 1704.3.1 2. MULTIPASS FILLET WELDS.X - 3. SINGLE-PASS FILLET WELDS > 516" X - 4. PLUG AND SLOT WELDSX - 5. SINGLE-PASS FILLET WELDS 516" - X 6. FLOOR AND ROOF DECK WELDS. - X AWS D1.3 B. REINFORCING STEEL: 1. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706. - X AWS D1.4 ACI 318: SECTION 3.5.2 2. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT.

X - 3. SHEAR REINFORCEMENT.X - 4. OTHER REINFORCING STEEL. - X 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: A. DETAILS SUCH AS BRACING ADN STIFFENING. - X B. MEMBER LOCATIONS. - X 1704.3.2 C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. - X 1705.6 - REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION CONTINUOUS PERIODIC 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. - X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED THE PROPER MATERIAL. - X 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. - X 4. VERIFY PROPER USE OF MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.

X - 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - X 1705.3 - REQUIRED SPECIAL INSPECTION AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT. - X ACI318: CH. 20, 25.2, 25.3, 26.5.1 - 26.5.3 1908.4 2. REINFORCING BAR WELDING: A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706. - X AWSD 1.4 ACI318: 17.8.2 - B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 516"
- X C. INSPECT ALL OTHER WELDS
X - 3. INSPECT ANCHORS CAST IN CONCRETE. - X ACI318: 17.8.2 - 4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS PER ESR/ICC REPORT. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.X - ACI318: 17.8.2.4 ACI318: 17.8.2 - B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A - X 5. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORMSLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPARATURE OF THE CONCRETE.

X - ASTMC172 ASTMC31 ACI318: 26.4, 26.12 1908.10 7. INSPECT CONCRETE AND SHOTCRET PLACEMENT FOR PROPER APPLICATION TECHNIQUES.X - ACI318: 26.4.5 1908.6,1908.7, 1908.8 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPARATURE AND TECHNIQUES. - X ACI318: 26.4.7 - 26.4.9 1908.9 9. INSPECTION OF PRESTRESSED CONCRETE: A. APPLICATION OF PRESTRESSING FORCES.X - ACI318: 26.9.2.1, 26.9.2.3 - B. GROUTING OF BONDED PRESTRESSING TENDONS.

X - 10. ERECTION OF PRECAST CONCRETE MEMBERS. - X ACI318: CH. 26.8 - 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. - X ACI318: 26.10.2 - 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - X ACI318: 26.10.1(b) - 1705.4 - REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE FOR CRITERIA CBC SECTION TMS402 / ACI530 / ASCE5 TMS602 / ACI530.1 / ASCE6 1. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS. - X - - ART. 1.5 2. VERIFICATION OF f'm AND f'aac PRIOR TO CONSTRUCTION AND EVERY 5,000 SQUARE FEET DURING CONSTRUCTION. - X - - ART 1.4B 3. VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDED MORTAR AND GROUT AS DELIVERED TO THE SITE. - X - - ART. 1.5B 4. VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE FOR SELF-CONSOLIDATING GROUT.

X - - - ART. 1.5B.1.b.3 5. THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: A. PROPORTIONS OF SITE-PREPARED MORTAR, GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS. - X - - ART. 2.6A B. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS. - X - - ART. 3.3B C. PLACEMENT OF REINFORCEMENT, CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES. - X - SEC. 1.15 ART. 3.4, 3.6A D. GROUT SPACE PRIOR TO GROUT.X - - - ART. 3.2D E. PLACEMENT OF GROUT.X - - - ART. 3.5 F. PLACEMENT OF PRESTRESSING GROUT.X - - - ART. 3.6C G. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. - X - - ART. 3.3F H. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION.X - - SEC. 1.2.2(e), 1.16.1 - I. SPECIFIED SIZE, GRADE AND TYPE OF
REINFORCEMENT, ANCHOR BOLTS, PRESTRESSING TENDONS AND ANCHORAGES. - X - SEC. 1.15 ART. 2.4, 3.4 J. WELDING OF REINFORCING BARS.

X - - SEC. 2.197.2,

3.3.3.4(b)
- K. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F)
- X SEC. 2104A.3, 2104A.4
- ART. 2.4, 3.4 L. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE.

X - - - ART. 1.8C, 1.8D 6. PREPARATION OF ANY REQUIRED GROUT SPECIMENS AND/OR PRISMS SHALL BE OBSERVED.X - SEC. 2105A.2.2, 2105A.3 - ART. 3.6B 7. POST-INSTALLED ANCHORS.

X - 1615A.1.14 (DSA-SS, 16151.12 (DSA-SS /
CC)
- -
6 ANCHORAGE TO CONCRETE & MASONRY GENERAL: CONTRACTOR SHALL TAKE EVERY PRECAUTION NECESSARY TO ENSURE THAT ANCHORS ARE ACCURATELY PLACED AND DO NOT CONFLICT WITH ANY STRUCTURAL MEMBERS. ANY STEEL MEMBERS THAT ARE TO BE ATTACHED TO MASONRY OR HARDENED CONCRETE SHALL BE FABRICATED FROM A FIELD DETERMINED TEMPLATE FOR THE LAYOUT OF CAST-IN-PLACE AND POST-INSTALLED ANCHORS. DURING THE INSTALLATION OF ALL POST-INSTALLED ANCHORS INTO MASONRY AND HARDENED CONCRETE, CONTRACTOR SHALL EXERCISE CARE TO ENSURE THAT NO EXISTING CAST-IN-PLACE REINFORCEMENT IS NICK OR CUT. THE CONTRACTOR SHALL LOCATE EXISTING REINFORCEMENT BY MEANS OF SMALL DRILLED PILOT HOLES, OR OTHER APPROVED NON-DESTRUCTIVE MEANS, THEN DETERMINE THE LAYOUT OF THE POST-INSTALLED ANCHORS. POST-INSTALLED ANCHOR INSTALLATION TRAINING: ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTATLLATION INSTRUCTIONS (MPII). PRIOR TO PROCEEDING WITH THE INSTALLATION OF ANY POST-INSTALLED ANCHORS, THE CONTRACTOR SHALL CONTACT THE MANUFACTURER OF THE POST-INSTALLED ANCHORING SYSTEM BEING USED. A REPRESENTATIVE FROM THE ANCHORING SYSTEM MANUFACTURER SHALL BE HIRED BY THE CONTRACTOR TO PROVIDE ALL OF THE NECESSARY ON-SITE TRAINING AND/OR GUIDANCE TO ENSURE THE PROPER INSTALLATION OF THEIR PRODUCTS. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND WIRE BRUSHED IN ACCORDANCE WITH ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS. ONLY PERSONNEL WITH ACI ANCHOR INSTALLOR CERTIFICATION SHALL INSTALL POST-INSTALLED ANCHORS. AT THE PROFESSIONAL OF RECORD'S OPTION, PERSONNEL WITH ADEQUATE TRAINING MAY BE ALLOWED INSTALL POST-INSTALLED ANCHORS IF SUFFICIENT DOCUMENTATION IS PROVIDED. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ANCHOR TYPES: ALL CAST-IN-PLACE ANCHORS SHALL BE HEADED BOLTS OR THREADED RODS WITH A NUT WELDED NEAR THE LOWER SECTION OF THE ROD. POST-INSTALLED ANCHORS SHALL INCLUDE ALL WEDGE TYPE ANCHORS, ALL ADHESIVE SET TYPE ANCHORS, AND OTHER TYPES OF POST-INSTALLED ANCHORS THAT REQUIRE DRILLING INTO GROUTED AND HOLLOW MASONRY AND THE CONCRETE AFTER IT HAS HARDENED. INSTALLATION OF ANCHORS INTO CONCRETE: 1. CAST-IN-PLACE ANCHORAGE IN CONCRETE: A. MATERIALS: CAST-IN-PLACE CONCRETE ANCHORS SHALL CONSIST OF ASTM A193, B7 THREADED RODS, ASTM A563, HEAVY HEX GRADE DH NUTS, AND ASTM F436, GRADE 1 WASHERS. B. INSTALLATION: THE TOLERANCES FOR THE PLACEMENT OF EMBEDDED ITEMS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 7.5, ENTITLED “INSTALLATION OF ANCHOR BOLTS, FOUNDATION BOLTS, AND OTHER EMBEDDED ITEMS”, OF AISC 303-10, ENTITLED “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 2. POST-INSTALLED ADHESIVE ANCHORAGE INTO CONCRETE: A. MATERIALS: POST-INSTALLED CONCRETE ANCHORS SHALL BE ASTM A193, B7 THREADED RODS, ASTM A563, HEAVY HEX GRADE DH NUTS, AND ASTM F436, GRADE 1 WASHERS. B. INSTALLATION: ALL HOLES SHALL BE MADE ONLY WITH A HAMMER DRILL WITH A CARBIDE BIT; HOLES SHALL NOT BE MADE WITH A CORE DRILL. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND WIRE BRUSHED IN ACCORDANCE WITH ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALLATION OF POST-INSTALLED ANCHORS INTO THE CMU BLOCK WALLS: THE FOLLOWING PROCEDURE SHALL BE FOLLOWED WHEN INSTALLING POST-INSTALLED ANCHORS INTO THE CMU BLOCK WALLS. 1. CAST-IN-PLACE ANCHORS IN GROUTED CMU BLOCK: A. MATERIALS: CAST-IN-PLACE MASONRY ANCHORS SHALL CONSIST OF ASTM A307, GRADE A BOLTS WITH ASTM A563A, HEX NUTS, AND ASTM F844 WASHERS. B. INSTALLATION: WHERE ANCHOR PROTRUDES FROM SIDE FACE OF MASONRY FACE SHELL, THE FACE SHELL OF THE MASONRY UNIT WALL SHALL HAVE A HOLE CORED OR DRILLED THAT ALLOWS FOR 1 INCH CLEAR OF GROUT ALL AROUND THE ANCHOR BOLT, SUCH THAT DIAMETER OF HOLE SHALL BE 2" + BOLT DIAMETER. THE MINIMUM CLEAR DIMENSION FROM THE END OF THE HEADED ANCHOR BOLT TO THE INSIDE FACE OF THE SHELL SHALL BE 1 2". 2. POST-INSTALLED ANCHORS INTO CMU BLOCK: A. MATERIALS: ALL THREADED ROD ANCHORS SHALL BE CUT FROM ASTM F593, GROUP 1 STAINLESS STEEL THREADED ROD, CUT TO THE REQUIRED LENGTH, WITH A SQUARE END INSERTED INTO BLOCK. SET RODS WITH HILTI HIT-HY 70 ADHESIVE SYSTEM. ONCE THE APPLICABLE CURE TIME HAS ELAPSED, APPLY A MAXIMUM INSTALLATION TORQUE OF 10 FT. LBS.

THREADED RODS SHALL BE FREE OF OILS, SCALES, AND RUST. B. GROUTED MASONRY INSTALLATION: POST-INSTALLED ANCHORS INSTALLED INTO GROUTED MASONRY SHALL HAVE AN EMBEDDMENT DEPTH OF 6 3 4"-TYPICAL. FOLLOW ALL MANUFACTURER'S INSTALLATION RECOMMENDATIONS. C. NON-GROUTED MASONRY INSTALLATION: POST-INSTALLED ANCHORS INSTALLED INTO NON-GROUTED MASONRY SHALL HAVE AN EMBEDDMENT DEPTH OF 2" INTO CMU WITH STAINLESS STEEL SCREEN TUBES. PROVIDE 3 4"x8" STAINLESS STEEL SCREEN TUBES THAT SHALL BE MODIFIED AS NEEDED TO PROVIDE THE REQUIRED LENGTH FOR A 2" EMBEDDMENT PAST THE FACE SHELL INTO CMU BLOCK. PROVIDE A FLANGE AT THE OPENING OF THE MODIFIED SCREEN TUBE FROM THE PORTION OF THE 3 4"x8" SCREEN TUBE THAT WAS MODIFIED. FOLLOW ALL MANUFACTURER'S INSTALLATION RECOMMENDATIONS. WHEN DRILLING HOLES INTO NON-GROUTED MASONRY CELLS, CARE SHALL BE EXERCISED SO AS TO NOT BLOWOUT INNER FACE OF MASONRY CELL WALL. THIS CAN BE ACHIEVED BY DECREASING OR ELIMINATING THE HAMMERING FUNCTION OF THE DRILL MIDWAY THROUGH THE BLOCK FACE. AS AN ALTERNATIVE WHEN DRILLING INTO NON-GROUTED MASONRY, THE CONTRACTOR SHALL CONSIDER CORE DRILL.

MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THE GENERAL CONTRACTOR SHALL SUBMIT ACTUAL SIZE, SUPPORT SPACING, &

WEIGHT, INCLUDING WEIGHTS OF ANY INERTIA BASE, OF ALL MECHANICAL AND

ELECTRICAL EQUIPMENT, INCLUDING TANKS, TO BE USED IN THE PROJECT TO THE PROFESSIONAL OF RECORD AND SUBCONTRACTORS FOR VERIFICATION OF LOADS USED IN THE DESIGN, AND SHALL REPORT ANY CHANGES IN LOCATION, NUMBER OF PIECES, AND WEIGHTS OF EQUIPMENT AS SHOWN ON MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS AT LEAST TWO WEEKS PRIOR TO FABRICATION AND CONSTRUCTION OF THE SUPPORTING STRUCTURE COMPONENTS. ALL EQUIPMENT ANCHORAGE SHALL HAVE A MINIMUM ADEQUATE CAPACITY TO RESIST THE BASE SHEAR FORCES LISTED IN THE GENERAL NOTE ENTITLED "DESIGN LOADS & OTHER DESIGN INFORMATION". MECHANICAL AND ELECTRICAL EQUIPMENT: PRIOR TO THE DETAILING OF ANY STRUCTURAL MATERIALS INVOLVED IN THE SUPPORT OF ANY EQUIPMENT, INCLUDING BUT NOT LIMITED TO MECHANICAL AND ELECTRICAL EQUIPMENT, THE CONTRACTOR SHALL FURNISH THE PROFESSIONAL OFRECORD ALL INFORMATION RELATIVE TO LOADS, LOAD POINTS, DIMENSIONS, ETC. OF THE ACTUAL EQUIPMENT WHICH IS TO BE FURNISHED FOR THE PROJECT. ALL DETAILS AND MEMBERS SIZES SHOWN ON THE STRUCTURAL DRAWINGS ARE TENTATIVE UNTIL SUCH TIME THAT THIS INFORMATION IS REVIEWED BY THE PROFESSIONAL OF RECORD. LOCATION OF SUPPORT BEAMS FOR ALL MECHANICAL EQUIPMENT, PIPING, ETC. MUST BE COORDINATED WITH SIZE AND LOCATION OF THE ACTUAL MECHANICAL SYSTEMS PROVIDED BY THE CONTRACTOR. EQUIPMENT ANCHORAGE: ALL EQUIPMENT ANCHORAGE SHALL BE A DEFERRED SUBMITTAL BY THE CONTRACTOR. ANCHORAGE OF ALL EQUIPMENT SHALL BE DESIGNED BY A REGISTERED CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF CALIFORNIA, COMMISSIONED AND PAID FOR BY THE CONTRACTOR. ALL DEFERRED EQUIPMENT SUBMITTALS SHALL BEAR THE DESIGNING ENIGINEER'S SEAL AND SIGNATURE. ALL ANCHORAGE COMPONENTS AND LABOR NECESSARY TO INSTALL THE NECESSARY ANCHORAGE SHALL BE PROVIDED BY THE CONTRACTOR TO SUITE THE SPECIFIC EQUIPMENT THAT IS TO BE PROVIDED FOR THE PROJECT. EQUIPMENT ANCHORAGE ON HOUSEKEEPING PAD: WHERE ANCHORING EQUIPMENT ON A CONCRETE HOUSEKEEPING PAD, ANCHORS SHALL EXTEND THROUGH ENTIRE THICKNESS OF PAD AND ADEQUATE EMBEDMENT INTO UNDERLYING SLAB SHALL BE ACHIEVED. ANCHOR EMBEDMENT SHALL BE MEASURED FROM THE TOP OF THE MAIN SLAB, NOT FROM THE TOP OF THE PAD. 9 DESIGN LOADS & OTHER DESIGN INFORMATION ALL COMPONENTS OF THIS PROJECT SHALL BE ABLE TO WITHSTAND THE LOADING CRITERIA SET FORTH IN THE CALIFORNIA BUILDING CODE (CBC), 2019 EDITION, AND ASCE 7-16. THE FOLLOWING DESIGN INFORMATION HAS BEEN DEVELOPED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE, 2019 EDITION, ALONG WITH ASCE 7-16. 1. ROOF LIVE LOADS: Lr: N/A 2. SNOW LOADS: N/A 3. WIND DESIGN DATA: A. ULTIMATE DESIGN WIND SPEED, VULT: 106 mph B. RISK CATEGORY: IV C. WIND IMPORTANCE FACTOR, I W: 1.00 D. WIND EXPOSURE: C 6. SEISMIC DESIGN CRITERIA: A. SEISMIC IMPORTANCE FACTOR, I E: 1.5 B. RISK CATEGORY: IV C. MAPPED SPECTRAL RESPONSE ACCELERATIONS: S S: 1.4752 g
S1: 0.527 g D. SITE CLASS: D E. SITE COEFFICIENTS: F
A: N/A
F
V: N/A F. MCE SPECTRAL RESPONSE PARAMETERS: SMS: 1.651 g SM1: 1.867 g G. DESIGN SPECTRAL RESPONSE PARAMETERS: SDS: 1.101 gSD1: 0.245 g H. SITE-MODIFIED MCE G PEAK GROUND ACCELERATION : PGA
M = 0.691 g I. LONG PERIOD TRANSITION-PERIOD: TL = 8 SEC J. SEISMIC DESIGN CATEGORY: D 9 DESIGN LOADS & OTHER DESIGN INFORMATION 7. FLOOD LOAD: N/A 8. SPECIAL LOADS: N/A 9. SYSTEM AND COMPONENTS REQUIRING SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE: SPECIAL INSPECTIONS SHALL BE PERFORMED FOR THE VARIOUS ASPECTS OF THE PROJECT PER THE REQUIREMENTS STIPULATED IN CBC 2019.

MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

BS5.0 PROVIDE PIPE SUPPORT STAND, TYP.

DS5.0 PUMP RACK
AS5.0
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

PIPE SIZE
PER PLAN 3" TYP. 1'-6" 1'-6"
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

COVER
6" 2'-0"
2'-0" 1'-3" 2'-0" TYP Ld TYP 1'-3"
1'-6"
2'-0" DETENTION TANK PLAN AND SECTION SCALE: 1/2" = 1'-0" A MAT SLAB DRAIN PIT PLAN AND SECTION SCALE: N.T.S B NOTE: 1) SEE GENERAL NOTES, NOTE 8 ON S1.3, FOR TANK ANCHORAGE REQUIREMENTS. 2) SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION NOT SHOWN HERE. 144"Ø X 96"(HEIGHT) 5,000 GALLON WATER TANK. NOTE: 1) SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION NOT SHOWN HERE. #5@12" MAX OC. HORIZONTAL SPACING TYP (TOP & BOT.) #5 CLOSED TIES @12" MAX OC. TYP MAT REINFORCING TYP EMBEDDED PIPE PER MECHANICAL DRAWINGS MAT REINFORCING TYP DIAGONAL BARS TO MATCH MAT REINFORCING TYP REBAR, #4@6" OC TYP REBAR, #4 @6" OC AROUND PIT TYP REBAR, #4 @6" OC TYP. MOVE BARS TO ACCOMMODATE EMBEDDED PIPE. ADD WATER STOP SLOPE GROUT TO DRAIN MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY 17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering
CONFORMED PLANS - ISSUED FOR CONSTRUCTION CITY OF SEAL BEACH LAMPSON WELL TREATMENT PROJECT No. CIP No. WT 1902 DSL DSL MSA / JT / CZ FEB 2026 SEE COVER SHEET D:\PROJECTS\2021\PACE\Lampson Well\Received 2_13_2026\B629-60-S3.1.dwg - Tab: CONCRETE DETAILS - by santosh-xps dell on 02/14/26 at 8:54:49 AM 135 CIP No. WT 1902 S. SHAHI S. SHAHI RC / MSA CONCRETE DETAILS S3.1 42 8" FULLY GROUTED CMU WALL, (TYP.)
2'-0"
2'-0" MIN. 3" CLEAR COVER (TYP.)1'-0" 4'-3"8'-0" 1'-0" 1'-0" 3' 1' MIN.
1'
1' 1'
8" PERIMETER WALL STEP FOOTING F TYPICAL CMU WALL N.T.S. D PROPOSED CMU WALL TO EXISITING WALL TRANSITION E NOT USED1. PROVIDE JOINTS AT INTERVALS NOT TO EXCEED 24 FEET EXCEPT AS NOTED. 2. HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS THRU JOINT. 3. SINGLE LAYER OF REINFORCEMENT SHOWN, DOUBLE LAYER OF REINFORCEMENT SIMILAR. 4. CMU BLOCK SIZE AND COLOR SHALL MATCH EXISTING CMU WALL. SITE WALL A KEY COLD JOINT FULL HEIGHT PROVIDE OPEN END BLOCKS AT BLOCK WALLS. FILL WITH POLYSULPHIDE SEALANT EACH SIDE NOTES: 1'-6" TYP (2)-#5 CONT. N.T.S. N.T.S. N.T.S. 2" SOLID CAP BLOCK (TYP.) #5 HORZ. BAR @ 24"O.C MAX O.C (TYP.) #5 VERT. DOWEL w/ STANDARD HOOK @ 8" MAX. O.C. EXISTING GRADE (5)#5 CLOSED STRIRRUPS @ 16" O.C. (TYP.) #5 VERT. REINFORCING BAR @ 8" MAX. O.C. (TYP.) (4) #5 REBARS EQUALLY SPACED TOP AND BOTTOM. (2)#4 HORZ. BAR @ TOP 2 - #5 T&B #5 @ 12" C 6" EQ EQ EQ EQ 6" 2'-0" TYP. (N) WALL
(N) WALL FOOTING
(E) PILASTER
(E) PILASTER FOOTING
(E) WALL FOOTING PLAN VIEW SECTION (N) EPOXY ANCHOR #5 REBAR WITH HILTI-HIT HY 270 (ESR-4143) INTO EXISTING FULLY GROUTED MASONRY PILASTER AT 6 LOCATIONS WITH 6" EMBEDMENT. SPECIAL INSPECTION REQUIRED. (N) EPOXY ANCHOR #5 REBAR WITH HILTI-HIT RE 500 VE (ESR-3814) INTO EXISTING CONCRETE FOOTING AT 5 LOCATIONS WITH 9" EMBEDMENT. SPECIAL INSPECTION REQUIRED. 3"
EQ
2'-0" TYP. 2'-0" TYP.3"
EQ
(N) WALL FOOTING(N) WALL
(N) EPOXY ANCHOR #5 REBAR
WITH HILTI-HIT RE 500 VE (ESR-3814) INTO EXISTING CONCRETE FOOTING AT 5 LOCATIONS WITH 9" EMBEDMENT. SPECIAL INSPECTION REQUIRED. (N) EPOXY ANCHOR #5 REBAR WITH HILTI-HIT HY 270 (ESR-4143) INTO EXISTING FULLY GROUTED MASONRY PILASTER AT 6 LOCATIONS WITH 6" EMBEDMENT. SPECIAL INSPECTION REQUIRED. (E) PILASTER (E) PILASTER / WALL FOOTING 3" PERFORATED DRAIN LINE W/ FILTER FABRIC PROVIDE AGGREGATE BASE PER GEOTECHICAL RECOMMENDATIONS 3/8" TYP MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

SEE MECH DWGS. SEE MECH DWGS. SEE MECH DWGS. 5"
3" 1 1/2" (TYP.)
1'-0" 1'-0"
9'-0"
6" 6"
4"
EMBD
1'-0" 1'-0" 1" TYP
2"

TYP PIPE SUPPORT RACK

B BOOSTER PUMP SUPPORT RACK
A
D BACKWASH PIPE SUPPORT N.T.S.

F 1/4 5/8" BASE (TYP.) PLATE (TYP.) 5/8"ØHILTI KB-TZ2, SS316, w/ 4" MINIMUM EFFECTIVE EMBEDMENT TYP. (2/BASE PLATE) (TYP.) INSTALL PER ESR REPORT

TOLCO STANDARD U-BOLT, OR

APPROVED EQUAL, W/ NUTS AND
WASHER TO MATCH (TYP.) PIPE PER MECHANICAL DWG. (TYP.)
℄
℄ 1/4
℄
℄
℄
℄ (TYP.) HSS4x2x1/4 HSS4x2x1/4 HSS4x2x1/4 HSS2x2x1/4 HSS4x2x1/4 HSS4x2x1/4 HSS2x2x1/4 HSS4x2x1/4 BASE PLATE NOTES: 1. COORDINATE W/MECHANICAL DRAWINGS FOR DIMENSIONS AND LOCATIONS PRIOR TO FABRICATION OF THE PIPE SUPPORT RACK. 2. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED, UNO. 3. PROVIDE 1" NON-SHRINK GROUT, BELOW THE SUPPORT PLATES, TYP. N.T.S. PIPE SUPPORT STAND 5/8" BASE PLATE TYP. 1/4" CAP PLATE PIPE PER MECHANICAL DWGS TYP TOLCO STANDARD U-BOLT, OR APPROVED EQUAL, W/ NUTS AND WASHER TO MATCH TYP. NOTES: 1. COORDINATE W/MECHANICAL DRAWINGS FOR DIMENSIONS AND LOCATIONS PRIOR TO FABRICATION OF THE PIPE SUPPORT RACK. 2. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED, UNO. (TYP.) 3. PROVIDE 1" NON-SHRINK GROUT, BELOW THE SUPPORT PLATES, TYP. N.T.S. ℄
℄BASE PLATE TYPN.T.S. 1/4 TYP TYP HSS2x2x1/4
HSS2x2x1/4
L2x2x1/4
L2x2x1/4 HSS2x2x1/4
HSS2x2x1/4BOOSTER PUMP WT: 200
# MAX BOOSTER PUMP WT: 200
# MAX BOOSTER PUMP WT: 200# MAX BOOSTER PUMP WT: 200# MAX HSS2x2x1/4 HSS2x2x1/4 HSS2x2x1/4 1/2"Ø HILTI KB-TZ2, SS316, w/ 3 1/2" MINIMUM EFFECTIVE EMBEDMENT TYP. (1/BASE PLATE, 4 TOT.) TYP. INSTALL PER ESR REPORT.

HSS2x2x1/4
HSS2x2x1/4 1/4" CAP PLATE (TYP.) BOOSTER PUMP WT: 200
# MAX BOOSTER PUMP WT: 200# MAX BOOSTER PUMP WT: 200# MAX 1/4 TYP ELEVATION-FRONT ELEVATION-SIDE PLAN 1/4 TYP CAP SEE MECHANICAL DRAWINGS FOR LOCATIONS AND SIZES 3/4"ØX6" STUD FUSION WELDED TO EMBEDDED PIPE. (4 TOP & 4 BOT. 8 LOCATIONS TOTAL) TYP HSS6x6x1/4 5/8"Ø HILTI KB TZ2-SS 316 W/ 4" MIN. EFFECTIVE EMBEDMENT TYP. (4 TOT.). INSTALL PER ICC-ESR-4266 (SPECIAL INSPECTION REQUIRED). 3/4" THREADED ROD W/ NUTS AND WASHER TO MATCH TYP 2 LOCATIONS NOTES: 1) ALL EXPOSED STEEL SHALL BE SS316 STAINLESS STEEL. 2) SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION NOT SHOWN HERE. HSS6X6X1/4 5/8" MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

CONFORMED PLANS - ISSUED FOR CONSTRUCTION
17520 Newhope Street, Suite 200 | Fountain Valley, CA 92708 P: (714) 481-7300 | www.pacewater.com
Advanced Water Engineering GT NC FEB 2026 BI CITY OF SEAL BEACH LAMPSON WELL TREATMENT PROJECT No. CIP No. WT 1902 SEE COVER SHEET 135 CIP No. WT 1902 ELECTRICAL NOTES: 1. ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (2020), CALIFORNIA ELECTRICAL CODE (2022), BUILDING ENERGY EFFICIENCY STANDARDS TITLE 24 (2022), FEDERAL, STATE AND LOCAL JURISDICTION CODES. 2. ALL WORK SHALL BE DONE IN A NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION STANDARDS OF INSTALLATION, UNDER COMPETENT SUPERVISION. 3. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING WALKS, WALLS, PARKING SPOTS, DRIVEWAYS, CURBS, ETC. DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY AT NO ADDITIONAL COST TO THE CITY. 5. CONTRACTOR SHALL PAY FOR LOCAL FEES, PERMITS AND INSPECTIONS AS MAY BE REQUIRED AND PROVIDE A CERTIFICATE OF INSPECTION TO THE CITY. 6. LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. 7. IT IS THE OBLIGATION OF THE CONTRACTOR TO ORGANIZE HIS WORK SO THAT A COMPLETE ELECTRICAL, INSTRUMENTATION, AND/OR CONTROL SYSTEM FOR THE FACILITY WILL BE PROVIDED AND SUPPORTED BY ACCURATE SHOP AND RECORD DRAWINGS, AND ALL O & M MANUALS. 8. ALL CABLES SHALL BE NEW, COPPER, RATED FOR 600V AND LISTED FOR ITS LOCATION WITH A MINIMUM TEMPERATURE RATING OF 75 DEG C WET AND 90 DEG C DRY; POWER CABLES SHALL BE TYPE XHHW-2 FOR UNDERGROUND RUNS AND ABOVEGROUND RUNS, UNLESS NOTED OTHERWISE. 9. MINIMUM SIZE CONDUIT ABOVE GROUND SHALL BE 3/4". MINIMUM SIZE CONDUIT BELOW GROUND SHALL BE 1" UNLESS NOTED OTHERWISE. ALL CONDUITS FOR POWER AND LIGHTING SHALL CONTAIN A GROUNDING CONDUCTOR. 10. MINIMUM SIZE POWER CONDUCTORS SHALL BE #12 AWG UNLESS NOTED OTHERWISE. 11. ALL WIRE TERMINATIONS SUCH SHALL HAVE A MINIMUM TEMPERATURE RATING OF 75 DEG C, AS SUCH, WIRE AMPACITIES ARE CALCULATED BASED ON 75 DEG C RATINGS. 12. CONDUIT SIZE SHALL BE AS SPECIFIED IN THE PLANS OR DETAILS. UNDERGROUND CONDUIT SHALL BE SCH 40 PVC ENCASED IN CONCRETE WITH PVC COATED GALVANIZED RIGID STEEL BENDS, ELBOWS, AND TURN-UPS. ABOVE-GROUND CONDUIT SHALL BE PVC COATED GALVANIZED RIGID STEEL (RMC) UNLESS NOTED OTHERWISE. 13. EQUIPMENT LOCATED INDOORS SHALL BE NEMA 12 UNLESS NOTED OTHERWISE. OUTDOOR EXPOSED EQUIPMENT SHALL BE NEMA 3R UNLESS NOTED OTHERWISE. 14. GROUND AND BOND ALL EQUIPMENT AND ENCLOSURES PER NEC ARTICLE 250 AND MANUFACTURER REQUIREMENTS. 15. CONTRACTOR SHALL PLAN AND INSTALL WORK IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. 16. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, ETC. NECESSARY FOR A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WHETHER OR NOT THESE ITEMS ARE SPECIFICALLY NOTED ON THESE DRAWINGS. INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS, NOR MENTIONED IN SPECIFICATIONS THAT CAN BE LEGITIMATELY AND REASONABLY INFERRED TO BELONG TO THE WORK DESCRIBED OR BE NECESSARY IN GOOD PRACTICE TO PROVIDE A COMPLETE SYSTEM, SHALL BE FURNISHED AND INSTALLED AS THOUGH ITEMIZED HERE IN EVERY DETAIL. 17. ALL TRENCHING, CONDUITS, ETC. SHALL BE ROUTED AND INSTALLED IN SUCH A MANNER THAT WILL NOT DAMAGE EXISTING FACILITIES OR UNDERGROUND UTILITIES. SHOULD DAMAGE OCCUR, IT WILL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR DAMAGE TO THE SATISFACTION OF THE CITY OR INSPECTOR. 18. ALL CONDUIT RUNS SHOWN ON THIS PLAN ARE SCHEMATIC IN NATURE. THE CONTRACTOR SHALL MAKE SURE THAT ALL CONDUIT MEETS LOCAL AND STATE CODES. 19. WHEN CROSSING PATHWAYS OR SIDEWALKS, CONTRACTOR SHALL BORE UNDER EXISTING CONCRETE WALKS AND SAWCUT ASPHALT WALKS. ASPHALT WALKS AND CONCRETE SIDEWALKS TO BE REPLACED IN KIND. 20. CONTRACTOR SHALL GUARANTEE WORK INSTALLED UNDER THE CONTRACT TO BE FREE FROM DEFECTIVE WORKMANSHIP AND MATERIALS, USUAL WEAR EXPECTED, AND SHOULD ANY SUCH DEFECTS DEVELOP WITHIN A PERIOD OF ONE YEAR ACCEPTANCE OF THE PROJECT BY THE CITY, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS AND DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, AT NO EXPENSE WHATSOEVER TO THE CITY. 21. ALL CIRCUITS SHALL BE LEGIBLY IDENTIFIED AT THE PANEL, JUNCTION BOXES AND AT ALL EQUIPMENT IN A PERMANENT MANNER (I.E. ETCHED PLATES, CONDUCTOR TAG, PERMANENT MARKER, ETC.). THE LABELING SHALL INCLUDE PANEL CIRCUIT NUMBER, "TO" AND "FROM" IDENTIFICATION, AND MARKED "SPARE" WHERE APPLICABLE. 22. CONTRACTOR SHALL TEST ELECTRICAL SYSTEM FOR SHORT CIRCUITS AND MEGGER TEST FEEDERS AND BRANCH CIRCUIT WIRING. INSURE LOW IMPEDANCE GROUND PATH SYSTEM. PERFORM HIPOT TESTING WHEN REQUIRED BY LOCAL JURISDICTION. 23. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT CONNECTIONS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. PROVIDE ADDITIONAL FUSED DISCONNECT SWITCHES AND CONTROLS IF OVERCURRENT PROTECTION OR CONTROLS ARE NOT INTEGRAL WITH UNITS. 24. FULL LOAD AMPS (FLA) SIZES, AS NOTED IN THESE DRAWINGS, ARE BASED ON SPECIFIED EQUIPMENT DATA. CONTRACTOR SHALL VERIFY NAMEPLATE FLA OF EQUIPMENT SUPPLIED AND COORDINATE ACCORDINGLY PER EQUIPMENT SUPPLIER'S RECOMMENDATIONS AND CODE REQUIREMENTS. 25. CONDUITS OR RACEWAYS INSTALLED IN AREAS WHERE ELEVATION CHANGES MAY CAUSE WATER OR MOISTURE TO ENTER THE ELECTRICAL EQUIPMENT THROUGH THE CONDUIT SHALL BE SEALED IN ACCORDANCE WITH NEC 300.5(G). 26. MATERIALS SHALL BE NEW AND OF THE BEST QUALITY WITH MANUFACTURER'S NAME PRINTED THEREON. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI, UNDERWRITER'S LABORATORY OR OTHER APPLICABLE STANDARDS AND RATED FOR HEAVY DUTY SERVICE. 27. SELECTION OF MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE DRAWINGS AND/OR SPECIFICATIONS. 28. THE SUBMITTALS SHALL BE NEATLY GROUPED AND ORGANIZED. PERTINENT INFORMATION SHALL BE HIGHLIGHTED, AND THE SPECIFIC PRODUCT SHALL BE IDENTIFIED. ALL SUBMITTALS SHALL BE COMPLETE, AND PRESENTED IN ONE PACKAGE. THE SUBMITTAL SHALL INCLUDE A COMPLETE LIST OF THE EQUIPMENT AND MATERIALS, INCLUDING THE MANUFACTURER'S NAME, PRODUCT SPECIFICATION, DESCRIPTIVE DATA, TECHNICAL LITERATURE, PERFORMANCE CHARTS, CATALOG CUTS, INSTALLATION INSTRUCTION, AND SPARE PART RECOMMENDATIONS FOR EACH DIFFERENT ITEM OF THE EQUIPMENT SPECIFIED. 29. VERIFY ALL CONDUIT FILL RATIOS, BOX FILLS, AND CONDUIT BENDS (MAX 360 DEGREES) ARE MET PER NEC REQUIREMENTS. INSTALL PULL BOXES AND DE-RATE CABLE AMPACITY AS NECESSARY. 30. CONTRACTOR TO READ ALL THE DRAWINGS IN THIS SET TO BECOME FAMILIARIZED WITH THE FULL ELECTRICAL SCOPE, INCLUDING BUT NOT LIMITED TO THE MECHANICAL AND CIVIL DRAWINGS. 31. THESE DRAWINGS AND THE PROJECT SPECIFICATIONS ARE COMPLEMENTARY. WHERE THERE IS OVERLAP, THE MORE STRINGENT REQUIREMENT WILL TAKE PRECEDENCE. 32. CONTRACTOR SHALL VERIFY ALL CIRCUITS CONTAIN LESS THAN 5% VOLTAGE DROP. CONTRACTOR SHALL PROVIDE SHORT CIRCUIT ANALYSIS AND ARC FLASH STUDY, AS REQUIRED. 33. CONTRACTOR SHALL COORDINATE AND PERFORM WORK TO THE STANDARDS OF ALL APPLICABLE UTILITY COMPANIES, INCLUDING BUT NOT LIMITED TO UNDERGROUND ELECTRICAL LINES, GAS LINES AND WATER LINES. WHEN AN ISSUE OR DISCREPANCY ARISES, NOTIFY THE CITY AND ENGINEER IMMEDIATELY. 34. CONTRACTOR SHALL NOTIFY THE ENGINEER AND CITY WITH ANY DISCREPANCIES FOUND DURING INSTALLATION OR REVIEW. 35. CONTRACTOR TO PROVIDE REQUIREMENTS FOR NFPA 70E, AS REQUIRED. 36. LIGHTING SHALL BE INSTALLED IN THE BUILDING TO PROVIDE A MINIMUM OF 30 FOOT CANDLES IN ALL INDOOR ROOMS. 37. ALL POWER AND LIGHTING CONDUITS SHALL HAVE A GROUND WIRE, BE AT LEAST #12 THHN, AND SIZED FOR PROPER AMPACITY DERATING AND CONDUIT FILL. 38. ALL 120V RECEPTACLES AND CIRCUITS SHALL BE GFCI PROTECTED, EITHER WITH A GFCI RECEPTACLE OR THROUGH A GFCI CIRCUIT BREAKER. ELECTRICAL NOTES E0.0 45 THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

V VOLTS, VOLTAGE VM VOLTMETER VFD VARIABLE FREQUENCY DRIVE WP WEATHERPROOF TR,XMFR TRANSFORMER XP EXPLOSION PROOF A, AMP AMPERES AM AMMETER AC ALTERNATING CURRENT AIC AMPS INTERRUPTING CAPACITY ATS AUTOMATIC TRANSFER SWITCH BAT BATTERY BC BATTERY CHARGER

C COMMON CB CIRCUIT BREAKER CNTL CONTROL CPT CONTROL POWER TRANSFORMER CP CONTROL PANEL CR CONTROL RELAY, CORROSION RESISTANT CT CURRENT TRANSFORMER DC DIRECT CURRENT DR DUPLEX RECEPTACLE (E) EXISTING EC EDGE CONNECTOR EF EXHAUST FAN ETH ETHERNET ETM ELAPSED TIME METER F FUSE FB FUSE BLOCK (F) FUTURE FLTR FILTER FS FLOAT SWITCH FVNR FULL VOLTAGE NON REVERSING FVR FULL VOLTAGE REVERSING G, GND GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER HPS HIGH PRESSURE SODIUM HS HAND SWITCH ICP INSTRUMENTATION CONTROL PANEL ISR INTRINSICALLY SAFE RELAY I, IND INDICATOR INST INSTANTANEOUS KV KILOVOLT KVA KILOVOLT AMPERES KW KILOWATT LED LIGHT EMITTING DIODE LCD LIQUID CRYSTAL DISPLAY LA LIGHTNING ARRESTER LCP LOCAL CONTROL PANEL LPU LIGHTNING PROTECTION UNIT LOS LOCK OUT STOP LR LATCH RELAY LS LOAD SPLITTER MA MILLIAMPERES MB MAIN BREAKER MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTOR MOT MOTOR OVERTEMPERATURE MMS MOTOR MOISTURE SENSOR MS MOTOR STARTERN NEUTRAL NA NON AUTOMATIC (N) NEW N.I.C. NOT IN CONTRACT NP NAMEPLATE OT OVERTEMPERATURE O/L OVERLOAD DEVICE PB PUSHBUTTON PCB PRINTED CIRCUIT BOARD PC PROGRAMMABLE CONTROLLER PLC PROGRAMMABLE LOGIC CONTROLLER PL-1 PILOT LIGHT 1 ABBREVIATION LIST LEVEL TRANSDUCER PHOTOCELL FIELD WIRING PANEL WIRING COMMUNICATIONS WIRING H PUSH-TO-TEST PILOT LIGHT (LETTER DENOTES COLOR) PILOT LIGHT (LETTER DENOTES COLOR) CONTROL RELAY PRESSURE SWITCH (N.O.) CLOSES ON RISING LEVEL PRESSURE SWITCH (N.C.) OPENS ON RISING LEVEL TIMING RELAY, (N.O.) CONTACT TIME TO CLOSE (ON DELAY TIMER)TIMING RELAY, (N.C.) CONTACT TIMETO OPEN (ON DELAY TIMER)TIMING RELAY, (N.O.) CONTACT TIMETO OPEN (OFF DELAY TIMER) FLOAT SWITCH (N.C.) OPENS ON RISING LEVEL FLOAT SWITCH (N.O.) CLOSES ON RISING LEVEL TEMPERATURE SWITCH (N.C.) OPENS ON RISING LEVEL TEMPERATURE SWITCH (N.O.) CLOSES ON RISING LEVEL TIMING RELAY, (N.C.) CONTACT TIME TO CLOSE (OFF DELAY TIMER) FLOW SWITCH (N.C.) OPENS ON RISING LEVEL FLOW SWITCH (N.O.) CLOSES ON RISING LEVEL CABLE (MULTICONDUTOR SHIELDED) CIRCUIT BREAKER WITH DOOR OPERATED HANDLE CIRCUIT BREAKER CONTACT (N.O.) CONTACT (N.C.)
PUSHBUTTON (N.O.) MOMENTARY CLOSE PUSHBUTTON (N.C.) MOMENTARY OPEN 2-POSITION SELECTOR SWITCH 3-POSITION SELECTOR SWITCH (HAND-OFF-AUTO) LOCKOUT STOP PUSHBUTTON DISCONNECT SWITCH (N.C.) DISCONNECT SWITCH (N.O.) EARTH GROUND CONNECTION GROUND ROD AND WELL OVERLOAD (ELECTRONIC TYPE) THERMAL OVERLOAD (BI-METALLIC) FUSED TERMINAL BLOCK NEUTRAL BUS TERMINAL BLOCK FIELD TERMINATION MAIN LUG ONLY POWER DISTRIBUTION BLOCK HEATER MOTOR STARTER CONTACTOR COIL GROUND BUS COIL/INDUCTOR POWER TRANSFORMER BUZZER HORN PUSH-PULL EMERGENCY STOP PUSHBUTTON ELAPSED TIME METER METER & CURRENT TRANSFORMER WATT HOUR METER AND SOCKET PHASE FAILURE RELAY TIME DELAY RELAY LATCHING RELAY CONTROL RELAY INTERNAL CONTACT (N.O.) SOLENOID RESISTOR DIODE METAL OXIDE VARISTOR INDICATING FUSE HOLDER AMPERE SIZE SHOWN LIGHTNING ARRESTER DRAWING REFERENCE LOCATION SYMBOL SHEET NOTE TAG EDGE CONNECTOR CONDUIT DESIGNATION INSTRUMENTATION I/O POINT REFERENCE PLC, I/O RACK, OR ANNUNCIATOR PANEL EQUIPMENT TAG REFERENCE INTERNAL CONTACT (N.C.) EDGE CONNECTORS INTRINSICALLY SAFE RELAY CAPACITOR BATTERY 240V, 20A SIMPLEX RECEPTACLE DRAWOUT CIRCUIT BREAKER 480V, DUPLEX RECEPTACLE FLOODLIGHT WITH RECEPTACLE ABOVE GROUND TERMINAL BOX LIMIT SWITCH (N.C.) LIMIT SWITCH (N.O.) LIMIT SWITCH (N.O. HELD CLOSED) LIMIT SWITCH (N.C. HELD OPEN) PFR PHASE/POWER FAIL RELAY PNL PANEL POT POTENTIOMETER PR PAIR CABLE PS PRESSURE SWITCH PT POTENTIAL TRANSFORMER PTT PUSH TO TEST PVC POLYVINYL CHLORIDE PWR POWER RR RUN RELAY EXPOSED CONDUIT CONDUIT RUN CONCEALED IN CEILING, FLOOR, WALLS, OR UNDERGROUND GROUNDING ELECTRODE CONDUCTOR ELECTRICAL LEGEND AND SYMBOLSE0.1 46 THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

SEE BELOW FOR CONTINUATION

SEE ABOVE FOR CONTINUATION
SEE SHT. E1.2 FOR CONTINUATION INSTALL SURGE PROTECTIVE DEVICE AND SIZE SPD FEEDER PER MANUFACTURER SPECIFICATIONS, MINIMUM 100 KA PER PHASE. CONSTRUCTION NOTES: 1 2 INTEGRATED POWER MONITORING DEVICE, SAME BRAND AS PANEL. 3 BOND EQUIPMENT/ENCLOSURE WITH #1/0 BARE COPPER GROUND TO SYSTEM GROUNDING RING. SEE GROUNDING SHEET E5.0. VESSEL TRAIN #4 VALVE POWER PANEL (PANEL-V4) 25A, 480V, 3Ø, 3W, 60HZ, NEMA 4X 1 1 1 1 1 1 BOOSTER PUMP #1 INLET VLV. ACT. (MV-03021)
(2.1 FLA)
1 VESSEL #1 FLOW METER (FIT-02160) RIO-V1 P301 FROM PANEL 'C' VESSEL #2 INF/LAG HDR. VLV. ACT. (MV-02220) (2.1 FLA) VESSEL #2 INF/BW HDR. VLV. ACT. (MV-02221) (2.1 FLA) VESSEL #2 INLET MOD. VLV. ACT. (MV-02223) (2.1 FLA) VESSEL #2 OUTLET MOD. VLV. ACT. (MV-02242) (2.1 FLA) VESSEL #2 EFF/LAG HDR. VLV. ACT. (MV-02243) (2.1 FLA) VESSEL #2 DRN. MOD. VLV. ACT. (MV-02241) (2.1 FLA) VESSEL #2 PROCESS AIR VLV. ACT. (MV-02245) (2.1 FLA) VESSEL TRAIN #2 VALVE POWER PANEL (PANEL-V2)
25A, 480V, 3Ø, 3W, 60HZ, NEMA 4X BOOSTER PUMP #2 INLET VLV. ACT. (MV-03022) (2.1 FLA) VESSEL #2 FLOW METER (FIT-02260) RIO-V2 P302 VESSEL #3 INF/LAG HDR. VLV. ACT. (MV-02320) (2.1 FLA) VESSEL #3 INF/BW HDR. VLV. ACT. (MV-02321) (2.1 FLA) VESSEL #3 INLET MOD. VLV. ACT. (MV-02323) (2.1 FLA) VESSEL #3 OUTLET MOD. VLV. ACT. (MV-02342) (2.1 FLA) VESSEL #3 EFF/LAG HDR. VLV. ACT. (MV-02343) (2.1 FLA) VESSEL #3 DRN. MOD. VLV. ACT. (MV-02341) (2.1 FLA) VESSEL #3 PROCESS AIR VLV. ACT. (MV-02345) (2.1 FLA) P130 VESSEL TRAIN #3 VALVE POWER PANEL (PANEL-V3) 25A, 480V, 3Ø, 3W, 60HZ, NEMA 4X BOOSTER PUMP #3 INLET VLV. ACT. (MV-03023) (2.1 FLA) P131 P132 P133 P134 P135 VESSEL #3 FLOW METER (FIT-02360) P136 RIO-V3 P303 VESSEL #4 INF/LAG HDR. VLV. ACT. (MV-02420) (2.1 FLA) VESSEL #4 INF/BW HDR. VLV. ACT. (MV-02421) (2.1 FLA) VESSEL #4 INLET MOD. VLV. ACT. (MV-02423) (2.1 FLA) VESSEL #4 OUTLET MOD. VLV. ACT. (MV-02442) (2.1 FLA) VESSEL #4 EFF/LAG HDR. VLV. ACT. (MV-02443) (2.1 FLA) VESSEL #4 DRN. MOD. VLV. ACT. (MV-02441) (2.1 FLA) VESSEL #4 PROCESS AIR VLV. ACT. (MV-02445) (2.1 FLA) BOOSTER PUMP #4 INLET VLV. ACT. (MV-03024) (2.1 FLA) P141 P142 P143 P144 P145 VESSEL #4 FLOW METER (FIT-02460) P146 P110 P111 P112 P113 P114 P115 P116 P120 P121 P122 P123 P124 P125 P126 3P 15A 3P 15A 3P 15A 3P 15A 3P 15A 1P 15A 3P 225 AF 225 AT P140 RIO-V4 P304 VESSEL TRAIN #1 VALVE POWER PANEL (PANEL-V1) 25A, 480V, 3Ø, 3W, 60HZ, NEMA 4X 3P 15A 3P 15A 3P 15A 25A 3P 3P 25A 1 1 1 1 1 1 1 1 FROM PANEL 'C' 3P 15A 3P 15A 3P 15A 3P 15A 3P 15A 1P 15A 3P 15A 3P 15A 3P 15A 25A 3P 3P 25A 1 1 1 1 1 1 1 1 3P 15A 3P 15A 3P 15A 3P 15A 3P 15A 1P 15A 3P 15A 3P 15A 3P 15A 25A 3P 3P 25A 1 1 1 1 1 1 1 1 3P 15A 3P 15A 3P 15A 3P 15A 3P 15A 1P 15A 3P 15A 3P 15A 3P 15A 25A 3P 3P 25A P111A P111B P113A P113B P116A P116B P121A P121B P123A P123B P126A P126B P131A P131B P133A P133B P136A P136B P141A P141B P143A P143B P146A P146B P100A PB-P100 JB-P100 P100 X'FMR "C" 15 KVA, 480-120/208V, 3Ø-4W #1/0 PNL "C" 120/208V, 3Ø-4W, 60A, 42 CKTS.25A 3P P173 7.5 AIR COMP. #1 (CMPR-04091) (11 FLA)20A 3P 7.5 AIR COMP. #2 (CMPR-04092) (11 FLA) 1.5 TREATMENT PUMP-TO- WASTE MOD. VALVE ACT. (MV-01020) (3 FLA) P172 20A 3P 15A 3P P173A MS MS TO FUTURE RIO PANELS, SEE E1.2 4 P305 P306 P302TO RIO PANELS P301 P304 P303 OTHER CIRCUITS, SEE CONDUIT SCHEDULE AND PLANS P170 P170A PB-P100 JB-P100 P170B P170C P170D FROM PANEL 'C' FROM PANEL 'C' EMPTY CONDUITS FOR FUTURE INSTALLATIONS. PULL CORD AND CAP AT BOTH BENDS. SEE PLAN VIEWS FOR ROUTING. 4225A BUS, 150A MCB, 480V, 3Ø, 3W, 60HZ, NEMA 1

DISTRIBUTION PANELBOARD 'A' (DPB-A) CONTINUED LSIG
5 MAIN PLC AND RIO PANELS SHALL BE OWNER-SUPPLIED, CONTRACTOR-INSTALLED. 5 5
5 5 SINGLE LINE DIAGRAM (2 OF 3) E1.1 48
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

DISTRIBUTION PANELBOARD 'A' (DPB-A) CONTINUED
5 MAIN PLC AND RIO PANELS SHALL BE OWNER-SUPPLIED, CONTRACTOR-INSTALLED. 5 5 SINGLE LINE DIAGRAM (3 OF 3) E1.2 49
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

MF'R: RAB SHARK-4-50-W/10 (OR APPROVED EQUAL) L-# INDICATES CIRCUIT NUMBER HASH MARKS INDICATING NUMBER OF #12 CURRENT CARRYING CONDUCTORS. GROUND CONDUCTOR(S) NOT SHOWN FOR CLARITY, ALL CONDUITS SHALL HAVE A MINIMUM #12 GROUND AND SIZED PER CODE REQUIREMENTS. 120V, 20A GFCI DUPLEX TAMPER-WEATHER RESISTANT RECEPTACLE. STANCHION-MTD. EMERGENCY EGRESS LIGHT, 9W, MF'R: THE EXIT LIGHT CO., PN EL-HD6 (OR APPROVED EQUAL). CEILING-MTD.

T THERMOSTAT (WIRE TO AC UNIT PER MF'R REQUIREMENTS)
120 VAC WALL-MOUNTED LIGHT SWITCH @ 42" AFF, STANCHION-MTD.

S GENERAL NOTES: CONSTRUCTION NOTES:

C-8
S
C-8
C-12,
(P312)
PANEL 'C', 120/208V, 3PH, 4W, 60A MAIN CIRCUIT BREAKER, 42 CIRCUITS, STANCHION-MTD. PERDETAIL 'C' SHEET E8.4, NEMA 1, 20"W x 6"D. 1 C-8, (P310) T C-10, (P311) C-10 C-19,
(P314) 1. CONDUCTORS FOR HOME RUN CIRCUITS FOR LIGHTING AND RECEPTACLES SHALL BE #12 AWG MINIMUM SIZE, UNLESS NOTED OTHERWISE. 2. LIGHTING ILLUMINATION LEVELS FOR ELEC ROOM TO BE > 40 FC. 3. LIGHTING AND RECEPTACLE WIRING SHALL BE TYPE XHHW-2 AND RATED FOR AN AMBIENT TEMPERATURE OF 105°F. 4. ALL WIRING SHOWN SHALL BE WITHIN CONDUITS (PVC COATED RGS FOR OUTDOOR EXPOSED CONDUIT AND RGS FOR INDOOR CONDUIT). 5. ALL CONDUITS SHALL CONTAIN A PROPERLY SIZED GROUND CONDUCTOR. DE-RATE CONDUCTORS PER NEC 310.15(C)(1). 6. MOUNT AND WIRE ALL EQUIPMENT PER MANUFACTURER REQUIREMENTS. 7. DE-RATE CONDUCTOR AMPACITY BASED ON # OF CURRENT CARRYING CONDUCTORS AS APPLICABLE. 8. INSTALL RECEPTACLES/SWITCHES VIA STANCHION-MOUNTING PER DETAIL E/E8.3. 9. RECEPTACLE OUTLETS SHALL BE CLEARLY LABELED WITH THE CIRCUIT PROVIDING POWER. LABEL SHALL BE SUITED FOR ENVIRONMENT RECEPTACLE IS LOCATED IN. 10. CONTRACTOR TO COORDINATE WITH PRE-FABRICATED BUILDING MF'R FOR POWERING LIGHTS, A/C, OR OTHER EQUIPMENT THAT MAY BE PROVIDED BY BUILDING MF'R. 120V/20A DUPLEX TAMPER-WEATHER RESISTANT GFCI RECEPTACLE WITH WEATHERPROOF WHILE-IN-USE COVER, STANCHION-MTD. WP WP LIGHTING & RECEPTACLE PLAN E4.0 61 C154 2 TREATMENT PLC PANEL, PAD-MTD., NEMA 1, 72"H x 30"W x 24"D. 2 MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

U CIRCUIT DRAWN WITH POWER SUPPLY OFF
2 4
6 1
35 3
U
V
W FS1 C1 C2 U W X Y
Z SK2 TRANSISTOR SWITCHING FOR 24VDC CONTACTORS (IQ10-35) RELAYS ONLY FITTED WHEN 120VAC CONTACTOR IS FITTED FOR IQ40,70,90,91 & 95 0VAC PS1 120VAC 0VDC 24VDC _ SK14 24VDC 2
1 0VDC SK13 26 WAY SK3
6 5 TORQUE SENSOR POSITION SENSOR BATTERY FS2 (IF FITTED) 100mA 50% 18 WAY REMOTE CLOSED STOP OPEN LOCAL SK6 CLOSE STOP/ MAINTAIN OPEN COMMON -VE ESD OPEN INTERLOCK CLOSE INTERLOCK COMMON -VE SLOT A SK1 SLOT B SK2 10 WAY -+
4 1
4 3
2 1SK8 MAKE AT FULLY SHUT S1 MAKE AT FULLY OPEN S2 SK9 BREAK AT FULLY SHUT S3 BREAK AT FULLY OPEN S4 SK13 MONITOR RELAY SK14 1 3
2SK7
1 8
2 7
36 4
5 SK49108
1121314
5 6
7 8
9 101233 34 35 36 25 37 38 311113 43 4244
4 1
6 3
4 120VAC
5 NOMINAL SUPPLY (OUTPUT)
2 1E
3 PHASE SUPPLY TRANSFORMER TAPPING OPTIONS TYPE 1 Tap Nominal 50/60Hz W XY
ZW
X
Y
ZX
Y 220/230 380/400 400,415/420 440/460 FUSE F S 1=250mA ANTI-SURGE TYPE 2346/380 480/500 240/240 550/575 TYPE 3 660/660-690 690/- + FUSE F S 1=250mA ANTI-SURGE FUSE F S 1=150mA ANTI-SURGE 480V POWER U
M
3 W
W V U MOTOR SSS MODULESK3 SK1 26 WAY
U SK15 PS1 0VAC 120VAC 0VDC 24VDC
_ SK14 24VDC 2
1 0VDC SK13 26 WAY SK3
65 TORQUE SENSOR POSITION SENSOR BATTERY FS2 (IF FITTED) 100mA 50% 18 WAY STOP CLOSE OPEN REMOTELOCAL SK6 CLOSE STOP/ MAINTAIN OPEN COMMON -VE ESD OPEN INTERLOCK CLOSE INTERLOCK COMMON -VE SLOT A SK1 SLOT B SK2 10 WAY -+
4 1
4 3
2 1SK8 MAKE AT FULLY SHUT S1 MAKE AT FULLY OPEN S2 SK9 BREAK AT FULLY SHUT S3 BREAK AT FULLY OPEN S4 SK13 MONITOR RELAY SK14 1 3
2SK7
1 8
2 73
6 4
5 SK49108
1121314
5 6
7 8
9 101233 34 35 36 25 37 38 311113 43 4244 THE ACTUATOR MUST BE PROTECTED USING SUITABLY RATED HIGH SPEED SEMI-CONDUCTOR FUSES ON THE INCOMING SUPPLY. SUGGESTED FUSES :- IQ10-20:10 Amp FERRAZ G330010 IQ25-35:20 Amp FERRAZ K330013 ALTERNATIVES = IQ10-20:10 Amp SIBA 50-179-06/10A IQ25-35:20 Amp SIBA 50-179-06/20A OR EQUIVALENT PROTECTIVE DEVICE. SK2 4 1
6 3
4 120VAC
5 NOMINAL SUPPLY (OUTPUT) IN
3 1
V
3 W
U
V
2 U W X Y

Z CIRCUIT DRAWN WITH POWER SUPPLY OFF
2 1E
W FS1
V
3 PHASE SUPPLY TRANSFORMER TAPPING OPTIONS TYPE 1 Tap Nominal 50/60Hz W X
Y
ZW
X
Y
Z 220/230 380/400 400,415/420 440/460 FUSE F S 1=250mA ANTI-SURGE TYPE 2346/380 480/500 240/240 550/575 FUSE F S 1=250mA ANTI-SURGE + CONTROL DIAGRAM - VALVE ACTUATOR (TYPICAL) NTS 480V POWER SLOT A SK1 SLOT A SK3 DEMAND +VE COMMON -VE NO CONNECT MANUAL/AUTO COMMON -VE 24VDC COMMON -VE 120VAC 1 2
3 4
5 6
7 8SK61
2SK812 FOR MANUAL/AUTO CONNECTIONS AND DETAILS OF FOLOMATIC/CPT FUNCTIONS REFER TO ROTORK PUBLICATION PUB002-041 232639 41 45 2227 NOTE - UNDER LOSS OF AC POWER CPT OUTPUT WILL GO TO LESS THAN 1mA

FOLOMATIC /
CPT ELEMENTARY CONTROL DIAGRAM IE7.0 70
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

TO GROUND, ROD "B" 1 1CONSTRUCTION NOTES: TO EXISTING SYSTEM GROUND TO GROUND, ROD "A" 2 2 #2/0 WELD BY EXOTHERMIC PROCESS 4/0 CU GROUND CABLE ALMETEK TYPE TH WITH BLACK NYLON CABLE TIES SECURE TAGS TO CONDUIT TAG HOLDER CONDUIT ALMETEK TYPE EZ-V TAG TILES (BLACK ON YELLOW) SECURE TAGS TO CONDUIT ALMETEK TYPE TH WITH BLACK NYLON CABLE TIES SECURE TAGS TO CONDUIT TAG HOLDER CONDUIT ALMETEK TYPE EZ-V TAG TILES (BLACK ON YELLOW) SECURE TAGS TO CONDUIT 1 SERVIT POST CONNECTOR, 2/C, 1/2"-13 LONG STUD, #2-#2/0 W/ NUT & LOCKWASHER, BURNDY#K2C25B1 1 BILL OF MATERIALS NO. DESCRIPTION QTY 3/16" 1 2 GROUND CLIP, MILD STEEL, 5" x 3" x 1/4" FIELD FABRICATE - SEE DET-A 1DET-A GND CLIP STEEL COLUMN (FIREPROOFED) STEEL COLUMN OR EQUIP. SKID DRILL & TAP HOLD FOR 12"-13 BOLT EQ. GND. TAP (#2 INSUL. CU) TO GND SYSTEM 6"
6"BREAK EDGES AT CORNERS DRILL HOLE FOR 1/2"-13 BOLT 112" 1 1 #4 RE-BAR, 1/2" DIA. - USE GND. CONN. BURNDY #GAR1126 1 BILL OF MATERIALS NO. DESCRIPTION QTY 2 #5 OR #6 RE-BAR, 5/8" OR 3/4"DIA. - USE GND. CONN. BURNDY #GAR6426 1 3 #7 OR #8 RE-BAR, 7/8" OR 1"DIA. - USE GND. CONN. BURNDY #GAR1426 1 OR OR SELECT GROUND CONNECTOR BASED ON RE-BAR SIZE 1 PROVIDE 1" PVC SCH 80 SLEEVE 2 3 GROUNDING ELECTRODE CONDUCTOR (#2 MIN) NEC 250.50 (A) (3) 20'-0" MIN. 2"
MIN. CONCRETE FOUNDATION REBAR PROVIDE 1" PVC SCH 80 SLEEVE PROVIDE 1" PVC SCH 80 SLEEVE EQ. GND. TAP (#2 INSUL. CU) TO GND SYSTEM 11 1/8" 13 13/16" 11 3/16" 10 3/8" 1 1/8" 12" BODY 30" CAST IRON COVER COVER TO BE MARKED "GROUNDING ELECTRODE" CONCRETE GROUND ROD BOX, CHRISTY G05 OR APPROVED EQUAL GROUND ROD/ELECTRODE CONNECTOR. CADWELD OR APPROVED EQUAL GRAVEL BASE 18" THICK COPPER GROUNDING ELECTRODE CONDUCTOR SHALL BE MINIMUM #4/0 3/4" x 10' COPPER GROUND ROD ELECTRICAL DETAILS (1 OF 6) E8.0 72 THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

B CONDUIT PENETRATION THROUGH WALL DETAIL NTS
C NTS CONSTRUCTION NOTES: CONDUIT DUCT BANK DETAIL - TYPICAL FOR ALL DUCT BANKS 2' x 2' x 2'-10" HANDHOLE DETAIL 2 1
2'-0"
MIN. 1'-0"
MIN.
6"
MIN.
1 CONTROL CONDUITS - SEE ELECTRICAL PLAN FOR QUANTITY AND SIZE2 POWER CONDUITS - SEE ELECTRICAL PLAN FOR QUANTITY AND SIZE CONDUIT(S) NUMBER CONDUIT SCHEDULES FOR SIZE #4 REBAR CAGE @ MAX. 24" SPACING 6" WIDE 4.5 MIL THICK METAL DETECTABLE POLYESTER TAPE CONTINUOUSLY IMPRINTED ON ONE SIDE OF TAPE, "CAUTION: BURIED ELECTRIC LINE BELOW" (BLACK LETTERS ON RED BACKGROUND) CLEAN BACKFILL (COMPACT TO 95% COMPACTION) 3000 PSI CONCRETE (RED) ENCASEMENT FINISHED GRADE 2'-0"
MIN. 1'-0"
MIN.
6"
MIN. 3" 7.5" MIN. 2" 2" MIN. 2"
3"
MIN.
2"
MIN. FINISHED GRADE 3" 2" 3" 1'-0" MIN. MIN.

7.5"
MIN. #4/0 BC GROUNDING CONDUCTOR NOTES: 1. ALL DIMENSIONS ARE MINIMUM. SEE PLANS AND CONDUIT SCHED. 2. BARE COPPER INSTALLED PER NEC 250.52 (A)(3) AND BONDED TO GROUND RING(S) PER GROUNDING PLAN. 3. MAINTAIN 24" MINIMUM CLEARANCE FROM POWER CONDUITS AND GAS/SEWER LINES. 4. MAINTAIN 12" MINIMUM CLEARANCE FROM POWER CONDUITS AND WATER/CONTROL LINES. 5. MAINTAIN 7.5" MINIMUM FROM OTHER POWER CONDUITS, CENTER TO CENTER. 6. INSTALL CONDUIT SUPPORT EVERY 5 FEET MINIMUM. 7. REPLACE SOIL/CONCRETE WITH IN KIND MATERIAL AFTER COMPLETION. 8. TRENCHING SHALL BE DONE IN ACCORDANCE WITH NEC INFORMATIVE ANNEX B. 9. DUCTS SHALL HAVE A MINIMUM SLOPE OF 1/8 INCH PER FOOT TO ALLOW DRAINAGE TO A POINT PROVIDED WITH ACCESS (MANHOLE). 7.5" MIN.

7.5"
MIN. 24" MIN.
3 3 SP. INDICATES SPARE CONCRETE BAR SUPPORTS (TYP.) 6" 6" REINFORCING BARS (4 TYP.) ELECTRICAL DETAILS (3 OF 6) E8.2 74
THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

G NTS NOT USED TYPICAL STANCHION-MOUNTED DEVICE DETAIL VFD WIRING DETAIL - TYPICAL FOR VFD MOTOR PUMPS TANK GROUNDING DETAIL BASE PLATE 8"
1" TO POWER SOURCE PER PLANS TO EQUIPMENT PER PLANS SIZE MOUNTING PANEL PER NUMBER OF DEVICES AS SHOWN ON PLAN DRAWINGS STAINLESS STEEL HORIZONTAL UNISTRUT AT TOP & BOTTOM FCS, DEVICE OR PANEL STAINLESS STEEL VERTICAL UNISTRUT GRS-PVC CONDUIT PER SCHEDULE (TYP) EYS FITTING IF WITHIN CLASSIFIED AREA DOUBLE NUT 3/8" SS WEDGE ANCHORS WELD TO SS BASE NON-SHRINK GROUT BASE 4'-0" MAX 30"
(TYP.) CONDUIT PER SCHEDULE CLASS "A" CONCRETE PAD 4' x 4' TYPICAL PANEL SUPPORT DETAIL 6" 1-1/2" DET-A GND CLIP CONTRACTOR SHALL COORDINATE GROUND CLIP LOCATION WITH TANK MANUFACTURER, IF NOT FURN'D. WITH TANK. ONLY WELD AFTER RECEIVING VENDOR APPROPRIATE APPROVAL. BOND TANK TO GROUND RING AT A MINIMUM OF 4 DIFFERENT PLACES, SPACED APART EVENLY. NOTES: 1. BILL OF MATERIALS NO. DESCRIPTION QTY 2 GROUND CLIP, MILD STEEL, 5"X3"X1/4" FIELD FABRICATE - SEE DETAIL "A" 11 SERVIT POST CONNECTOR, 2/C, 1/2"-13 SHORT STUD, #2-#2/0 W/ NUT & LOCKWASHER, BURNDY #K2C25 1 EQ. GND. TAP (#2 INSUL. CU) TO GND SYSTEM 1" PVC SCH-80 PROTECT CABLE AS REQD. TANK NOTE 1 BREAK EDGES AT CORNERS DRILL HOLE FOR 1/2"-13 BOLT 1 3/16" 2. FILLED WITH APPROVED SEALANT ELECTRICAL DETAILS (5 OF 6) E8.4 76 PACKAGED VFD CONTROL PANEL W/ DANFOSS FC202 VFD & LOCAL DISCONNECT SWITCH FINISHED FLOOR SECURE WITH SS BOLTS/WASHERS (TYP) 5 FEET MAX SEE PLAN VIEWS FOR CONDUIT ROUTING CONTINUATION UNISTRUT SECTION VIEW PROVIDE BACK PLATE IF AVAILABLE FOR FRAME P7000 UNISTRUT SUPPORTED TO STANCHION BEAM WITH SS BOLTS (TYP.), MINIMUM 2 PLACES. VFD & MOTOR POWER & CONTROL CONDUIT PER PLANS THESE DRAWINGS ARE THE PROPERTY OF P.A.C.E. AND SHALL NOT BE REPRODUCED IN ANY

FESS I A
NEER I
L
ENG
D No. C44825
O I F

R N I A
E
A T
VC

C I O F
I A
L
L Exp. 03-31-26
N
PRO
O

S REG I T S T ERE DUNCA
N
S . LEE SEE COVER SHEET
W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: P&ID SYMBOLS AND LEGENDS - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL P&ID SYMBOLS AND LEGENDS I0.0 78 MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: NETWORK DIAGRAM - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL NETWORK DIAGRAM I0.1 79

PROPOSED TREATMENT PUMP-TO-WASTE CATCH BASIN EXISTING WELL PUMP-TO-WASTE CATCH BASIN PROPOSED JUNCTION BOX EXISTING SEWER MANHOLE BACKWASH DETENTION TANK MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: WELL DISCHARGE P&ID - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL WELL DISCHARGE P&ID I1.0 80 VESSEL #1
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: VESSEL #1 P&ID - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL VESSEL #1 I2.1 81 VESSEL #2
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: VESSEL #2 P&ID - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL VESSEL #2 I2.2 82 VESSEL #3
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: VESSEL #3 P&ID - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL VESSEL #3 I2.3 83 VESSEL #4
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: VESSEL #4 P&ID - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL VESSEL #4 I2.4 84 VESSEL #5
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: (FUTURE) VESSEL #5 P&ID - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL (FUTURE) VESSEL #5 I2.5 85 VESSEL #6
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: (FUTURE) VESSEL #6 P&ID - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL (FUTURE) VESSEL #6 I2.6 86 MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: BOOSTER PUMPS INLET VALVES P&ID - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL BOOSTER PUMPS INLET VALVES P&IDI3.0A 87 MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: BOOSTER PUMPS INLET VALVES P&ID FUTURE - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL BOOSTER PUMPS INLET VALVES P&ID FUTURE I3.0B 88 MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: BOOSTER PUMPS P&ID - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL BOOSTER PUMPS P&ID I3.1 89 AIR COMPRESSOR 1 AIR COMPRESSOR 2
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\sheets\B629-XX-I1.0.dwg - Tab: AIR COMPRESSORS P&ID - by khernandez on 02/12/26 at 4:31:23 PM 135 CIP No. WT 1902 DSL AIR COMPRESSORS P&ID I4.0 90 12"Ø HUB w/ WEAR PAD 3"Øx36"(L) EFFLUENT UNDERDRAIN SYSTEM w/ 0.012" SLOTS (16 TOTAL LATERALS) (2 LAYERS) 1"Øx36"(L) AIR SCOUR LINE
w/ 4 1/2"Ø NOZZLES EA (TYP 8.)
(45° SPACING) HUB DETAIL SCALE: NTS N6 N4 N7 2'-4"6" 5'-6" 6'-6" 15'-8" FRONT ELEVATION ASME 2:1 ELLIPTICAL HEAD TOP+BOTTOM VOLUME: 237 FT 3 EA N5 5'-2" RIGHT ELEVATION N8 N1 N2 N3 2'-8" 2'-4" 8" 4'-10" 10" 44" W10x33 LEGS Ø12'-0" 21° 25° N2 N1 N6 N7 N3 N8 0° 90° 180° 270° PLAN VIEW LIFT LUGS (x3) RATED @ 20,000LBS EA TOP HEAD: 90° 270° BOTTOM HEAD: 90° 30° 5° 30° ASME NAMEPLATE 24" Ø 316 SST BAFFLE APPROX BED DEPTH 4'-0" NAMEPLATE SEPARATOR PLATE 2" 150# INTERNAL AIR SCOUR P.O.C. SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" VESSEL DESIGN DATA INTERNAL DESIGN PRESSURE 125 PSIG CAPACITY (VOLUME) INTERNAL DESIGN TEMP. 140 DEG F SHIPPING WEIGHT (EMPTY) VESSEL CONSTRUCTION ASME SECTION VIII, Div1. 2021 VESSEL REGISTRATION TBD YEAR BUILT TBD VESSEL SERIAL NUMBER TBD 1084 CUBIC FT 19,460 LBS EXTERNAL DESIGN PRESSURE ATMOSPHERIC OPERATIONAL WEIGHT TBD OPERATING PRESSURE 60 - 80 PSIG SHELL 1 MATERIAL SA-516-70. MIN TH = 0.6597" TOP HEAD MATERIAL OPERATING TEMP. 60°F - 80°F ASME 2:1 ELLIPTICAL. SA-516-70. MIN TH = 0.5314" BOTTOM HEAD MATERIAL MIN. DESIGN METAL TEMP. -20 DEG. F @ 125 PSIG ASME 2:1 ELLIPTICAL. SA-516-70. MIN TH = 0.5473" NOZZLES NECKS/FLANGES MAWP (NEW & COLD) 140 PSI SA-106-B, SA-105, SA-312-TP316 GASKETS MAWP (HOT & CORRODED) 125 PSI 0.125" NEOPRENE OR EPDM INTERNALS HYDROSTATIC TEST PRESSURE 162.5 PSI TP316 HUB/LATERALS w/ 0.012" SLOTS SURFACE PREP INTERNAL HYDROSTATIC TEST MEDIUM POTABLE WATER SSPC-SP10 INTERNAL COATING CORROSION ALLOWANCE NONE CARBOLINE PLASITE 4110 35-45 MIL DFT EXTERNAL PRIMER RADIOGRAPHY NONE SW MACROPROXY 646 PW 5-10 MILS DFT EXTERNAL PAINT/COATING POST WELD HEAT TREAT. N/A CARBOLINE CARBOTHANE 8845 3-5 MILS DFT (BLUE) MATERIAL IMPACT TESTS NONE REQUIRED MATERIAL HARDNESS N/A SURFACE PREP EXTERNAL SSPC-SP6 SHELL 2 MATERIAL N/A PROCESS EFFLUENT 8" 150# RFSO ANSI FLANGE PROCESS INFLUENT ID DESCRIPTION SERVICE N1 24" CIRCULAR MANWAY w/ DAVIT TANK ACCESS N2 14" x 18" ELLIPTICAL MANWAY UPPER TANK ACCESS N3 N5 N4 SCHEDULE OF OPENINGS 8" 150# RFSO ANSI FLANGE 4" 150# RFSO ANSI FLANGE MEDIA DISCHARGE N6 4" 150# RFSO ANSI FLANGE MEDIA LOADING N7 2" 150# RFSO ANSI FLANGE AIR SCOUR MATERIAL (NECK/NOZZLE) SA-106-B/SA-105 SA-106-B/SA-105 SA-516-70/SA-105 SA-106-B SA-312-TP316/SA-182-TP316 SA-312-TP316/SA-182-TP316 SA-312-TP316/SA-182-TP316 N8 QTY 1111111 NOTES: 1. VESSEL DESIGNED TO ASME SECTION VIII, Div 1 2021. 125PSIG @ 140 DEG F. -20 DEG
F MDMT. 2. VESSEL MANUFACTURER TO PROVIDE SUBMITTAL OF ANCHORAGE REQUIREMENTS WITH STRUCTURAL CALCS FOR CITY REVIEW. 3. 3" ZOOK GRAPHITE RUPTURE DISC SET AT 125 PSIG TO BE INSTALLED ON THE 4" MEDIA FILL LINE. 4. ALL WETTED MATERIALS SHALL BE CERTIFIED AND RATED FOR POTABLE WATER APPLICATIONS. 5. ALL TANK INTERNALS SHALL BE 316 STAINLESS STEEL AND NSF61 COMPLIANT FOR POTABLE WATER TREATMENT. 6. PRESSURE VESSEL IS CONSIDERED A DEFERRED SUBMITTAL. 6 1" 3000# FNPT FULL COUPLING SAMPLE TAP SA-403-TP316
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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W:\B629\Engineering\B629-60-Seal Beach\taskbase\B629 - PACE_Full Tank Assembly_2.1.23.dwg - Tab: 1 - by khernandez on 05/23/25 at 1:49:09 PM 135 CIP No. WT 1902 DSL PRESSURE VESSEL T1.0 91 PWR RMPWR1 PWR2 FAULTP18 P17 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P18 P17 CONSOLE 9600. N. 8. 1 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 + + - 22V - 60V 20A V OK in1 V OK in2
Vin1 Vin2 ComOK 20A MAX Redundancy Module
Vout
MANNER NOR BE USED FOR CONSTRUCTION UNLESS STAMPED "ISSUED FOR CONSTRUCTION".

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APPENDIX B
PACE Engineering Specifications
Engineering Specifications (Conformed Plans - IFC)
City of Seal Beach
Lampson Well Treatment System
March 2026
Prepared For:

City of Seal Beach
211 8th Street
Seal Beach, CA 90740
Prepared by:

Pacific Advanced Civil Engineering, Inc.
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
Contact Person:

Duncan Lee, PE PACE JN #B629
CONTRACT DOCUMENTS TABLE OF CONTENTS 00 0110-1

TECHNICAL SPECIFICATIONS
Section
DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS
00 0110 TABLE OF CONTENTS
00 7000 CONDITIONS OF THE CONTRACT
DIVISION 01 GENERAL REQUIREMENTS
01 1100 SUMMARY OF WORK
01 1400 WORK RESTRICTIONS
01 1420 PROTECTION OF EXISTING FACILITIES
01 2000 PRICE AND PAYMENT PROCEDURES
01 2973 SCHEDULE OF VALUES
01 3100 PROJECT MANAGEMENT AND COORDINATION
01 3119 PROJECT MEETINGS
01 3200 CONSTRUCTION PROGRESS DOCUMENTATION
01 3233 PHOTOGRAPHIC DOCUMENTATION
01 3300 SUBMITTAL PROCEDURES
01 3310 ELECTRONIC DOCUMENT CONTROL
01 3529 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES 01 3553 SECURITY PROCEDURES
01 4100 REGULATORY REQUIREMENTS
01 4210 ABBREVIATIONS OF INSTITUTIONS
01 4219 REFERENCE STANDARDS
01 4333 MANUFACTURERíS FIELD SERVICES
01 4500 QUALITY CONTROL
01 5100 TEMPORARY UTILITIES
01 5626 TEMPORARY FENCING
01 5713 TEMPORARY EROSION AND SEDIMENT CONTROL
01 5719 TEMPORARY ENVIRONMENTAL CONTROLS
01 5723 TEMPORARY STORM WATER POLLUTION CONTROL
01 5726 SITE WATERING FOR DUST CONTROL
01 6010 SEISMIC DESIGN CRITERIA
01 6200 PRODUCT OPTIONS
01 7113 MOBILIZATION
01 7123 FIELD ENGINEERING
01 7329 CUTTING AND PATCHING
01 7400 CLEANING AND WASTE MANAGEMENT
01 7700 CLOSEOUT PROCEDURES
01 7823 OPERATION AND MAINTENANCE DATA
01 7839 PROJECT RECORD DOCUMENTS
01 8020 OPERATIONS AND MAINTENANCE TRAINING
DIVISION 02 EXISTING CONDITIONS
02 0100 MAINTENANCE OF EXISTING CONDITIONS
02 4000 DEMOLITION AND STRUCTURE MOVING
02 4113 PAVING REMOVAL
CONTRACT DOCUMENTS TABLE OF CONTENTS 00 0110-2
DIVISION 03 CONCRETE
03 0130 MAINTENANCE OF CAST-IN-PLACE CONCRETE/WATER LEAKAGE TESTING 03 1113 CONCRETE FORMWORK
03 1500 CONCRETE ACCESSORIES
03 1516 CONCRETE CONSTRUCTION JOINTS
03 2000 CONCRETE REINFORCING
03 3000 CAST-IN-PLACE CONCRETE
03 3053 MISCELLANEOUS CAST-IN-PLACE CONCRETE
03 4000 PRECAST CONCRETE
03 6000 GROUTING
03 6423 EPOXY INJECTION GROUTING
DIVISION 04 MASONRY
04 2200 CONCRETE MASONRY UNIT
DIVISION 05 METALS
05 5000 METAL FABRICATIONS
05 5213 PIPE AND TUBE RAILINGS
05 5300 METAL GRATINGS
DIVISION 06 WOOD, PLASTIC, AND COMPOSITES (NOT USED)
DIVISION 07 THERMAL AND MOISTURE PROTECTION
07 9200 JOINT SEALANTS
DIVISION 08 OPENINGS (NOT USED)
DIVISION 09 FINISHES
09 9100 PAINTING
09 9700 SPECIAL COATINGS
DIVISION 10 SPECIALTIES
10 1400 SIGNAGE
DIVISION 11 EQUIPMENT (NOT USED)
DIVISION 12 FURNISHINGS (NOT USED)
DIVISION 13 SPECIAL CONSTRUCTION
13 1000 FIBER REINFORCED POLYMER (FRP) BUILDINGS
DIVISION 22 PLUMBING
22 1000 PLUMBING PIPING
DIVISION 23 HVAC (NOT USED)
CONTRACT DOCUMENTS TABLE OF CONTENTS 00 0110-3
DIVISION 26 ELECTRICAL
26 0126 ELECTRICAL TESTING
26 0519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLE 26 0519.01 INSTRUMENTATION CLASS CABLE
26 0526 GROUNDING
26 0533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
26 0533.02 OUTLET, PULL, AND JUNCTION BOXES
26 0533.13 CONDUITS
26 0553 ELECTRICAL IDENTIFICATION
26 0573 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY 20 0573.12 ARC FLASH HAZARD ANALYSIS
26 2100 SERVICE AND DISTRIBUTION
26 2102 DISCONNECT SWITCHES
26 2200 LOW-VOLTAGE TRANSFORMERS
26 2400 ENCLOSURES
26 2416 PANEL BOARDS
26 2726 WIRING DEVICES
26 2813 600 V FUSES
26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS
26 2915 ELECTRICAL CONTROLS, RELAYS AND ALARMS
26 2920 VARIABLE FREQUENCY DRIVE (VFD) EQUIPMENT
26 5055 LIGHTING
DIVISION 31 EARTHWORK
31 0513 SOILS FOR EARTHWORK
31 0516 AGGREGATES FOR EARTHWORK
31 2316 EXCAVATION
31 2319 DEWATERING
31 2323 FILL
31 2323.33 FLOWABLE FILL
31 2333 TRENCHING AND BACKFILLING
31 2500 EROSION AND SEDIMENTATION CONTROLS
DIVISION 32 EXTERIOR IMPROVEMENTS
32 1216 ASPHALT PAVING
32 1313 CONCRETE PAVING
32 1600 CURBS, GUTTER, SIDEWALKS, AND DRIVEWAYS
DIVISION 33 UTILITIES
33 0010 PIPELINE CONNECTIONS TO EXISTING FACILITIES
33 0110.58 DISINFECTION OF WATER UTILITY PIPING SYSTEMS 33 0130.13 SANITARY SEWER SYSTEM TESTING
33 0130.86 MANHOLES RIM ADJUSTMENT
33 0505.31 HYDROSTATIC TESTING
33 0505.43 MANDREL TESTING
33 0513 MANHOLES AND STRUCTURES
33 0526 UTILITY IDENTIFICATION
CONTRACT DOCUMENTS TABLE OF CONTENTS 00 0110-4
DIVISION 40 PROCESS INTEGRATION
40 0507 HANGERS AND SUPPORTS FOR PROCESS PIPING
40 0510 COMMON WORK RESULTS FOR PROCESS PIPING
40 0523 STAINLESS STEEL PROCESS PIPE AND TUBING
40 0530 PLASTIC PROCESS PIPING
40 0551 COMMON WORK RESULTS FOR PROCESS VALVES
40 0553 IDENTIFICATION FOR PROCESS PIPING
40 0560 MISCELLANEOUS VALVES
40 0562 PLUG VALVES
40 0563 BALL VALVES
40 0564 BUTTERFLY VALVES
40 0565 CHECK VALVES
40 0593 COMMON MOTOR REQUIREMENTS FOR PROCESS EQUIPMENT 40 0596 VIBRATION AND SEISMIC CONTROLS FOR PROCESS EQUIPMENT 40 4642 CATHODIC PROTECTION
40 9000 INSTRUMENTATION AND CONTROL FOR PROCESS SYSTEMS 40 9010 PRIMARY SENSORS AND FIELD INSTRUMENTS
40 9213 PRIMARY CONTROL VALVES
40 9243 ELECTRIC ACTUATORS
40 9443 PROGRAMMABLE LOGIC PROCESS CONTROLLERS
DIVISION 41 MATERIAL PROCESS & HANDLING EQUIPMENT (NOT USED) DIVISION 43 PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT
43 4143 POLYETHYLENE TANK AND APPURTENANCES
43 4221 GAC PRESSURE VESSEL SYSTEM
DIVISION 46 WATER AND WASTEWATER EQUIPMENT
46 0000 WATER AND WASTEWATER EQUIPMENT
46 0548 VIBRATION AND SEISMIC CONTROLS FOR WATER AND WASTEWATER

EQUIPMENT
46 0553 IDENTIFICATION FOR WATER AND WASTEWATER EQUIPMENT 46 0600 COMMON WORK RESULTS FOR PROCESS PUMPS
46 0601 CLOSE COUPLED END SUCTION PUMP
46 1300 GAC FILTRATION MEDIA
46 5110 COMPRESSED AIR SYSTEMS

APPENDIX A GEOTECHNICAL EVALUATION
END OF SECTION 00 0110
SPECIAL CONDITIONS 00 7000-1
SECTION 00 7000 ñ SPECIAL CONDITIONS
PART 1 - GENERAL

1.01 CONTRACT DOCUMENTS
The Contract Documents which constitute the contract between the OWNER and the CONTRACTOR with regard to the subject matter as set forth in such contract (ìContract Agreementî) and include the Contract Agreement, plans, drawings, and the technical specifications. All terms and conditions established in the Contract Agreement shall supersede all general conditions of these specifications to be followed in the event of any conflict or discrepancies.

1.02 DEFINITIONS AND MEANINGS OF TERMS
Whenever in the Contract Documents the following terms or pronouns referring to them are used, the intent and meaning shall be interpreted as follows which shall be applicable to both the singular and plural thereof:

A. The Contract shall mean the Contract executed by the OWNER and the CONTRACTOR, of which these General Conditions form a part; the terms Contract and Agreement are synonymous.

B. The term OWNER shall mean the respective party to the Contract; the OWNER being the City of Seal Beach. The term OWNER may also mean consultants, engineers, or other professionals contracted by the OWNER to review, supervise, or consult on the project.

C. The term County shall mean Orange County, CA.

D. The term CONTRACTOR shall mean the respective party to the contract.

E. The term SUBCONTRACTOR shall mean any individual, partnership or corporation having a direct contract with the CONTRACTOR to perform any part of the work.

F. The term ENGINEER shall mean Pacific Advanced Civil Engineering, Inc. (PACE).

G. Addenda shall mean written or graphic instruments issued prior to the execution of the Agreement, which modify or interpret the Contract Documents, Final Design Plans, by additions, deletions, clarifications or corrections.

H. Bonds shall mean Performance and Payment Bonds and other instruments of security, furnished by the CONTRACTOR and its surety in accordance with the Contract Documents.

I. Change Order shall mean a written order to the CONTRACTOR authorizing an addition, deletion or revision in the Work within the general scope of the Contract Documents, or authorizing an adjustment in the Contract price or Contract time.

J. Contractual Agreement shall mean the signed agreement between the OWNER and the CONTRACTOR for the work intended.

K. Contract Documents shall have the meaning described in Section 1.1 herein.

L. Contract price shall mean the total monies payable to the CONTRACTOR under the terms and conditions of the Contract Documents.

M. Contract time in days shall mean the number of consecutive calendar days stated in the Contract Documents for the completion of the Work.

N. Drawings shall mean the part of the Contract Documents, which show the characteristics and scope of the Work to be performed and which have been prepared or approved by the ENGINEER.

O. Notice to proceed shall mean written communication issued by the OWNER to the CONTRACTOR authorizing him to proceed with the Work and establishing the date of commencement of the Work.

P. Project shall mean the undertaking to be performed as provided in the Contract Documents.

SPECIAL CONDITIONS 00 7000-2
Q. Submittals shall mean all drawings, diagrams, illustrations, brochures, schedules and other data which are prepared by the CONTRACTOR, a subcontractor, manufacturer, supplier or distributor, which illustrate how specific portions of the Work shall be fabricated or installed; the terms shop drawings and submittals are synonymous.

R. Specifications shall mean a part of the Contract Documents consisting of written descriptions of a technical nature of materials, equipment, construction systems, standards and workmanship.

S. Substantial completion shall have the meaning defined in the Contract Agreement.

T. Suppliers shall mean any person, supplier or organization who supplies materials or equipment for the Work, including that fabricated to a special design, but who does not perform labor at the site.

U. Work shall mean all (i) obligations, responsibilities and duties undertaken by the CONTRACTOR in order to successfully construct, complete and operate (for Startup Completion) the Project, including all labor, materials, equipment and other incidentals, and the furnishing thereof, (ii) Design and Engineering Services, (iii) Training Services, and (iv) Initial Operations, pursuant to the Contract Documents.

V. Written notice shall mean any notice to any party of the Agreement relative to any part of this Agreement in writing and considered delivered and the service thereof completed, when posted by certified or registered mail to the said party at his last given address, or delivered in person to said party of his authorized representative on the Work.

W. Engineering Supplemental Information (ESI) shall mean written communications issued by the ENGINEER to the CONTRACTOR providing the CONTRACTOR with additional clarifications of the Contract Documents that the ENGINEER deem necessary to ensure the design intent.

X. Request for Information (RFI) shall mean written communications issued by the CONTRACTOR to the ENGINEER requesting additional information or clarification regarding a specific item in the Contract Documents.

1.03 CONTRACTOR'S RESPONSIBILITY
A. General: It is the responsibility of the CONTRACTOR and each subcontractor to visit the site and satisfy himself as to the various existing conditions affecting the work as required.

B. Underground Utilities: The information shown on the drawings was obtained from drawings furnished by the OWNER, and surveys furnished to the OWNER. The CONTRACTOR shall make such investigation as deemed necessary to be satisfied as to the actual location, size, type of material, buried depth, and other factors relating to these services.

1.04 PERMITS, FEES, AND SALES TAX
A. The CONTRACTOR shall submit the required fees, drawings and application for the applicable permits prior to commencement of work.

B. A summary of local permits are as follows:

1. City of Seal Beach
a. Building Permit

2. Orange County ñ None Required

3. SWPPP ñ NOI, BMP Plan & Monitoring Plan

4. OCSD Source Control Discharge Permits

5. Dust Control

6. This Permit summary is provided for convenience to the CONTRACTOR and does not relieve the CONTRACTOR from the responsibility of obtaining any additional required Permits not listed for the construction of this facility.

C. The CONTRACTOR will be required to obtain a City of Seal Beach Business License and submit to the ENGINEER for his records prior to the issuance of any NTP.

D. CONTRACTOR shall pay all sales tax applicable to the work.

SPECIAL CONDITIONS 00 7000-3

1.05 PRE-CONSTRUCTION MEETING
A. General: Before issuance of Notice to Proceed, a pre-construction meeting shall be held at the location, date and time designated by ENGINEER and OWNER. Attendees shall include the ENGINEER, OWNER's Representatives, General CONTRACTOR's project manager and field superintendent, and representatives from each subcontractor for the project as appropriate.

1.06 CONSTRUCTION PROGRESS MEETINGS
A. Progress meetings shall be held according to the agreed upon schedule. All matters bearing on progress and performance of the work since preceding progress meeting shall be discussed and resolved including, without limitation, any previously unresolved matters, deficiencies in the work or methods being employed for the work, and problems, difficulties, or delays which may be encountered.

1.07 PROTECTION OF WORK
A. CONTRACTOR shall provide all protection required to ensure that all work completed will not be harmed.

B. The CONTRACTOR may at his option and expense install any lawful security measures he deems necessary to protect his materials, equipment or finished work. Type of security devices or quantity shall be the sole responsibility of the CONTRACTOR. The CONTRACTOR is to provide security and protect the project until the OWNER has occupied the space or OWNER has accepted the space.

C. Protection:

1. The CONTRACTOR shall be solely responsibility for the protection of all materials and work.

2. The CONTRACTOR shall include in his proposal the cost of any temporary partitions, sheathing, plastic covering, etc., as may be required to maintain affected areas. Remove all such temporary work at the proper time during the construction period and repair all damage related to same.

3. The CONTRACTOR is solely responsible for the protection of the area in which work is being performed.

4. Provide construction fencing as required to secure the site (See also section 01 56 26, Temporary Fencing).

1.08 ACCESS TO SITE
A. All access to the site by the General CONTRACTOR, Subcontractors, workmen, material/ equipment suppliers, etc., shall be via approved access locations as designated by the OWNER.

All vehicular or equipment activity shall be strictly confined to the construction limits as indicated by OWNER.

B. Remove all temporary construction and temporary facilities at close of the job or when no longer needed.

1.09 MATERIALS TESTING
A. All materials to be incorporated into the work shall be subject to sampling, testing, and approval as required by specifications. OWNER shall be responsible for retaining the services of an independent testing agency for special inspections.

B. All materials and/or equipment shall be handled in such a manner as to preserve their quality and fitness for the work.

C. Unless otherwise specified, samples and tests shall be made in accordance with either: Standard Methods of AASHTO, ASTM, ASME, or Caltrans which were in effect and published at the time SPECIAL CONDITIONS 00 7000-4
of advertising for bids. The laboratory responsible for the test(s) shall furnish at least one copy of the test results to the CONTRACTOR, the ENGINEER, and to the appropriate material supplier.

D. All materials and/or equipment not conforming to the requirements of the Specifications, whether in place or not, will be rejected. Rejected materials and/or equipment shall be removed immediately from the site of work unless otherwise permitted by the ENGINEER. No rejected material and/or equipment, the defects of which have been subsequently corrected, shall be used until approved in writing by the ENGINEER. CONTRACTOR shall be responsible for re-testing of all rejected materials.

1.10 SPECIAL INSPECTIONS
A. Various categories for inspection/ observation of work progress during the course of construction are listed, but not limited to specifications and notes in the drawings. The OWNER requires onsite observation of the work at these various stages prior to covering the work. A list of such inspections will be reviewed at the Pre-Construction Conference and subsequent job meetings, and it is understood that the CONTRACTOR will not cover work until such observation has been completed. The OWNER and OWNER representatives will be responsible for reasonable cooperation with CONTRACTOR requests for observation of the work. The CONTRACTOR shall include anticipated observation requests at weekly update of scheduled activities.

1.11 PRIOR APPROVALS
A. If the General or Prime CONTRACTOR wishes to use items of equipment and/or materials other than those identified in the drawings or specifications, a written request for approval shall be submitted to the ENGINEER prior to the confirmation of contract price. Any request submitted after this time are not under obligation to be accepted. Request from subcontractors will not be considered.

B. Proposed substitutions that have not received prior approval are undertaken at the CONTRACTORís risk to be deemed equivalent during the construction submittal process.

C. Each request shall include all basic data and characteristics clearly legible. The specified item as well as the proposed item shall be formatted in such manner that a direct comparison can be readily made. ENGINEER shall not be required to perform research to accomplish the comparison. It is the bidderís responsibility to submit complete descriptive and technical information for the ENGINEER and OWNER to perform a complete and proper appraisal.

D. If alternate manufacturers are accepted, the CONTRACTOR shall be responsible for any and all re-design or re-engineering required to accommodate alternate products. Change order proposals that add cost to the project as the result of redesign requirements for alternate manufacturers, or as the result of alternate manufacturers that do not meet the requirements of the construction documents, will not be accepted.

1.12 FINAL DESIGN PLANS
A. The intent of the Final Design Plans is that the CONTRACTOR shall furnish all labor, materials, tools, equipment, and transportation necessary for the proper execution of the Work in accordance with the Contract Documents and all incidental work necessary to complete the project in an acceptable manner, ready for use, occupancy or operation by the OWNER.

B. The CONTRACTOR shall keep one set of the Final Design Plans on the site of the work. This set shall be kept current by the addition of all reviewed changes, addenda and amendments thereto.

C. The Final Design Plans are intended to be explanatory to each other, but should any discrepancy appear or any misunderstanding arise as to the importance of anything contained in either, the CONTRACTOR shall obtain the necessary interpretation from the ENGINEER. Corrections of errors or omissions in the Final Design Plans may be made by the CONTRACTOR; when such corrections are necessary for the proper fulfillment of their intention. However, any changes or SPECIAL CONDITIONS 00 7000-5
corrections to be performed after Notice to Proceed shall require the approval of both the ENGINEER and the CONTRACTOR.

D. All work or materials shown on the Plans and not mentioned in the Specifications, or any work specified and not shown on the Plans, shall be furnished, performed, and done by the CONTRACTOR as if same were both mentioned in the Specifications and shown on the Drawings. Conflicts or discrepancies within the plans and/or specifications and between the plans and specifications, the stricter interpretation shall applied unless approved by the Engineer of Record.

1.13 SUBMITTAL/SHOP DRAWINGS
A. The CONTRACTOR shall submit shop and working drawings of concrete reinforcement, structural details, piping layout, wiring, materials and equipment fabricated especially for the Contract, and materials and equipment for which such drawings are specifically requested within these Contract Documents.

B. Such drawings shall show the principal dimensions, weight, structural and operating features, space required, clearances, type and/or brand of finish or shop coat, grease fittings, etc. depending on the subject of the drawing. When it is customary to do so, when the dimensions are of particular importance, or when so specified, the drawings shall be certified by the manufacturer or fabricator as correct for the Contract.

C. When so specified or if considered by the ENGINEER to be acceptable, manufacturer's specifications, catalog data, descriptive matter, illustrations, etc., may be submitted in place of shop and working drawings. In such case, the requirements shall be as specified for shop and working drawings, insofar as possible, except that the submission shall be per section 01 3300 of these Specifications.

D. No material or equipment shall be purchased or fabricated especially for the Contract until the required shop and working drawings have been submitted as herein above provided and reviewed for conformance to the Contract requirements by the ENGINEER. All such materials and equipment and the work involved in their installation or incorporation into the Work shall then be as shown in and represented by said drawings.

E. Until the necessary review has been made, the CONTRACTOR shall not proceed with any construction portion of the Work, the design or details of work, materials, equipment or other features for which review is required.

F. All shop and working drawings shall be prepared on standard size, 11-inch by 17-inch sheets except those, which are made by changing existing standard shop or working drawings. All drawings shall be clearly marked with the names of the Project Name, CONTRACTOR, and building, equipment, or structure to which the drawing applies, and shall be suitably numbered.

G. The review of shop and working drawings hereunder will be general only, and nothing contained in these general conditions shall relieve, diminish or alter in any respect the responsibilities of the CONTRACTOR under the Contract Documents and in particular, the specific responsibility of the CONTRACTOR for details and dimensions necessary for proper fitting and construction of the work as required by the Contract and for achieving the result and performance specified there under.

1.14 STANDARD SPECIFICATIONS
A. Where standard specifications, such as those of the American Society for Testing and Materials, the American National Standards Institute, the American Water Works Association, the American Association of State Highway and Transportation Officials, the Federal Aviation Agency, the Federal Specifications, etc. are referred to in the Specifications and Contract Documents and on the Drawings, said references shall be construed to mean the latest amended and/or revised versions of the said standard or tentative specification.

SPECIAL CONDITIONS 00 7000-6

1.15 SPECIFIC BRANDS, MAKERS OR MANUFACTURERS
A. Wherever in the Specifications one or more specific brands, makers or manufacturers are set out and qualified by the "or equal" clause, it is intended to denote the quality standard of the article desired, but unless otherwise noted does not restrict the CONTRACTOR to the specific brand, make or manufacturer.

1.16 "OR EQUAL" CLAUSE
A. Whenever the words "or approved equal," or "or equal," or "similar to," etc., appear in the Specifications, they shall be interpreted to mean an item of material or equipment that, in the opinion of the ENGINEER is similar to that named, suited to the same use, capable of performing the same function as that named, has a record of service equal to that named, and is equal in quality, capacity and/or efficiency to that named.

1.17 SAFETY
A. The CONTRACTOR shall take all necessary precautions and provide all necessary safeguards to prevent personal injury and property damage. The CONTRACTOR shall provide protection for all persons including but not limited to his employees and employees of other contractors or subcontractors; members of the public; and employees, agents, and representatives of the OWNER, and regulatory agencies that may be on or about the Work. The CONTRACTOR shall provide protection for all public and private property including but not limited to structures, pipes, and utilities, above and below the ground.

B. The CONTRACTOR shall provide and maintain all necessary safety equipment such as fences, barriers, signs, lights, walkways, guards and fire prevention and fire-fighting equipment and shall take such other action as is required to fulfill his obligations under this subsection.

C. The CONTRACTOR shall comply with all federal, state and local laws, ordinances, rules and regulations and lawful orders of authorities having jurisdiction for the safety of persons and protection of property.

D. The CONTRACTOR shall designate a responsible member of his organization at the site whose duty shall be the prevention of accidents. This responsible person shall have the authority to take immediate action to correct unsafe or hazardous conditions and to enforce safety precautions and programs.

1.18 MATERIALS ñ SAMPLES ñ REVIEW
A. Unless otherwise expressly provided on the Drawings or in any of the other Contract Documents, only new materials and equipment shall be incorporated in the Work. All materials and equipment furnished by the CONTRACTOR to be incorporated in the Work shall be subject to the review of the ENGINEER. No material shall be processed or fabricated for the Work or delivered to the Work site without prior concurrence of the ENGINEER.

B. Facilities and labor for the storage, handling, and inspection of all materials and equipment shall be the responsibility of the CONTRACTOR. Defective materials and equipment shall be identified to the ENGINEER and removed immediately from the site of the Work.

C. If the ENGINEER so requires, either prior to or after commencement of the Work, the CONTRACTOR shall submit samples of materials for such special tests, as the ENGINEER deems necessary to demonstrate that they conform to the Specifications.

1.19 SANITARY FACILITIES
A. The CONTRACTOR shall provide adequate sanitary facilities for the use of those employed on the Work. Such facilities shall be made available when the first employees arrive on the site of the Work, shall be properly secluded from public observation, and shall be constructed and maintained SPECIAL CONDITIONS 00 7000-7
during the progress of the Work in suitable numbers and at such points and in such manner as may be required.

B. The CONTRACTOR shall maintain the sanitary facilities in a satisfactory and sanitary condition at all times and shall enforce their use. He shall rigorously prohibit the committing of nuisances on the site of the Work, on the lands of the OWNER, or on adjacent property.

1.20 EMPLOYMENT QUALIFICATIONS
A. No person under the age of eighteen (18) years and no convict labor shall be employed to perform any work under this Contract. No person whose age or physical condition is such as to make his employment dangerous to his health or safety or to the health or safety of others shall be employed to perform any work under this Contract, provided that this shall not operate against the employment of physically handicapped persons, otherwise employable, where such persons may be safely assigned to work which they can ably perform. There shall be no discrimination because of race, creed, color, sex or political affiliation in the employment of persons for work under this Contract.

1.21 WORK ON "PRIVATE PROPERTY"
A. Private property is defined as property other than that belonging to the OWNER. Highway and railroad rights-of-way, public parks, school yards and other such properties shall be considered "private properties" for the purpose of this Paragraph.

B. The CONTRACTOR shall be responsible for coordinating work with Old Ranch Country Club including temporary encroachment and fencing.

C. In connection with water line, sewer line, gas line or similar work performed on "private property," the CONTRACTOR shall confine his equipment, the storage of materials and the operations of his workman to the limits indicated on the Drawings, or to lands and rights-of-way provided for the Project by the OWNER, and shall take every precaution to avoid damage to the buildings, grounds and facilities of the OWNER or private property.

D. Fences, walls, hedges, shrubs, etc., shall be carefully removed, preserved, and replaced when the construction is completed. Grassed areas, other than lawns, shall be graded, fertilized and seeded when construction is completed and in accordance with the requirements of the technical Specifications. Where ditches or excavations cross lawns, the sod shall be removed carefully and replaced when the backfilling has been completed. If sod is damaged or not handled properly, it shall be replaced with new sod equal to existing sod at the CONTRACTORís expense. When construction is completed, the facilities and grounds of the OWNERís property shall be restored to as good or better condition than found as quickly as possible at the CONTRACTORís expense.

E. When directed by the OWNER, large trees or other facilities that cannot be preserved and replaced shall be removed by the CONTRACTOR. The OWNER will assume the responsibility for settling with the property OWNER for the loss of said trees or facilities. The CONTRACTOR shall be solely and entirely responsible for any damage to all other trees or facilities.

F. Foundations, adjacent to where an excavation is to be made below the bottom of the foundation, shall be supported by shoring, bracing or underpinning as long as the excavation shall remain open, or thereafter if required to insure the stability of the foundation and the CONTRACTOR shall be held strictly responsible for any damage to said foundations.

1.22 LANDS FOR WORK
A. The OWNER will provide the lands upon which the work under this Contract is to be done or the necessary easements over said lands to include sufficient space for the proper execution of the work, together with right of access to same. The OWNER will provide the CONTRACTOR with information, which delineates and describes the lands owned and rights-of-way acquired. The OWNER shall provide land required for storage of construction materials and for any temporary SPECIAL CONDITIONS 00 7000-8
construction facilities for the storage of equipment. The CONTRACTOR will furnish his own power and water supply unless otherwise specifically set out herein or in the contract documents.

1.23 INTERFERENCE WITH AND PROTECTION OF STREETS
A. The CONTRACTOR shall not close or obstruct any portion of a street, road, or private way without obtaining permits therefore from the proper authorities. If any street, road or private way shall be rendered unsafe by the CONTRACTORís operations, he shall make such repairs or provide such temporary ways or guards as shall be acceptable to the proper authorities.

B. Streets, roads, private ways, and walks not closed shall be maintained passable and safe by the CONTRACTOR, who shall assume and have full responsibility for the adequacy and safety of provisions made therefore. The CONTRACTOR shall keep one line in each direction open between the hours of 9:00 a.m. and 3:00 p.m.

C. The CONTRACTOR shall, at least twenty-four (24) hours in advance, notify the Police and Fire Departments in writing, if the closure of a street or road is necessary. He shall cooperate with the Police Department in the establishment of alternate routes and shall provide adequate detour signs, plainly marked and well lighted, in order to minimize confusion.

D. All excavated materials and equipment to be incorporated in the Work shall be placed so as not to injure any part of the Work or existing facilities and so that free access can be had at all times to all parts of the Work and to all public utility installations in the vicinity of the Work. Materials and equipment shall be kept neatly piled and compactly stored in such locations as will cause a minimum of inconvenience to public travel and adjoining OWNERs, tenants and occupants.

1.24 EXISTING UTILITIES
A. Special precautions shall be taken by the CONTRACTOR to avoid damage to existing overhead and underground utilities owned and operated by the OWNER or by public or private utility companies.

B. Before proceeding with the Work, the CONTRACTOR shall confer with all public or private companies, agencies or departments that own and operate utilities in the vicinity of the Construction Work. The purpose of the conference, or conferences, shall be to notify said companies, agencies or departments of the proposed construction schedule, verify the location of, and possible interference with, the existing utilities that are shown on the Drawings, arrange for necessary suspension of service, and make arrangements to locate and avoid interference with all utilities (including house and any building connections) that are not shown on the Drawings. Please note that SoCalGas (SCG) has a high pressure gas line located near some of the Work. The CONTRACTOR will be responsible for all coordination and requirements enforced by SCG.

C. The CONTRACTOR shall locate all unknown metallic hazards, namely buried pipe, metals, etc., by using a pipe locator. The pipe locator shall immediately precede the trench ditching and all hazards located shall be marked in such a manner as to notify the machine operator of such hazard.

D. Where existing utilities or appurtenant structures, either underground or above-ground, are encountered, they shall not be displaced or molested unless necessary, and in such case shall be replaced in as good or better condition than found as quickly as possible. Relocation and/or replacement of all utilities and appurtenant structures to accommodate the construction work shall be at cost to the OWNER, unless such relocation and/or replacement is by statute or agreement the responsibility of the CONTRACTOR.

1.25 FINAL CLEAN-UP
A. The Work will not be considered as completed until all final clean up has been done by the CONTRACTOR.

SPECIAL CONDITIONS 00 7000-9
PART 2 ñ PRODUCTS (NOT USED)
PART 3 ñ EXECUTION (NOT USED)
END OF SECTION 00 7000
SUMMARY OF WORK 01 1100-1
SECTION 01 1100 - SUMMARY OF WORK
PART 1 - GENERAL

1.01 THE REQUIREMENT
A. The WORK to be performed under this Contract shall consist of furnishing parts, tools, equipment, materials, supplies and manufactured articles, and furnishing all labor, transportation and services, including fuel, power, water and essential communications, and performing all work or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The WORK shall require that all work, materials and services not expressly indicated or called for in the Contract Documents, which may be necessary for the complete and proper construction of the WORK in good faith shall be provided.

B. The WORK will conform to the City of Seal Beach Standard Specifications and Details and the City of Seal Beach Municipal/City Code. The most stringent will govern.

1.02 WORK COVERED BY CONTRACT DOCUMENTS
A. The WORK of this Contract comprises of construction of the City of Seal Beach Lampson Well Treatment System, furnish and installation of piping and equipment associated pump station upgrades. The work shall include civil, mechanical, structural and electrical and control works shown in the Construction Documents. The specific tasks include, but are not limited to the following:

1. (Bid Item No. 1) Furnish all labor, materials, tools, equipment, transportation, and incidentals for performing mobilization and demobilization. This is including but not limited to non-productive work, all accessory work and obtaining all necessary permits and bonds.

The CONTRACTOR shall also be responsible for temporary fencing and barriers for staging, security and delineation of the construction site, removal of all construction equipment and materials, demobilization of the construction site, clean-up of all construction zones, and completion of all as-built drawings. The OWNER will obtain written permission from the adjacent golf course to install temporary fencing during construction.

2. (Bid Item No. 2) The CONTRACTOR shall furnish all labor, materials, tools, equipment and work necessary to submit an approved, project specific, Stormwater Pollution Prevention Plan (SWPPP) for City of Seal Beach approval. The CONTRACTOR shall furnish all labor, materials, tools, equipment, and work necessary to implement and maintain the Best Management Practice (BMPs) throughout construction.

3. (Bid Item No. 3) Furnish all labor, materials, tools, equipment and work necessary to submit an approved, project specific, shoring plan that has been signed by a California licensed structural engineer for City of Seal Beach approval. The CONTRACTOR shall be responsible for implementing the approved shoring plan throughout construction per various applicable bid items.

4. (Bid Item No. 4) The CONTRACTOR shall furnish all labor, materials, tools, equipment, and work necessary to prepare spill prevention and emergency response plan.

5. (Bid Item No. 5) Furnish all labor, materials, tools, equipment and work necessary to submit an approved, project specific, traffic control plan that has been signed by a California licensed traffic engineer for City of Seal Beach approval.

6. (Bid Item No. 6) The CONTRACTOR shall be responsible for furnishing all labor, materials, tools, equipment and work necessary to implement an approved, project specific, traffic control plan that has been signed by a California licensed traffic engineer and approved by the City of Seal Beach.

7. (Bid Item No. 7) The CONTRACTOR shall be responsible for furnishing all labor, materials, tools, equipment and work necessary to pothole existing utilities and confirm tiein locations as indicated in the Contract Documents.

SUMMARY OF WORK 01 1100-2

8. (Bid Item No. 8) The CONTRACTOR shall be responsible for furnishing all labor, materials, tools, equipment and work necessary to survey and verify all elevations and dimensions of existing equipment and tie in locations as indicated in the Contract Documents.

9. (Bid Item No. 9) The CONTRACTOR shall furnish all labor, materials, tools, equipment, and work necessary to perform site demolition, including but not limited to, removing interfering landscaping and small trees and removing existing chain link fence as indicated in the Contract Documents.

10. (Bid Item No. 10) The CONTRACTOR shall furnish all labor, materials, tools, equipment, and work necessary to perform pressure testing and pipe disinfection as indicated in the Contract Documents.

11. (Bid Item No. 11) Provide all labor, material, equipment and install all improvements per plans, including and not limited to excavation, scarification, recompaction, crushed aggregate base, removing and disposing of excess soil as indicated in the Contract Documents.

12. (Bid Item No. 12) Furnish and install all labor, material, and equipment required to install buried 12” PVC drain pipe and junction boxes required for connection to the existing storm drain system including all necessary fittings, covers, pavement restoration, and associated appurtenances per the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, securing site, pedestrian detour, compacting, grading, shoring, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, thrust blocks, pavement restorations and structure installation.

13. (Bid Item No. 13) Furnish and install all labor, material, and equipment required to install buried 12” PVC drain pipe and junction boxes required for connection to the existing sewer system including all necessary fittings, covers, pavement restoration, and associated appurtenances per the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, securing site, compacting, grading, shoring, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, thrust blocks, pavement restoration and structure installation.

14. (Bid Item No. 14) Furnish and install all labor, material, and equipment required to install buried 6” PVC drain pipe and junction boxes required for connection to the existing sewer system including all necessary fittings, covers, pavement restoration, and associated appurtenances per the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, securing site, pedestrian detour, compacting, grading, shoring, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, thrust blocks, pavement restoration and structure installation.

15. (Bid Item No. 15) Furnish and install all labor, material, and equipment required to install modify existing sewer manhole and connect buried 6” PVC drain pipe, fittings and associated appurtenances as indicated in the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, traffic control, pedestrian detour, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, pavement restoration and structure installation.

16. (Bid Item No. 16) Furnish and install all labor, material, and equipment required to install buried 4” PVC perforated drain pipe including all necessary fittings, covers, pavement restoration, and associated appurtenances per the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, securing site, compacting, grading, shoring, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, thrust blocks, pavement restoration and structure installation.

17. (Bid Item No. 17) Furnish and install all labor, material, and equipment required to install to buried 16" CMCL welded steel influent pipe, valves, fittings, thrust blocks and associated appurtenances with Cathodic protection as indicated in the Contract Documents. This is SUMMARY OF WORK 01 1100-3
including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, pedestrian detour, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, thrust blocks, pavement restoration and structure installation.

18. (Bid Item No. 18) Furnish and install all labor, material and equipment required to install buried 16" CMCL welded steel effluent pipe, valves, fittings, thrust blocks and appurtenances with Cathodic protection as indicated in the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, pedestrian detour, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, thrust blocks, pavement restoration and structure installation.

19. (Bid Item No. 19) Furnish and install all labor, material and equipment required to tie-in existing 16" well discharge to CMCL welded steel influent and effluent piping as indicating in the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, pedestrian detour, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, thrust blocks, pavement restoration and structure installation.

20. (Bid Item No. 20) Furnish and install all labor, material, and equipment required to install to buried 18" PVC drain pipe and connect to existing storm drain vault, valve, fittings, thrust blocks and associated appurtenances as indicated in the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, pedestrian detour, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, thrust blocks, pavement restoration and structure installation.

21. (Bid Item No. 21) Furnish and install all labor, material, and equipment required to install to buried 4" PVC pipe for separate future communication fibers, valve, fittings and associated appurtenances as indicated in the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, traffic control, pedestrian detour, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, pavement restoration and structure installation.

22. (Bid Item No. 22) Furnish and install all labor, material, and equipment required to install to buried 6" PVC Sewer pipe, fittings and associated appurtenances as indicated in the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, traffic control, pedestrian detour, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, pavement restoration and structure installation.

23. (Bid Item No. 23) Furnish and install all labor, material and equipment required to modify existing sewer manholes and connect 6” PVC sewer pipe as indicated in the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, traffic control, pedestrian detour, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, pavement restoration and structure installation.

24. (Bid Item No. 24) Furnish and install all labor, materials and equipment required to install various diameters buried PVC conduits and conductors, junction boxes and associated appurtenances for electrical systems as indicated in the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, pavement restoration and structure installation.

25. (Bid Item No. 25) Furnish and install all labor, materials and equipment required to install various diameters buried PVC conduits and conductors, junction boxes and associated appurtenances for instrumentations and controls as indicated in the Contract Documents.

SUMMARY OF WORK 01 1100-4
This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, pavement restoration and structure installation.

26. (Bid Item No. 26) Furnish and install all labor, materials and equipment required to install buried 2” PVC pipe sleeve including all necessary chlorine tubing and connection to existing chlorine injection piping, fittings, valves, vaults, vault covers, pipe supports, and associated appurtenances per the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, compacting, grading, concrete form work, concrete, importing fill, exporting soil, disposing soil, hauling, and structure installation.

27. (Bid Item No. 27) Furnish and install all labor, materials and equipment required to construct buried 3” 316 stainless steel air pipe, junction boxes, valves, fittings, and appurtenances per the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, traffic control, pedestrian detour, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, pavement restoration and structure installation.

28. (Bid Item No. 28) Furnish and install all labor, materials and equipment required to install air supply system including all necessary air compressors, piping, weldolets, fittings, valves, vaults, vault covers, pipe supports, and associated appurtenances per the Contract Documents.

29. (Bid Item No. 29) Furnish and install all labor, materials and equipment required to construct a reinforced concrete pad with ADA compliant access ramps for the City of Seal Beach Lampson Well treatment system as indicated in the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, securing site, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, and structure installation.

30. (Bid Item No. 30) Furnish and install all labor, materials and equipment required to install various diameters above ground stainless steel influent and effluent header pipes, including all required fittings, anchorage, and associated appurtenances as indicated in the Contract Documents.

31. (Bid Item No. 31) Furnish and install all labor, materials and equipment required to install four (4) 12’ diameter steel pressure vessels, including all required fittings, anchorage, and associated appurtenances for the treatment vessels as indicated in the Contract Documents.

32. (Bid Item No. 32) Furnish and install all labor, materials and equipment required to construct various diameters above ground stainless steel pipes from each pressure vessels with supports, valves, fittings and appurtenances as indicated in the Contract Documents.

33. (Bid Item No. 33) Furnish and install all labor, materials and equipment required to install various diameters above ground stainless steel pipes from the pump pad with pumps, VFDs, Mazzei Injectors, steel rack, supports, valves, and associated appurtenances per the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, welding, securing site, traffic control, pedestrian detour, compacting, grading, shoring, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, and structure installation.

34. (Bid Item No. 34) Furnish and install all labor, materials and equipment required to install various diameters electrically actuated isolation/modulating valves, butterfly, and ball valves associated appurtenances as indicated in the Contract Documents.

35. (Bid Item No. 35) Furnish and install all labor, materials and equipment required to install various diameters manual isolation valves, such as air vacuum/release, butterfly, and ball valves as indicated in the Contract Documents.

SUMMARY OF WORK 01 1100-5

36. (Bid Item No. 36) Furnish and install all labor, materials and equipment required to install various above ground electrical and communication conduits and conductors for each vessel as indicated in the Contract Documents.

37. (Bid Item No. 37) Furnish and install all labor, materials and equipment required to install the electrical building including the A/C system, building security including all doors, locks, alarms, lighting, bollards, receptacles as indicated in the Contract Documents.

38. (Bid Item No. 38) Furnish and install all labor, materials and equipment required to install Detention tank including all required fittings, anchorage, and associated appurtenances as indicated in the Contract Documents.

39. (Bid Item No. 39) Furnish and install all labor, materials and equipment required to construct a reinforced concrete pad for a detention tank as indicated in the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, securing site, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, and structure installation.

40. (Bid Item No. 40) Furnish and install all labor, materials and equipment required to install flow meters, conduits, conductors, fittings, and associated appurtenances as indicated in the Contract Documents.

41. (Bid Item No. 41) Furnish and install all new electrical components, electrical conduits, conductors, power sub-panel, along with owner-furnished control panels inside new electrical structure and associated appurtenances as shown in the Contract Documents.

42. (Bid Item No. 42) Furnish and install 8-foot-tall masonry wall as required in the Contract Documents. This is including and not limited to sawcutting, excavating, backfilling, plating, securing site, compacting, grading, concrete form work, steel reinforcements, concrete, importing fill, exporting soil, disposing soil, hauling, and structure installation.

43. (Bid Item No. 43) Coordinate with the City of Seal Beach Public Works Department for the testing and connection of all mechanical and electrical service equipment. The Contractor shall coordinate 3
rd party start-up testing, and anticipate a minimum of 5-days independent testing.

44. (Bid Item No. 44) The CONTRACTOR shall provide two (2) separate four (4) hour training sessions on all newly installed equipment.

45. (Bid Item No. 45) Provide two (2) hard copies and the electronic copies of newly installed equipment O&M manuals to City staff.

Alternate Bid Deduction Items #A1 and #A2 Below (Not Used for Base Bid) – Since Stainless Steel pipes are more costly than carbon steel with fusion-bonded epoxy coating and lining, provide below the amount of cost savings if Bid Items #32 and #33 were changed to carbon steel instead. #A1. Provide the Amount of Cost Saving to Bid Item #32 if Bid Item #32 for the Above Ground Pipes Were Changed to Carbon Steel with Fusion-Bonded Epoxy Coating and Lining. #A2. Provide the Amount of Cost Saving to Bid Item #33 if Bid Item #33 for the Above Ground Pipes Were Changed to Carbon Steel with Fusion-Bonded Epoxy Coating and Lining A. The WORK includes obtaining any permits related or required by the Contract.

1.03 WORK BY OTHERS
A. Where two (2) or more Contracts are being performed at one time on the same Site or adjacent land in such manner that work under one (1) Contract may interfere with work under another, the sequence and order of the WORK in either or both Contracts to the agreement of both contracting entities shall be determined. When the Site of one (1) Contract is the necessary or convenient means of access for performance of work under another, the privilege of access or other reasonable privilege to the CONTRACTOR so desiring may be granted, to the extent, amount, and in manner and at a time that shall be determined. Conduct its operations to cause a minimum of interference SUMMARY OF WORK 01 1100-6
with the work of such other contractors, and shall cooperate fully with such contractors to allow continued safe access to their respective portions of the Site, as required to perform work under their respective contracts.

B. Interference with Work on Utilities: Cooperate fully with all utility forces or forces of other public or private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities, which interfere with the progress of the WORK, and shall schedule the WORK to minimize interference with said relocation, altering or other rearranging of facilities. Any delays, reduction in work efficiency or hardships incurred shall be identified and resolved to the satisfaction of both parties.

1.04 USE OF SITE
A. Use of the Site shall be limited to its construction operations, including on-site storage of materials, on-site fabrication facilities and field offices.

B. All or part of the existing Site may be utilized during the entire period of construction for the conduct of normal operations. Cooperate and coordinate to facilitate operations and to minimize interference with the operations at the same time. In any event, access to the site during the period of construction shall be allowed.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 1100
WORK RESTRICTIONS 01 1400-1
SECTION 01 1400 – WORK RESTRICTIONS
PART 1 - GENERAL

1.01 HIGHWAY LIMITATIONS
A. Make investigation of the condition of available public and private roads and of clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress to the site of the WORK.

1.02 TEMPORARY CROSSINGS
A. General: Continuous, unobstructed, safe, and adequate pedestrian and vehicular access shall be provided. Vehicular access to residential driveways shall be maintained to the property line.

B. Street Use: Nothing herein shall be construed to entitle any entity to the exclusive use of any public street, alleyway or parking area during the performance of the WORK hereunder, and it shall so conduct its operations as not to interfere unnecessarily with the authorized work of utility companies or other agencies in such streets, alleyways or parking areas. No streets shall be closed to the public without first obtaining permission from the proper governmental authority. Where excavation is being performed in primary streets or highways, one lane in each direction shall be kept open to traffic at all times unless otherwise indicated. Toe boards shall be provided to retain excavated material if required by the ENGINEER or the agency having jurisdiction over the street or highway. Fire hydrants on or adjacent to the WORK shall be kept accessible to fire-fighting equipment at all times. Temporary provisions shall be made to assure the use of sidewalks and the proper functioning of all gutters, storm drain inlets and other drainage facilities.

C. Traffic Control: For the protection of traffic in public or private streets and ways, provide, place, and maintain all necessary barricades, traffic cones, warning signs, lights and other safety devices.

1. Take all necessary precautions for the protection of the WORK and the safety of the public.

Barricades and obstructions shall be illuminated at night and all lights shall be kept burning from sunset until sunrise. Station guards or flaggers may be required by the public authorities within their respective jurisdictions in order to conform to such special safety regulations relating to traffic control Signs, signals and barricades shall conform to the requirements Subpart G, Part 1926, of the OSHA Safety and Health Standards for Construction.

1.03 WORK AND STORAGE AREA
A. Designate and arrange for the use, a portion of the property adjacent to the WORK for its exclusive use during the term of the Contract as storage and shop area for its construction operations relative to this Contract.

PART 1 - PRODUCTS (Not Used)
PART 2 - EXECUTION (Not Used)
END OF SECTION 01 1400
PROTECTION OF EXISTING FACILITIES 01 1420-1
SECTION 01 1420 - PROTECTION OF EXISTING FACILITIES
PART 1 - GENERAL

1.01 THE REQUIREMENT
A. The CONTRACTOR shall protect all existing utilities and improvements, not designated for removal, and shall restore damaged or temporarily relocated utilities and improvements to a condition equal to or better than prior to such damage or temporary relocation, all in accordance with the Contract Documents.

B. The CONTRACTOR shall submit a Protection Plan prior to commencement of Work in accordance to Section 01 3300 – Submittal Procedures.

1.02 RIGHTS-OF-WAY
A. WORK that would affect any oil, gas, sewer, or water pipeline; any telephone, telegraph, or electric transmission line; any fence; or any other structure, shall not be performed nor shall the entry upon the rights-of-way involved until notified that authority has been secured from the proper party.

B. After authority has been obtained, said party shall be given due notice of its intention to begin work, if required by said party, and shall remove, shore, support, or otherwise protect such pipeline, transmission line, ditch, fence, or structure, or replace the same.

1.03 RESTORATION OF PAVEMENT
A. General: All paved areas including asphaltic concrete berms cut or damaged during construction shall be replaced with similar materials of equal thickness to match the existing adjacent undisturbed areas, except where specific resurfacing requirements have been called for in the Contract Documents or in the requirements of the agency issuing the permit. The pavement restoration requirement to match existing sections shall apply to all components of existing sections, including sub-base, base, and pavement. Temporary and permanent pavement shall conform to the requirements of the affected pavement owner. Pavements that are subject to partial removal shall be neatly saw cut in straight lines.

1.04 EXISTING UTILITIES AND IMPROVEMENTS
A. General: Protect underground Utilities and other improvements, which may be impaired during construction operations, regardless of whether or not the Utilities are indicated on the Drawings.

Take all possible precautions for the protection of unforeseen Utility lines to provide for uninterrupted service and to provide such special protection as may be necessary.

B. Except where the Drawings indicate Utilities have been field located during design or certain Utility locations shall be exposed as part of the WORK, responsibility for exploratory excavations as it deems necessary to determine the exact locations and depths of Utilities, which may interfere with its work shall be required. All such exploratory excavations shall be performed as soon as practicable after Notice to Proceed and, in any event, a sufficient time in advance of construction to avoid possible delays progress.

C. The number of exploratory excavations required shall be that number which is sufficient to determine the alignment and grade of the utility.

D. OWNER's Right of Access: The right is reserved to the owners of public utilities and franchises to enter at any time upon any public street, alley, right-of-way, or easement for the purpose of making changes in their property made necessary by the WORK of this Contract.

E. Underground Utilities Indicated: Existing Utility lines that are indicated or the locations of which are made known prior to excavation and that are to be retained. All Utility lines that are constructed during excavation operations shall be protected from damage during excavation and backfilling if damaged, shall be immediately repaired or replaced, unless otherwise repaired by the owner of the damaged Utility. If the owner of the damaged facility performs its own repairs, reimbursement to said owner for the costs of repair shall be required.

PROTECTION OF EXISTING FACILITIES 01 1420-2
F. Underground Utilities Not Indicated: In the event that the existing utility lines are damaged that are not indicated or the locations of which are not made known prior to excavation, a verbal report of such damage shall be made immediately, and a written report thereof shall be made promptly thereafter. Immediately notify the owner of the damaged Utility. If directed, repairs shall be made under the provisions for changes and extra work contained in their Contract Agreement.

G. Costs of locating and repairing damage, not due to failure to exercise reasonable care and removing or relocating such Utility facilities, not indicated in the Contract Documents, with reasonable accuracy and for equipment on the project, which was actually working on that portion of the WORK which was interrupted or idled by removal or relocation of such Utility facilities, and which was necessarily idled during such work will be paid for as extra work resulting in the issuing of a change order in accordance with the provisions of the Contractual Agreement.

H. Approval of Repairs: All repairs to a damaged Utility or improvement are subject to inspection and approval by an authorized representative of the Utility or improvement owner before being concealed by backfill or other work.

I. Maintaining in Service: Unless indicated otherwise, oil and gasoline pipelines, power, and telephone or the communication cable ducts, gas and water mains, irrigation lines, sewer lines, storm drain lines, poles, and overhead power and communication wires and cables encountered along the line of the WORK shall remain continuously in service during all the operations under the Contract, unless other satisfactory arrangements are made with the owner of said pipelines, duct, main, irrigation line, sewer, storm drain, pole, or wire or cable. Responsible for and shall repair all damage due to its operations shall be required, and the provisions of this Section shall not be abated even in the event such damage occurs after backfilling or is not discovered until after completion of the backfilling.

1.05 NOTIFICATION
A. Prior to any excavation in the vicinity of any existing underground facilities, including all water, sewer, storm drain, gas, petroleum products, or other pipelines; all buried electric power, communications, or television cables; all traffic signal and street lighting facilities; and all roadway and state highway rights-of-way, notify the respective authorities representing the owners or agencies responsible for such facilities not less than 3 days nor more than 7 days prior to excavation so that a representative of said owners or agencies can be present during such work if they so desire.

PART 1 - PRODUCTS (Not Used)
PART 2 - EXECUTION (Not Used)
END OF SECTION 01 1420
PRICE AND PAYMENT PROCEDURES 01 2000-1
SECTION 01 2000 - PRICE AND PAYMENT PROCEDURES
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Price and Contract Time.

C. Change procedures.

D. Correlation of the CONTRACTOR’s submittals based on changes.

E. Procedures for preparation and submittal of application for final payment.

1.02 SCHEDULE OF VALUES
A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to the OWNER for approval.

B. Submit Schedule of Values in duplicate within 15 days after date of OWNER-CONTRACTOR Agreement.

C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. Identify site mobilization.

D. Include in each line item, the amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item.

E. Include separately from each line item, a direct proportional amount of Contractor's overhead and profit.

F. Revise schedule to list approved Change Orders, with each Application for Payment.

1.03 APPLICATIONS FOR PROGRESS PAYMENTS
A. Payment Period: Submit at intervals stipulated in the Agreement.

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Engineer for approval.

C. Forms filled out by hand will not be accepted.

D. For each item, provide a column for listing each of the following:

1. Item Number

2. Description of work

3. Scheduled Values

4. Previous Applications

5. Work in Place and Stored Materials under this Application

6. Authorized Change Orders

7. Total Completed and Stored to Date of Application

8. Percentage of Completion

9. Balance to Finish

10. Retainage
E. Execute certification by signature of authorized officer.

F. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

G. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work.

PRICE AND PAYMENT PROCEDURES 01 2000-2
H. Submit three copies of each Application for Payment.

I. Include the following with the application:

1. Transmittal letter as specified for Submittals in Section 01 3300 – Submittal Procedures

2. Construction progress schedule, revised and current as specified in Section 01 3200 – Construction Progress Documentation

3. Current construction photographs specified in Section 01 3233 – Photographic Documentation

4. Partial release of liens from major Subcontractors and vendors.

5. Sustainable design documentation applicable to work for which application is being made.

6. Project record documents as specified in Section 01 7839 – Project Record Documents, for review by Owner which will be returned to the Contractor.

7. Affidavits attesting to off-site stored products.

J. When Engineer requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.

1.04 MODIFICATION PROCEDURES
A. Submit name of the individual authorized to receive change documents and who will be responsible for informing others in Contractor's employ or subcontractors of changes to the Contract Documents.

B. For minor changes not involving an adjustment to the Contract Price or Contract Time, Engineer will issue instructions directly to Contractor.

C. For other required changes, Engineer will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order.

1. The document will describe the required changes and will designate method of determining any change in Contract Price or Contract Time.

2. Promptly execute the change.

D. For changes for which advance pricing is desired, Engineer will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 14 days.

E. Contractor may propose a change by submitting a request for change to Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Price and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions.

F. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

1. For change requested by Engineer for work falling under a fixed price contract, the amount will be based on Contractor's price quotation.

2. For change requested by Contractor, the amount will be based on the Contractor's request for a Change Order as approved by Engineer.

3. For pre-determined unit prices and quantities, the amount will be based on the fixed unit prices.

4. For change ordered by Engineer without a quotation from Contractor, the amount will be determined by Engineer based on the Contractor's substantiation of costs as specified for Time and Material work.

PRICE AND PAYMENT PROCEDURES 01 2000-3
G. Substantiation of Costs: Provide full information required for evaluation.

1. On request, provide following data:
a. Quantities of products, labor, and equipment.
b. Taxes, insurance, and bonds.
c. Overhead and profit.
d. Justification for any change in Contract Time.
e. Credit for deletions from Contract, similarly documented.

2. Support each claim for additional costs with additional information:
a. Origin and date of claim.
b. Dates and times work was performed, and by whom.
c. Time records and wage rates paid.
d. Invoices and receipts for products, equipment, and subcontracts, similarly documented.

3. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.

H. Execution of Change Orders: Change orders will be issued for signatures as defined in the Conditions of the Contract.

I. Revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Price.

J. Revise Progress Schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

K. Promptly enter changes in Project Record Documents.

1.05 APPLICATION FOR FINAL PAYMENT
A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Price, previous payments, and sum remaining due.

B. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 01 7700.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 2000
SCHEDULE OF VALUES 01 2973-1
SECTION 01 2973 - SCHEDULE OF VALUES
PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes: Requirements for preparation, format, and submittal of Schedule of Values.

1.02 PREPARATION
A. Prepare Schedule of Values identifying costs of Major Items of Work and other costs shown in sample included at end of this Section.

B. Divide the Work into following Major Items of Work and subdivide the Major Items that will complement not only the scope of the work, but the progress of work as well.

C. Assign prices to Items of Work which aggregate the Contract Price. Base prices on costs associated with scheduled activities based on the Project Schedule for each Item of Work.

1.03 SUBMITTALS
A. Submit preliminary schedule of values in accordance with Section 01 2000 and 00 7700.

B. Submit corrected schedule of values within 10 days upon receipt of reviewed Schedule of Values, but no later than 10 days prior to anticipated submittal of first Application for Payment, in accordance with Section 01 2000.

C. Upon request, support prices with data which will substantiate their correctness.

D. If activities are added or removed from the Progress Schedule revise the Schedule of Values and resubmit.

1.04 SAMPLE SCHEDULE OF VALUES
A. Following is an acceptable form for Schedule of Values:

SCHEDULE OF VALUES
NO. DESCRIPTION OF ITEM LUMP SUM
COST

1. Mobilization

2. General Earthwork and Grading

3. Miscellaneous Yard Piping
List Major Items of Work Identified in Paragraph 1.02 C / Number Consecutively

4. General Electrical Work Not Included on Major Items of Work

5. Major Items of Work (Pump Station, Tank, Etc.)

6. General Instrumentation Work Not Included on Major Items of Work

7. Start-up and Demobilization

8. Site Paving

9. Miscellaneous Work Items and Other Prices Not Included in Previous Items and Necessary to Complete the Work

TOTAL LUMP SUM BID
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 2973
PROJECT MANAGEMENT AND COORDINATION 01 3100-1
SECTION 01 3100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL

1.01 THE REQUIREMENT
A. The CONTRACTOR shall coordinate the WORK of all crafts, trades and subcontractors engaged on the WORK and he shall have final responsibility in regards to the Schedule, workmanship and completeness of each and all parts of the WORK.

B. All crafts, trades and subcontractors shall be made to cooperate with each other and with others, as they may be involved in the installation of work, which adjoins, incorporates, precedes or follows the work of another. It shall be the CONTRACTOR's responsibility to point out areas of cooperation prior to execution of subcontractors Agreements and the assignment of the parts of the WORK. Each craft, trade and subcontractor shall be responsible to the CONTRACTOR, for furnishing embedded items, giving directions for doing all cutting and fitting, making all provisions for accommodating the WORK and for protecting, patching, repairing and cleaning as required to satisfactorily perform the WORK.

C. The CONTRACTOR shall be responsible for supervising all cutting, digging and other action of his subcontractors and workers. Where such action impairs the safety or function of any structure or component of the Project as determined by the ENGINEER, the CONTRACTOR shall make such repairs, alterations and additions as will bring said structure or component back to its original design condition at no additional cost to the OWNER.

D. The CONTRACTOR is expected to be familiar with the General Requirements and all Sections of the detailed Specifications for all other trades and to study all Drawings applicable to his WORK to the end that complete coordination between the trades will be affected. CONTRACTOR shall submit the Request for Information (RFI) to the ENGINEER if conflicts exist within the Contract Documents.

The CONTRACTOR shall review the RFI and submit, with comments, to the ENGINEER for review and response. The RFI request should include a requested response date. The ENGINEER will make every effort to meet that requested date. However, the ENGINEER will have 14 calendar days to review and respond back to the CONTRACTOR. If the natures of the RFI or circumstances surrounding the RFI are beyond the control of the ENGINEER, requiring the need of more than 14 calendar days, the ENGINEER will notify the CONTRACTOR within five business days of receipt that it will take longer than 14 calendar days. At that time, the CONTRACTOR and ENGINEER will establish an agreed upon response date.

Upon receipt of the RFI response, the CONTRACTOR shall distribute the RFI response as necessary. The CONTRACTOR will be required to keep and maintain a numbered log of the RFI’s and responses. A copy of the log, and detail of each RFI shall be submitted to the ENGINEER for Project closeout.

E. At the discretion of the ENGINEER, additional clarification information may be provided to the CONTRACTOR, regarding the Contract Documents. This notification shall be submitted on an Engineering Supplemental Information (ESI) form. It is the intent of the ESI to provide additional clarification information to the Contract Documents. It is the intent of the ENGINEER to transmit the ESI’s in a timely manner. However, the ENGINEER shall not be held responsible for rework to work performed prior to issuance of the ESI.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 3100
PROJECT MEETINGS 01 3119-1
SECTION 01 3119 - PROJECT MEETINGS
PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes: Requirements for conducting conferences and meetings for the purposes of addressing issues related to the Work, reviewing and coordinating progress of the Work and other matters of common interest, and includes the following:

1. Qualifications of Meeting Participants

2. Preconstruction Conference Progress Meetings

3. Pre-installation Meetings

4. Weekly Meetings

5. Post Construction Meeting
B. Related Sections:

1. Section 01 3200 – Construction Progress Documentation

2. Section 01 3233 – Photographic Documentation

1.02 QUALIFICATIONS OF MEETING PARTICIPANTS
A. Representatives of entities participating in meetings shall be qualified and authorized to act on behalf of entity each represents.

1.03 PRECONSTRUCTION CONFERENCE
A. Upon issuance of Notice to Proceed, or earlier when mutually agreeable, the OWNER will arrange a preconstruction conference in convenient place for most persons invited.

B. Attending Preconstruction Conference: CONTRACTOR superintendent, OWNER, ENGINEER, representatives of utilities, major subcontractors and others involved in performance of the Work, and others necessary to agenda.

C. OWNER will preside at conference.

D. Purpose of Conference: To establish working understanding between parties and to discuss Construction Schedule, shop drawing and other submittals, cost breakdown of major lump sum items, processing of submittals and applications for payment, and other subjects pertinent to execution of the Work.

E. Agenda Will Include:

1. Adequacy of distribution of Contract Documents

2. Distribution and discussion of list of major subcontractors and suppliers

3. Proposed progress schedules and critical construction sequencing

4. Major equipment deliveries and priorities

5. Project coordination

6. Designation of responsible personnel

7. Procedures and Processing of:
a. Field decisions
b. Proposal requests
c. Submittals
d. Change Orders
e. Applications for Payment
f. Record Documents

8. Use of Premises:
a. Office, construction, and storage areas
b. OWNER's requirements
PROJECT MEETINGS 01 3119-2

10. Construction facilities, controls, and construction aids.

11. OWNER’s Geotechnical Evaluation/Soils Report

12. Temporary utilities.

13. Safety and first aid procedures.

14. Security procedures.

15. Housekeeping procedures.

16. Storm Water Pollution Prevention Plan and Dust control F. The CONTRACTOR will record minutes of meeting and distribute copies of minutes within 7 days of meeting to participants and interested parties.

1.04 PROGRESS MEETINGS
A. Weekly Progress Meetings:

1. Conduct progress meetings at least once every week in CONTRACTOR’S field office.

2. Require attendance of all subcontractors who are or are proximate to be actively involved in the Work, or who are necessary to agenda.

3. Invite OWNER, ENGINEER, and Utility Companies when the Work affects their interests, and others necessary to agenda. CONTRACTOR shall set up multiple-party audio conferencing to allow for OWNER, ENGINEER, and other OWNER’s Representative to call in.

4. CONTRACTOR will preside at meetings.

5. Purpose of Progress Meetings: To expedite work of subcontractors or other organizations that are not meeting scheduled progress, resolve conflicts, and coordinate and expedite execution of the Work.

6. Verify:
a. Actual start and finish dates of completed activities since last progress meeting. b. Durations and progress of activities not completed.
c. Reason, time, and cost data for Change Order Work that will be incorporated into Progress Schedule and application for payment.
d. Percentage completion of items on Application for Payment. e. Reasons for required revisions to Progress Schedule and their effect on Contract Time and Contract Price.

7. Discuss potential problems which may impede scheduled progress and corrective measures.

8. CONTRACTOR will provide weekly digital photographs of construction for OWNER and ENGINEER. The photos shall be properly labeled prior to submission.

9. The CONTRACTOR will record minutes of meeting and distribute copies of minutes within 7 days of meeting to participants and interested parties.

B. Monthly Progress Meetings:

1. Conduct OWNERS monthly progress meetings at least once every month in CONTRACTORS field office. Same as weekly meeting

2. Distribute to each anticipated participant written notice and agenda of each meeting at least 4 days before meeting.

3. Invite OWNER, ENGINEER, and Utility Companies when the Work affects their interests, and others necessary to agenda.

4. Complete and bring Application for Payment and Progress Schedule to progress meeting.

5. Prepare and distribute agenda.

6. CONTRACTOR will preside at meetings.

7. Review progress of the Work, Progress Schedule, narrative report, Application for:
a. Payment, record documents, and additional items of current interest that are pertinent to execution of the Work.

PROJECT MEETINGS 01 3119-3

9. Verify:
a. Actual start and finish dates of completed activities since last progress meeting b. Durations and progress of activities not completed
c. Reason, time, and cost data for Change Order Work that will be incorporated into Progress Schedule and application for payment
d. Percentage completion of items on Application for Payment e. Reasons for required revisions to Progress Schedule and their effect on Contract Time and Contract Price

10. Discuss potential problems which may impede scheduled progress and corrective measures.

11. The CONTRACTOR will record minutes of meeting and distribute copies of minutes within 7 days of meeting to participants and interested parties.

1.05 PRE-INSTALLATION MEETINGS
A. General: Meet with manufacturers and installers of major units of construction which require coordination between subcontractors.

B. Distribute to each anticipated participant written notice and agenda of each meeting at least 7 days before meeting.

C. Schedule meeting at least 7 days in advance of installation.

D. Conduct meetings in CONTRACTOR's field office or other mutually agreed upon place.

E. Require attendance of Superintendent, appropriate manufacturers and installers of major units of constructions, and affected subcontractors.

F. Invite OWNER and ENGINEER.

G. CONTRACTOR will preside at meetings.

H. Record minutes of meeting and distribute copies of minutes within 7 days of meeting to participants and interested parties.

1.06 POST CONSTRUCTION MEETING
A. Meet with and inspect the Work just prior to Substantial Completion and again prior to final completion with OWNER and ENGINEER.

B. Arrange meeting at least 7 days before meeting.

C. Meet in CONTRACTOR's office or other mutually agreed upon place.

D. Inspect the Work and draft list of items to be completed or corrected.

E. Review service and maintenance contracts, and take appropriate corrective action when necessary.

F. Complete or correct defective work and extend correction period accordingly.

G. Require attendance of Superintendent, appropriate manufacturers and installers of major units of constructions, and affected subcontractors.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 3119
CONSTRUCTION PROGRESS DOCUMENTATION 01 3200-1
SECTION 01 3200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes: Preparation, submittal, acceptance, maintenance, updating, and reporting of the Construction Progress Schedule for all Work, including the following:

1. Preliminary Schedule

2. Baseline Schedule

3. Weekly Schedule

4. Schedule Updates

5. Schedule Revisions

6. Time Impact Analyses

7. Final Schedule Submittal
B. Related Sections:

1. Section 01 3300 – Submittals Procedures

2. Section 01 3119 – Project Meetings

3. Section 01 7700 – Closeout Procedures
C. OWNER reserves the right to disapprove scheduler when submitted by CONTRACTOR if not qualified. OWNER reserves the right to remove scheduler from the project if found to be incompetent.

D. Scheduling requirements apply to all Work including, without limitation, mobilization, temporary facilities, plans, permitting, traffic control, demolition, civil/underground, above-ground mechanical piping, electrical, instrumentation/controls, structures, startup, testing, training, and closeout as reflected in the Base Bid Items.

1.02 PRECONSTRUCTION SCHEDULING MEETING
A. The OWNER/ENGINEER will conduct a Preconstruction Schedule Meeting within 14 Calendar days after Notice to Proceed. This meeting may be separate from the Preconstruction Conference Meeting and would cover schedule issues exclusively.

B. At the meeting, scheduling requirements shall be reviewed with CONTRACTOR. These include schedule preparation, reporting requirements, updates, revisions and schedule delay analysis.

CONTRACTOR shall present their schedule methodology, planned sequence of operations and present their proposed activity coding structure.

C. Coding Structure: CONTRACTOR shall submit proposed coding structure, identifying the code fields and the associated code values it intends to use in the project schedule. The coding structure shall, include at a minimum, code fields for Project Segment or Phase, Area of Work, Type of Work, Submittal/Procurement/Construction and Responsibility/Subcontractor.

D. Contract Duration: 280 Working Days from Notice to Proceed (NTP) to achieve Substantial Completion (or completion as defined in Contract Documents).

E. Working Day Definition: Working days are those days the Contractor actually works or is permitted to work per Contract requirements and approved calendars, excluding non-working days and weather/holiday closures defined by the approved schedule calendar(s).

F. Contractor shall schedule and complete the Work within Contract Time, including startup/testing, training, O&M manuals, record documentation, and closeout requirements.

1.03 PREPARATION
A. Preparation and submittal of Progress Schedule represents CONTRACTORS intention to execute the WORK within specified time and constraints.

B. Failure to include an activity required for execution of the Work does not excuse CONTRACTOR CONSTRUCTION PROGRESS DOCUMENTATION 01 3200-2
from completing the WORK and portions thereof within specified times and at price specified in Agreement. Failure of CONTRACTOR to include required schedule constraints, sequences or milestones in schedule shall not relieve CONTRACTOR of obligation to conform to requirements of Contract. Acceptance of schedule shall not waive Contract requirements. In event of conflict between accepted schedule and Contract requirements, terms of Contract shall govern at all times, unless requirements are waived in writing by the OWNER.

C. Reference Schedule to calendar days with beginning of Contract Time as Day "1." D. Should CONTRACTOR submit a Baseline Schedule showing project completion more than 20 working days prior to Contract completion date OWNER may issue Change Order, at no cost to OWNER, revising time of performance of WORK and Contract completion date to match CONTRACTORS schedule completion date. Contract milestone dates, if any, shall be adjusted accordingly.

E. Schedule Logic: Schedule shall be assembled to show order in which CONTRACTOR proposes to carry out WORK, indicate restrictions of access, availability of Work areas, and availability and use of manpower, materials and equipment. Following criteria shall form basis for assembly of schedule logic.

1. Which activities must be completed before subsequent activities can be started?

2. Which activities can be performed concurrently?

3. Which activities must be started immediately following completed activities?

4. What major facility, equipment or manpower restrictions are required for sequencing these activities?

1.04 SUBMITTAL OF PROGRESS SCHEDULES
A. Submit preliminary
B. Submit, on a monthly basis, updated schedules as specified. Submit final schedule update as specified.

C. Submit revised schedules and time impact analyses as specified.

1.06 SUBMITTALS AND SCHEDULE DELIVERABLES
A. Preliminary Schedule / 60-Day Look Ahead: Submit within 10 Calendar Days after NTP.

B. Baseline CPM Schedule (Schedule of Record): Submit within 30 Calendar Days after NTP 1.

C. Monthly Update: Submit monthly with pay applications (or at minimum every 30 days) with:
 Updated native file
 PDF plots
 Narrative report
 Procurement log (see 3.05)
D. Recovery Schedule: Submit within 7 Calendar Days when required under 3.06.

E. Time Impact Analysis (TIA): Submit with all-time extension requests and delay/impact claims per 3.07.

F. As-Built Schedule: Submit within 30 Calendar Days after Final Acceptance.

1.07 NETWORK DETAILS AND GRAPHICAL OUTPUT
A. Produce a clear, legible and accurate calendar based, time scaled, graphical network diagram.

Group activities related to the same physical areas of the WORK. Produce the network diagram based upon the early start of all activities.

CONSTRUCTION PROGRESS DOCUMENTATION 01 3200-3
B. Include for each activity, the description, activity number, estimated duration in calendar days, total float and all activity relationship lines.

C. Illustrate order and interdependence of activities and sequence in which WORK is planned to be accomplished. Incorporate the basic concept of the precedence diagram network method to show how the start of one activity is dependent upon the start or completion of preceding activities and its completion restrict the start of following activities.

D. Indicate the critical path for the project.

E. Identify system shutdown dates, system tie-in dates, specified interim completion or milestone dates and contract completion date as milestones.

F. Include, in addition to Construction Activities:

1. Submission dates and review periods for major equipment submittals.

2. Any activity by the OWNER that may affect progress or required completion dates.

3. Equipment and long-lead material deliveries over eight (8) weeks.

4. Approvals required by regulatory agencies or other third parties.

1.08 SCHEDULE OF SHOP DRAWING AND SAMPLE SUBMITTALS
A. After the Schedule has been submitted and accepted by OWNER, CONTRACTOR shall print out, submit list of all shop drawings and sample submittals for all WORK using early start dates. This listing will contain all submittals required for the entire WORK including those listed above.

1.09 UPDATING THE SCHEDULE
A. Update the schedule on a monthly basis, using the first of each month as a data date.

B. Should monthly Schedule Update show project completion later than current Contract completion date, CONTRACTOR shall prepare and submit a plan to show how the project will get back on schedule.

1.10 REVISIONS TO SCHEDULE
A. Submit revised schedule within five (5) calendar days:

1. When delay in completion of any activity or group of activities indicates an overrun of the Contract time or milestone dates by 20 working days or 5% of the remaining duration, whichever is less.

2. When delays in submittals, deliveries or work stoppages are encountered making necessary the re-planning or rescheduling of activities.

3. When the schedule does not represent the actual progress of activities.

4. When any change to the sequence of activities, the completion date for major Portions of the work or when changes occur which affect the critical path.

5. When Contract modification necessitates schedule revision, submit schedule analysis of change order work with cost proposal.

B. Submit revised schedule and materials as specified under Article, "Submittal of Progress Schedule."
C. Make revisions on most recently accepted version of schedule.

D. Schedule Revisions shall not be prepared or submitted with Schedule Updates. They shall be separate submittals and shall be noted as Schedule Revisions.

E. Only upon acceptance of a revision by the OWNER shall it be reflected in the next monthly Schedule Update.

F. Schedule Revisions submitted for the purpose of mitigating a CONTRACTOR caused project delay (Recovery Schedule) shall not be implemented until the OWNER reviews and accepts the Schedule Revision.

1.11 ADJUSTMENT OF CONTRACT TIMES
CONSTRUCTION PROGRESS DOCUMENTATION 01 3200-4
A. If the CONTRACTOR believes that the OWNER has impacted its work, such that the project completion date will be delayed, the CONTRACTOR must submit proof demonstrating the delay to the critical path. This proof, in the form of a Time Impact Analysis, may entitle the CONTRACTOR to an adjustment of contract time.’

1.12 SCHEDULE REVIEW AND ACCEPTANCE
A. Owner/Engineer review is for general conformance and does not relieve Contractor of responsibility for accuracy, logic, or completion.

B. No time extension will be considered without a compliant updated schedule and TIA demonstrating critical path impact.

1.13 MEETINGS AND REPORTING
A. Contractor shall present schedule status at weekly coordination meetings, including:
 3-week look ahead (by crew/area)
 Constraints list
 Outage/tie-in requests and readiness
PART 2 - PRODUCTS (Not Used)

2.01 SCHEDULE FILE FORMATS
A. Each submission shall include:

1. Native file: .xer (P6) (and/or .mpp if permitted)

2. PDF: Critical path highlighted, legible at 11x17

3. Narrative PDF

4. Activity export (XLSX/CSV) upon request

2.02 CALENDARS
A. Provide calendars reflecting actual work rules and constraints. At minimum:
 Standard 5-day workweek calendar (Working Days basis)  Any approved off-hour/outage calendar(s) if tie-ins require them B. Show non-working days, known holidays, and restricted work windows.

2.03 CODING AND WBS
A. Minimum coding required:
 WBS by Phase/Area
 Bid Item No. (1–45)
 Responsible Subcontractor/Vendor
 Discipline (Civil/Mech/Elect/I&C/Structural)
PART 3 - EXECUTION (Not Used)

3.01 BASELINE CPM SCHEDULE CONTENT REQUIREMENTS
A. Include all activities necessary to execute the Work from NTP to completion, including:

CONSTRUCTION PROGRESS DOCUMENTATION 01 3200-5
 Planning and required plans (SWPPP, shoring, spill response, traffic control)  Utility potholing/survey verification and tie-in confirmation  Demolition and site prep
 Underground drain/sewer/storm work, influent/effluent piping, Cathodic protection, and tie-ins  Electrical and I&C conduits/conductors and above-ground conduit runs  Concrete pads, CMU walls, fiberglass structure, detention tank  Installation of Owner-furnished items (central control panel)  Pressure testing and disinfection
 Startup/testing (5 working days), training, O&M manuals B. LEVEL OF DETAIL

1. No single activity shall exceed 20 Working Days (except approved long-duration items such as “Maintain BMPs” or similar level-of-effort tasks).

2. Schedule shall typically include 250–600 activities for a field-built treatment system, as needed for transparency.

C. LOGIC

1. Activities shall be logically tied to reflect realistic sequencing.

2. Show submittal/review cycles and procurement as predecessors to installation.

3. Identify commissioning/startup prerequisites (power available, controls ready, calibration/loop checks complete, flushing/disinfection complete, etc.).

3.02 Required Milestones
A. Include at minimum:
 NTP
 Baseline Schedule Submitted
 Baseline Schedule Accepted
 Start of Field Construction
 Start of System Tie-In/Outage Window(s) (if any)
 Permanent Power Available / Energization
 Mechanical Complete
 Electrical & I&C Complete
 Pre-Startup Complete
 Startup/Functional Testing Start
 Startup/Functional Testing Complete
 Performance/Acceptance Testing Complete (if applicable)  Training Complete
 O&M Manuals Submitted / Accepted
 Substantial Completion (within 280 Working Days)
 Final Completion (if defined separately)

3.03 OUTAGES, TIE-INS, AND OPERATIONAL CONSTRAINTS
A. Each tie-in shall be shown as a distinct activity with:

CONSTRUCTION PROGRESS DOCUMENTATION 01 3200-6
 Minimum notice/approval duration (Owner coordination)  Predecessor “readiness” activities (materials on-site, prefab complete, tests complete)  Restoration activities
B. Confirm schedule tie-ins using potholing/survey verification for tie-in locations and elevations.

3.04 PROCUREMENT AND SUBMITTALS (FIELD-BUILT SYSTEM EMPHASIS) A. Include procurement chains (submittal → approval → fabrication → ship → deliver → install → test) for at least:
 Pumps/VFDs, electrically actuated valves, flow meters, instrumentation  Fiberglass structure
 Detention tank
 Air compressors and associated air piping
 All long lead items
B. Submit a Procurement Status Log with each monthly update showing: PO date, approved submittal date, promised ship date, confirmed ship date, delivery date, and any impacts to critical path.

3.05 MONTHLY UPDATES
A. Updates shall include:
 Data Date
 Actual start/finish dates
 Remaining duration updates
 Revised logic only where justified and explained in narrative  Recomputed critical path and near-critical paths (float ≤ 10 working days) B. Each update shall include a narrative addressing:
 Progress by Bid Item/WBS
 Changes in critical path since last update
 Upcoming 30/60-day plan
 Constraints and required Owner decisions/approvals

3.06 RECOVERY SCHEDULE
A. Recovery schedule is required if:
 Forecast completion exceeds Contract Time (280 Working Days), or  Contractor is 10 Working Days behind any interim milestone on the accepted schedule, or  Owner/Engineer directs due to insufficient progress
B. Recovery plan shall include added crews/shifts, resequencing, prefabrication, expedited procurement, and tie-in window management.

3.07 TIME IMPACT ANALYSIS
CONSTRUCTION PROGRESS DOCUMENTATION 01 3200-7
A. TIAs shall be prepared using the most current accepted update.

B. TIAs shall:
 Insert a logic fragnet
 Demonstrate critical path impacts in working days
 Identify concurrency
 Include supporting documentation (vendor letters, logs, directives, RFI/submittal dates) END OF SECTION 01 3200
Attachment A – Minimum Schedule Activity / WBS Map to Base Bid Items Contractor shall include, at minimum, the following activity groupings. (Contractor may add detail; may not delete required line items.)
Bid Item 1 – Mobilization / Trailer / Permits / Bonds / Insurance / Scheduling / Demobilization  Mobilize / trailer setup / site access
 Permits & bonds/insurance in place
 Baseline schedule development & acceptance
 Demobilization
Bid Item 2 – SWPPP & BMPs
 SWPPP prepared/approved
 BMPs install
 BMP maintenance (level of effort)
 BMP removal
Bid Item 3 – Shoring Plan
 Shoring plan prepared/stamped
 Shoring implementation (as required by excavation phases) Bid Item 4 – Spill Prevention / Emergency Response Plan  Plan prepared and implemented (allow time before fuel/chemical handling) Bid Item 5 – Traffic Control Plans
 Plans prepared/stamped/approved
Bid Item 6 – Implement Traffic Control
 Setup
 Maintenance (level of effort)
 Removal
Bid Item 7 – Pothole Existing Utilities / Confirm Tie-Ins  Utility potholing & verification complete
CONSTRUCTION PROGRESS DOCUMENTATION 01 3200-8
Bid Item 8 – Survey/Verify Elevations & Tie-In Locations  Survey complete; tie-in points confirmed
Bid Item 9 – Demolition / Fence Removal / Clearing & Grubbing  Demo & removal complete; disposal complete
Bid Item 10 – Pressure Testing and Pipe Disinfection
 Hydro/pressure testing (by system/segment)
 Disinfection & flush complete
Bid Item 11 – Site Excavation / Scarification / Recompaction / CAB / Export  Mass excavation & export
 Subgrade prep/CAB/compaction complete
Bid Items 12–16 – Drainage Work (PVC drains, junction boxes, manhole mods, perforated drain)  Install pipe/structures
 Connect to existing
 Pavement restoration per segment
Bid Items 17–19 – 16" CMCL Welded Steel Influent/Effluent + Tie-In to Existing Well Discharge (with CP, valves, restoration)
 Install influent pipe + CP
 Install effluent pipe + CP
 Tie-in activity (with outage window and restoration)
Bid Items 20–23 – Storm/Sewer Connections (18" drain to vault, future comm sleeve, 6" sewer, manhole mods)
 Install/connect and restore by reach/manhole
Bid Items 24–25 – Electrical + I&C Underground Conduits/Conductors/J-Boxes  Electrical rough-in
 Pull/terminate conductors
 Megger/continuity testing
 I&C rough-in
 Pull/terminate I&C
 Point-to-point/loop checks (tie to commissioning)
Bid Item 26 – Chlorine Sleeve/Tubing/Injector Tie-In
 Install sleeve/tubing/injector
 Tie-in and testing
Bid Item 27 – 3" 316 SS Air Pipe
 Install air piping, valves, boxes; restore
CONSTRUCTION PROGRESS DOCUMENTATION 01 3200-9
Bid Item 28 – Two 7.5 HP Air Compressors
 Submittal/procure
 Install
 Startup/functional test
Bid Item 29 – Treatment System Concrete Pad with Ramps
 Form/rebar/embeds
 Place concrete
 Cure/strength gain milestone (predecessor to setting equipment) Bid Items 30–36 – Above-Ground Stainless Headers/Piping, Vessels Install, Pumps/VFDs/Mazzei Injectors, Actuated & Manual Valves, Vessel Conduits
Minimum discrete groups:
 Above-ground header piping (fabricate/install/support)  Owner-furnished vessel receipt/rigging/set
 Vessel interconnect piping install
 Pump pad piping/pumps/VFDs/injectors install
 Actuated valves install + wiring + functional checks
 Manual valves install
 Vessel electrical/comm conduit & conductors
Bid Item 37 – Prefabricated Fiberglass Structure (incl. A/C, lighting, receptacles, railings/bollards)  Submittal/fabrication
 Deliver & set
 Fit-out complete (power, HVAC, lighting)
Bid Items 38–39 – Detention Tank + Pad
 Pad construction
 Tank delivery/install/connect
Bid Item 40 – Flow Meters
 Procure/install
 Calibration and integration
Bid Item 41 – Power Sub-Panel + Owner-Furnished Central Control Panel in Fiberglass Structure  Sub-panel install
 Owner-furnished panel coordination/receipt/install
 Terminations/energization
 Controls integration/checkout
Bid Item 42 – 8' CMU Block Walls
 Footing/base
 CMU erection/grout/reinforcement
 Finish/cap
CONSTRUCTION PROGRESS DOCUMENTATION 01 3200-
10 Bid Item 43 – Treatment System Setup and Startup Testing (Assume 5 Days)  Pre-startup checklist complete
 Startup & functional testing (5 working days minimum)  Deficiency correction and re-test allowance shown as logic (if required) Bid Item 44 – Training (Two Separate 4-Hour Sessions)
 Training #1
 Training #2 (separate activity and date)
Bid Item 45 – O&M Manuals (Hard Copies + Electronic)
 Draft O&Ms submitted
 Review/resolve comments
 Final O&Ms delivered (predecessor to Final Completion if required) PHOTOGRAPHIC DOCUMENTATION 01 3233-1
SECTION 01 3233 - PHOTOGRAPHIC DOCUMENTATION
PART 1 - GENERAL

1.01 THE REQUIREMENT
A. CONTRACTOR is responsible for the preparation, submittal and maintenance of digital construction progress photos.

B. Construction photographs provided by CONTRACTOR shall be in the form of digital files.

C. Related Sections:

1. Section 01 3119 – Project Meetings
PART 2 - PRODUCTS

2.01 DESCRIPTION
A. Images must be created using only digital photographic equipment. Camera should be capable of utilizing a moderate wide-angle lens system and have electronic flash capable of properly illuminating a large interior space. The digital camera must have a sensor capacity of at least

6.1 megapixels and produce original uncompressed JPEG format image files that open to display at dimensions which exceed 20x30 inches, at a minimum of 72 dpi (1500 x 2200 pixel) resolution.

The camera shall automatically imprint the date and time the photo is taken into one corner of the image. Digital images shall be saved in JPEG format and properly labeled.

B. Digital copies shall be provided for OWNER and ENGINEER by CONTRACTOR at each weekly progress meeting.

C. Saved images shall include detailed photograph description along with month, day, and year and separated by treatment process.

PART 3 - EXECUTION (Not Used)
END OF SECTION 01 3233
SUBMITTAL PROCEDURES 01 3300-1
SECTION 01 3300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL

1.01 WORK INCLUDED
A. Shop Drawing, Descriptive Literature, Project Data and Samples (specifically, when Samples are requested) for all manufactured or fabricated items shall be Submitted by the CONTRACTOR.

CONTRACTOR shall examine and review the Submittal to ensure that the information is in the form and in the manner required by the ENGINEER. The review of the Submittal by the ENGINEER shall not be construed as a complete check or approval, but will only indicate that the general method of construction and detailing is satisfactory. Review of such Submittal will not relieve the CONTRACTOR of the responsibility for any errors, which may exist. The CONTRACTOR shall be responsible for the dimensions and design of adequate connections, details and satisfactory of all WORK.

1.02 DEFINITIONS
A. The term "Submittals" shall mean shop drawings, manufacturer's drawings, catalog sheets, brochures, descriptive literature, diagrams, schedules, calculations, material lists, performance charts, test reports, office and field samples and items of similar nature, which are normally Submitted for the ENGINEER’s review for conformance with the Design Concept and compliance with the Contract Documents.

1.03 GENERAL CONDITIONS
A. Review by the ENGINEER of shop drawings or submittals of material and equipment shall not relieve the CONTRACTOR from the responsibilities of furnishing proper dimension, size, quantity, materials and all performance characteristics to, efficiently perform the Requirements and intent of the Contract Documents. Review shall not relieve the CONTRACTOR responsibility for errors of any kind on the shop drawings. Review is intended only to assure conformance with the design concept of the Project and compliance with the information given in the Contract Documents. Review of shop drawings shall not be construed as releasing the CONTRACTOR from the responsibility of complying with the Contract Documents.

B. Do not consider Submittals as Contract Documents. Purpose of Submittals is to demonstrate how CONTRACTOR intends to conform to the design concepts.

1.04 GENERAL REQUIREMENTS FOR SUBMITTALS
A. Shop drawings shall be prepared by a qualified detailer. Details shall be identified by reference to sheet and detail numbers shown on Contract Documents. Where applicable, show fabrication, layout, setting and erection details. Shop drawings are defined as original drawings prepared by the CONTRACTOR, subcontractor, suppliers or distributors performing WORK under this Contract.

Shop drawings illustrate some portion of the WORK and show fabrication, layout, setting or erection details of equipment, materials and components. Shop drawings shall be folded to an approximate size of 8½-inch x 11-inch and in such manner that the title block will be located in the lower right-hand corner of the exposed surface.

B. Project data shall include manufacturer's standard schematic drawings modified to delete information, which is not applicable to the Project and shall be supplemented to provide additional information applicable to the Project. Each copy of descriptive literature shall be clearly marked to identify pertinent information as it applies to the Project.

C. Where samples are required, they shall be adequate to illustrate materials, equipment or workmanship and to establish Standards by which completed WORK is judged. Provide sufficient size and quantity to clearly illustrate functional characteristics of product and material, with integrally related parts and attachment devices, along with a full range of color samples.

D. The CONTRACTOR shall review and check Submittals, indicating his review by initials and date.

SUBMITTAL PROCEDURES 01 3300-2
E. If the Submittals deviate from the Contract Drawings and/or Specifications, the CONTRACTOR shall clearly identify the deviation and state any reasons for the deviation. The ENGINEER may approve a change. Any costs resulting from a change will be the responsibility of the CONTRACTOR.

F. Additional information on particular items, such as special drawings, schedules, calculations, performance curves and material details, shall be provided when specifically requested by the Technical Specifications.

G. Submittals for all electrically operated items (including instrumentation and controls) shall include complete wiring diagrams showing lead, runs, number of wires, wire size, color coding, all terminations and connections and coordination with related equipment.

H. Equipment shop drawings shall indicate all factory or shop paint coatings applied by suppliers, manufacturers and fabricators; the CONTRACTOR shall be responsible for insuring the compatibility of such coatings with the field applied paint products and systems.

I. Fastener Specifications of manufacturer shall be indicated on equipment shop drawings.

J. No material shall be fabricated or shipped unless the applicable drawings or Submittals have been reviewed and approved by the CONTRACTOR and ENGINEER.

K. All bulletins, brochures, instructions, parts lists and warranties packaged with and accompanying materials and products delivered to and installed in the Project shall be saved and transmitted to the ENGINEER for safe keeping and preparations of the Operation &Maintenance Manuals.

L. One electronic of the Submittals (in pdf format) shall be provided by the CONTRACTOR to the ENGINEER.

1.05 SUBCONTRACTOR OR VENDOR RESPONSIBILITIES
A. Verify field measurements, field construction criteria, catalog numbers and similar data.

B. Coordinate each Submittal with requirements of Work and Contract Documents.

C. Submit two (2) hard copies and one electronic copy (in pdf format), excluding samples or markups, of the shop drawings to the CONTRACTOR for review and submission to the ENGINEER for review. Number of hard copies to the CONTRACTOR can be modified with CONTRACTOR’S approval.

1.06 CONTRACTOR RESPONSIBILITIES
A. Submit complete listing of all required shop drawing submittals by Specification Section to the ENGINEER.

B. Submit shop drawings, product data, samples and other pertinent information in sufficient detail to show compliance with specified requirements.

C. Check, verify and revise Submittals as necessary to bring them into conformance with Contract Documents and actual field conditions.

1. Determine and verify quantities, dimensions, specified design and performance criteria, materials, catalog numbers and similar data.

2. Coordinate Submittal with other Submittals and with the requirements of the Contract Documents.

3. Include a copy of the specific Specification Section with checkmarks to indicate conformance and “X’s” to indicate deviation or non-conformance of each subsection. Explanation of nonconformance or deviation will need to be attached, along with proposed change as required.

D. After completion of checking, verification and revising, stamp, sign and date Submittals indicating review and approval and submit to ENGINEER.

1. Stamp and signature indicate CONTRACTOR has satisfied shop drawing review responsibilities and constitutes written review of shop drawing with general conformance with the Contract Documents.

SUBMITTAL PROCEDURES 01 3300-3

2. Shop drawings without CONTRACTOR written reviewed stamp and signature will be returned for resubmission.

E. Shop Drawings: Submit one electronic copy (in pdf format) to the ENGINEER. One (1) electronic copy will be returned with reviewer’s comments.

F. Product Data and Manufacturer’s Instructions: Submit one electronic copy (pdf format). Excise or cross out non-applicable information and clearly mark applicable information with citations to and terminology consistent with Contract Documents.

1. One (1) electronic copy will be returned with reviewer’s comments and stamp.

G. Samples: Submit two (2) samples labeled with reference to applicable Contract Documents. Label will be returned with reviewer’s selection when appropriate, comments and stamp. Samples will not be returned unless return is requested in writing and additional samples are submitted.

H. Assume risk expense and delays when proceeding with work related to required Submittals without review and acceptance.

I. Submittals in AutoCAD and PDF Format: Product Equipment Submittal shall also include the following:

1. Equipment Shop Drawings & Diagrams: Submit electronic AutoCAD (2008 or later) drawings of the actual process equipment to be installed for use by the ENGINEER.

2. Contractor using other software shall be required to provide to the ENGINEER conclusive evidence of 100% data transfer compatibility.

J. Deferred Submittals: Submit any and all requested deferred submittals as required by the Building Permit or local governing agency.

1.07 ENGINEER’S RESPONSIBILITY
A. ENGINEER’s review of shop drawings, samples or test procedures will be only for conformance with design concepts and for compliance with information given in Contract Documents.

1. ENGINEER’s review does not extend to:
a. Accuracy of dimensions, quantities or performance of equipment and systems designed by CONTRACTOR, subcontractor or Vendor.
b. CONTRACTOR or subcontractor means, methods, techniques, sequences or procedures, except when specified, indicated on the Drawings or required by Contract Documents.
c. Safety precautions or programs related to safety, which shall remain the sole responsibility of the CONTRACTOR and the subcontractor.

B. Except as may be provided in subsequent Specification, a submittal will be returned within 10 working days. The submit review period is based on a maximum volume of 5 submittals. When Submittal cannot be returned within that period, ENGINEER will, within a reasonable time after receipt of the Submittals, give notice of the date by which that submittal will be returned.

C. For Submittals returned No Exceptions Taken – Submittal is considered in conformance with the design concept.

D. For Submittals returned Accepted with Correction Noted – Make Correction Noted/See all Comments, CONTRACTOR shall incorporate all review comments into the work, but resubmittal of an amended Submittal is not required.

E. For Submittals returned Submit Specific Item – CONTRACTOR shall develop a new Submittal package with materials, equipment, methods, etc. that meet the requirements of the Contract Documents for that specific item.

F. For Submittals returned Revised and Resubmit – Make Corrections Note/See All Comments, CONTRACTOR shall incorporate the review comments into a complete revised package and resubmit it for review.

SUBMITTAL PROCEDURES 01 3300-4
G. For Submittals returned Rejected – See All Comments, CONTRACTOR shall develop a new Submittal package with materials, equipment, methods, etc. that meet the requirements of the Contract Documents.

H. For Submittals returned Submittal Not Reviewed, Filed for Record, no further action is required by the CONTRACTOR for this Submittal.

I. ENGINEER will be entitled to rely upon the accuracy or completeness of designs, calculations or certification made by licensed professionals accompanying a particular Submittal whether or not a stamp or seal is required by Contract Documents or Laws and Regulations.

J. Costs incurred by the ENGINEER, as a result, of additional reviews of a particular Submittal after the second time it has been reviewed shall be borne by CONTRACTOR. Reimbursement to ENGINEER will be made by issuance of a Change Order.

1.08 MINOR OR INCIDENTAL PRODUCTS AND EQUIPMENT SCHEDULES A. Shop Drawings of minor or incidental fabricated products will not be required, unless requested.

B. Submit tabulated lists of minor or incidental products showing the names of the manufactures and catalog numbers, with Product Data and Samples, as required to, determine acceptability.

1.09 SUBMITTALS FOR INFORMAITON OR RECORD ONLY
A. Submit one electronic copy of each. None will be returned.

B. Mill Test Reports:

1. Submit three (3) certified copies of factory and mill test reports for record only and one (1) electronic copy. No copies will be returned.

2. Do not incorporate Products in the work, which have not passed testing and inspection satisfactorily.

3. Pay for mill and factory tests.

C. Reinforcing Steel:

1. Submit reinforcing steel fabrication and setting drawings for information or record only. No copies will be returned.

2. Note deviations and variations as specified for shop drawings.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 3300
ELECTRONIC DOCUMENT CONTROL 01 3310-1
SECTION 01 3310 – ELECTRONIC DOCUMENT CONTROL
PART 1 - GENERAL

1.01 USE OF ELECTRONIC DOCUMENT CONTROL SYSTEM
A. The CONTRACTOR shall use a cloud-based electronic document control system to submit and receive all construction related documentation on this project. The system used is “Procore” and all costs associated with the use of the software have been paid for by the CONTRACTOR. The information to be generated, transmitted, and tracked by the document control system shall include, but not be limited to the following:

1. Correspondence (including Engineer’s Communication)

2. Plan Clarifications

3. Requests for Information (RFI’s)

4. Submittals & Shop Drawings

5. Change Orders

6. Allowance Orders

7. Progress Photos

8. Project Schedules

9. Meeting Minutes

10. Permits

11. Partnering (Issue Resolution Ladder, Charter)
12, Claims Resolution

13. Building Information Modeling Coordination
B. For hard copies of drawings or product samples that are required to be submitted, the CONTRACTOR shall:

1. Upload a transmittal sheet for the submittal in e2020,

2. Submit six (6) full-size hard copies,

3. Submit one half-sized hard copy (not exceeding 11x17 inches), and

4. Transmit electronic files to the ENGINEER in Adobe Acrobat (.PDF) format.

C. The CONTRACTOR shall be responsible for the installation of its own computer system and scanner. In addition, the CONTRACTOR shall be responsible for the procurement of an Internet Service Provider (ISP) with a high-speed broadband internet connection for its own use, as well as the ENGINEER’s/INSPECTOR’s use at the site offices to access the document control system.

D. At the request of the ENGINEER, the CONTRACTOR must provide a hard copy of approved submittals to the INSPECTOR, at no additional cost to the CITY.

PART 2 -
PART 3 - PRODUCTS (Not Used)
PART 4 - EXECUTION (Not Used)
END OF SECTION 01 3310
HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES 01 3529-1 SECTION 01 3529 - HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes: Development and maintenance of a Construction Safety Plan.

1.02 REFERENCES
A. OSHA.

1.03 CONSTRUCTION SAFETY PLAN
A. Detail the Methods and Procedures to comply with Federal, State, and Local Health and Safety Laws, Rules and Requirements for the duration of the Contract Times. Include the following:

1. Identification of the Certified or Licensed Safety Consultant who will prepare, initiate, maintain and supervise safety programs, and procedures.

2. Procedures for providing workers with an awareness of safety and health hazards expected to be encountered in the course of construction.

3. Safety equipment appropriate to the safety and health hazards expected to be encountered during construction. Include warning devices, barricades, safety equipment in public rightof-way and protected areas, and safety equipment used in multi-level structures.

4. Methods for minimizing employees' exposure to safety and health hazards expected during construction.

5. Procedures for reporting safety or health hazards.

6. Procedures to follow to correct a recognized safety and health hazard.

7. Procedures for investigation of accidents, injuries, illnesses and unusual events that have occurred at the construction site.

8. Periodic and scheduled inspections of general work areas and specific work stations.

9. Training for employees and workers at the jobsite.

10. Methods of communication of safe working conditions, work practices and required personal protection equipment.

B. Assume responsibility for every aspect of Health and Safety on the jobsite, including the health and safety of Subcontractors, suppliers, and other persons on the jobsite.

1. Forward available information and reports to the Safety Consultant who shall make the necessary recommendations concerning worker health and safety at the jobsite.

2. Employ additional health and safety measures specified by the Safety Consultant, as necessary, for workers in accordance with OSHA guidelines.

C. Transmit to OWNER and ENGINEER copies of reports and other documents related to accidents or injuries encountered during construction.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 3529
SECURITY PROCEDURES 01 3553-1
SECTION 01 3553 - SECURITY PROCEDURES
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Security measures including formal security program, entry control, personnel identification, guard service, and miscellaneous restrictions.

1.02 RELATED REQUIREMENTS
A. Section 01 1100 – Summary of Work: use of premises and occupancy.

B. Section 01 5100 – Temporary Utilities

1.03 SECURITY PROGRAM
A. Protect Work, existing premises and OWNER’s operations from theft, vandalism, and unauthorized entry.

B. Initiate program in coordination with OWNER’s existing security system at project mobilization.

C. Maintain program throughout construction period until directed by Engineer.

1.04 ENTRY CONTROL
A. Restrict entrance of persons and vehicles into Project site and existing facilities.

B. Allow entrance only to authorized persons with proper identification.

C. Maintain log of workers and visitors, make available to Owner on request.

D. Owner will control entrance of persons and vehicles related to OWNER’s operations.

E. Contractor shall control entrance of persons and vehicles related to OWNER’s operations.

F. Coordinate access of OWNER’s personnel to site in coordination with OWNER’s security forces.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 3553
REGULATORY REQUIREMENTS 01 4100-1
SECTION 01 4100 - REGULATORY REQUIREMENTS
PART 1 - GENERAL

1.01 GENERAL
A. Throughout the Contract Documents, reference is made to Codes and Standards which establish qualities and types of workmanship and materials and which establish methods for testing and reporting on the pertinent characteristics.

B. Work Included: Where materials or workmanship are required by these Contract Documents to meet or exceed the specifically named Code or Standard, it is the Contractor's responsibility to provide materials and workmanship which meet or exceed the specifically named Code or Standard.

C. Related Work: Specific naming of the Codes or Standards occurs on the Drawings and in other Sections of these Specifications.

D. Quality Control: It is the Contractor's responsibility to verify the requirements of the specifically named Codes and Standards to verify that the items produced for this work meet or exceed the specified requirements.

E. The Engineer reserves the right to reject items incorporated into the work which fail to meet the specified minimum requirements or accept non-complying items subject to an adjustment in the Contract amount approved by the Engineer and the Owner.

F. Governing authorities have been contacted where necessary to obtain information needed for the preparation of Contract Documents. It is the Intention of the Contract Documents to comply with all applicable laws, statues, building codes, and regulations.

G. Codes referenced for the preparation of these Contract Documents include, but are not necessarily limited to the latest edition of the following:

1. International Building Code

2. Life Safety Code, NFPA 101

3. International Plumbing Code

4. International Mechanical Code

5. International Fire Code

6. International Energy Conservation Code

7. National Electrical Code

8. National Fire Protection Codes

9. ANSI A117.1

10. California State Law

11. The Americans with Disabilities Act
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 4100
ABBREVIATIONS OF INSTITUTIONS 01 4210-1
SECTION 01 4210 - ABBREVIATIONS OF INSTITUTIONS
PART 1 - GENERAL

1.01 GENERAL
A. Wherever in these Specifications, references are made to the Standards, Specifications or other Published Data of the various International, National, Regional or Local Organizations, such organizations may be referred to by their acronym or abbreviation only. As a guide, to the User of these Specifications the following acronyms or abbreviations, which may appear in these Specifications, shall have the meanings indicated herein.

1.02 ABBREVIATIONS
AA Aluminum Association
AAMA Architectural Aluminum Manufacturer's Association
AAR Association of American Railroads
AASHTO American Association of State Highway and Transportation Officials AATCC American Association of Textile Chemists and Colorists ACI American Concrete Institute
AFBMA Anti-Friction Bearing Manufacturer's Association, Inc.

AFPA American Forest Products Association
AGA American Gas Association
AGMA American Gear Manufacturers Association
AHA American Hardboard Association
AHAM Association of Home Appliance Manufacturers
AI The Asphalt Institute
AIA American Institute of Architects
AISC American Institute of Steel Construction
AISI American Iron and Steel Institute
AITC American Institute of Timber Construction
AMCA Air Moving and Conditioning Association
ANS American Nuclear Society
ANSI American National Standards Institute, Inc.

APA American Plywood Association or American Parquet Association, Inc.

API American Petroleum Institute
APWA American Public Works Association
ARI Air-Conditioning and Refrigeration Institute
ASA Acoustical Society of America
ASAE American Society of Agricultural Engineers
ASCE American Society of Civil Engineers
ASHRAE American Society of Heating, Refrigerating, and Air Conditioning Engineers ASLE American Society of Lubricating Engineers
ASME American Society of Mechanical Engineers
ASNT American Society of Nondestructive Testing
ASQC American Society for Quality Control
ABBREVIATIONS OF INSTITUTIONS 01 4210-2
ASSE American Society of Sanitary Engineers
ASTM American Society for Testing and Materials
AWCI American Wire Cloth Institute
AWPA American Wood Preservers Association
AWPI American Wood Preservers Institute
AWS American Welding Society
AWWA American Water Works Association
BBC Basic Building Code, Building Officials and Code Administrators International BHMA Builders Hardware Manufacturer's Association
CABO Council of American Building Officials
CBM Certified Ballast Manufacturers
CDA Copper Development Association
CEMA Conveyors Equipment Manufacturer's Association
CGA Compressed Gas Association
CLFMI Chain Link Fence Manufacturer's Institute
CMA Concrete Masonry Association
CRSI Concrete Reinforcing Steel Institute
DCDMA Diamond Core Drill Manufacturer's Association
DHI Door and Hardware Institute
DIPRA Ductile Iron Pipe Research Association
EIA Electronic Industries Association
ETL Electrical Test Laboratories
EPA Environmental Protection Agency
FCC Federal Communications Commission
FCI Fluid Controls Institute
FM Factory Mutual System
FPL Forest Products Laboratory
HI Hydronics Institute
HPMA Hardwood Plywood Manufacturers Association
IAPMO International Association of Plumbing and Mechanical Officials ICBO International Conference of Building Officials
IEEE Institute of Electrical and Electronics Engineers
IES Illuminating Engineering Society
IME Institute of Makers of Explosives
IP Institute of Petroleum (London)
IPC Institute of Printed Circuits
IPCEA Insulated Power Cable Engineers Association
ISDI Insulated Steel Door Systems Institute
ISA Instrument Society of America
ISEA Industrial Safety Equipment Association
ISO International Organization for Standardization
ITE Institute of Traffic Engineers
ABBREVIATIONS OF INSTITUTIONS 01 4210-3
MBMA Metal Building Manufacturer's Association
MIL Military Standards (DoD)
MPTA Mechanical Power Transmission Association
MSS Manufacturers Standardization Society
MTI Marine Testing Institute
NAAMM National Association of Architectural Metal Manufacturer's NACE National Association of Corrosion Engineers
NAGDM National Association of Garage Door Manufacturers NB National Board of Boiler and Pressure Vessel Inspectors (alternate NBBPVI) NBS National Bureau of Standards (Now NIST)
NCCLS National Committee for Clinical Laboratory Standards NEC National Electrical Code
NEMA National Electrical Manufacturer's Association
NETA International Electrical Testing Association
NFPA National Fire Protection Association or National Fluid Power Association or National Forest Products Association
NISO National Information Standards Organization
NLGI National Lubricating Grease Institute
NMA National Microfilm Association
NRCA National Roofing Contractors Association
NSF National Sanitation Foundation
NWMA National Woodwork Manufacturers Association
NWWDA National Wood Window and Door Association
OSHA Occupational Safety and Health Administration
PCA Portland Cement Association
PPI Plastics Pipe Institute
RCRA Resource Conservation and Recovery Act
RIS Redwood Inspection Service
RMA Rubber Manufacturers Association
RVIA Recreational Vehicle Industry Association
RWMA Resistance Welder Manufacturer's Association
SAE Society of Automotive Engineers
SAMA Scientific Apparatus Makers Association
SDI Steel Door Institute
SMA Screen Manufacturers Association
SMACCMA Sheet Metal and Air Conditioning Contractors National Association SPI Society of the Plastics Industry, Inc.

SPIB Southern Pine Inspection Bureau
SPR Simplified Practice Recommendation
SSA Swedish Standards Association
SBC Southern Standard Building Code, Southern Building Code Congress SSPC Society for Protective Coating
ABBREVIATIONS OF INSTITUTIONS 01 4210-4
SSPWC Standard Specifications for Public Works Construction TAPPI Technical Association of the Pulp and Paper Industry TFI The Fertilizer Institute
TIA Telecommunications Industries Association
TPI Truss Plate Institute
UBC Uniform Building Code
UL Underwriters Laboratories, Inc.

WCLIB West Coast Lumber Inspection Bureau
WCRSI Western Concrete Reinforcing Steel Institute
WEF Water Environment Federation
WIC Woodwork Institute of California
WRI Wire Reinforcement Institute, Inc.

WPA Western Wood Products Association
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 4210
REFERENCE STANDARDS 01 4219 - 1
SECTION 01 4219 - REFERENCE STANDARDS
PART 1 - GENERAL

1.01 GENERAL
A. Titles of Sections and Paragraphs: Titles and Subtitles accompanying Specification Sections and paragraphs are for convenience and Reference only and do not form a part of the Specifications.

B. Applicable Publications: Whenever in these Specifications References are made to Published Specifications, Codes, Standards, or other Requirements, it shall be understood that wherever no date is specified, only the latest Specifications, Standards or Requirements of the respective issuing agencies, which have been published as of the date that the Contract shall apply; except to the extent that said Standards or Requirements may be in conflict with applicable Laws, Ordinances or Governing Codes. No Requirements set forth in the Specifications or shown on the Drawings will be waived because of any provision of, or omission from, said Standards or Requirements.

C. Specialists, Assignments: In certain instances, Specification text requires (or implies) that specific WORK is to be assigned to specialists or expert entities, who must be engaged for the performance of that WORK. Such assignments shall be recognized as Special Requirements. These Requirements shall not be interpreted so as to conflict with the enforcement of Building Codes and similar Regulations Governing the WORK; also, they are not intended to interfere with Local Union Jurisdiction Settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "Expert" for the indicated construction processes or operations. Nevertheless, the final responsibility for fulfillment of the entire set of Contract Requirements remains.

1.02 REFERENCE SPECIFICATIONS, CODES AND STANDARDS
A. Construct the WORK in accordance with the Contract Documents and the referenced portions of those Referenced Codes, Standards and Specifications.

B. Verify the following references agree with the plans and local requirements - References herein to "Building Code" shall mean International Building Code (IBC). Similarly, references to "Mechanical Code" or "International Mechanical Code," "Plumbing Code" or "Uniform Plumbing Code," "Fire Code" or "International Fire Code," shall mean International Mechanical Code (IMC), Uniform Plumbing Code (UPC) and International Fire Code (IFC). "Electric Code" or "National Electric Code (NEC)" shall mean the National Electric Code of the National Fire Protection Association (NFPA). The latest edition of the codes as approved by the Municipal Code and used by the local agency as of the date that the WORK is advertised for bids, as adopted by the agency having jurisdiction, shall apply to the WORK herein, including all Addenda, Modifications, Amendments, or other Lawful changes thereto.

C. In case of conflict between Codes, Reference Standards, Drawings, and the other Contract Documents, the most stringent Requirements shall govern. All conflicts shall be brought to the attention of the ENGINEER for clarification and directions prior to ordering or providing any materials or furnishing labor through the RFI process. The most stringent Requirements may be bid on.

D. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

E. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards (OSHA), Code of Federal Regulations, including all changes and Amendments thereto.

F. Applicable Standard Specifications: References in the Contract Documents to "Standard Specifications" or SSPWC shall mean the Standard Specifications for Public Works Construction.

REFERENCE STANDARDS 01 4219 - 2

1.03 REGULATIONS RELATED TO HAZARDOUS MATERIALS
A. Responsibility for all work included in the Contract Documents, regardless if shown or not, shall comply with all EPA, OSHA, RCRA, NFPA, and any other Federal, State, and Local Regulations governing the storage and conveyance of hazardous materials, including petroleum products.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 4219
MANUFACTURER’S FIELD SERVICES 01 4333-1
SECTION 01 4333 - MANUFACTURER’S FIELD SERVICES
PART 1 - GENERAL

1.01 THE REQUIREMENT
A. General: Provide a qualified service representative from each equipment company manufacturing or supplying equipment to perform the duties herein described and as required by the various sections of the Specifications. All costs to perform these services shall be included in the supplier’s proposal in accordance with the scope of work.

B. Supervision of Installation: The supplier shall provide direct and/or indirect supervision of the workers and ENGINEER, in accordance with the scope of work, to ensure that proper procedures are followed during equipment installation.

1.02 EQUIPMENT CHECK OUT:

A. After installation of the equipment has been completed and the equipment is presumably ready for operation but before it is operated by others, the representative shall inspect, operate, test and adjust the equipment. The inspection shall include but shall not be limited to, the following points as applicable:

1. Soundness (without cracked or otherwise damaged parts)

2. Completeness in all details as specified

3. Correctness of setting, alignment and relative arrangement of various parts

4. Adequacy and correctness of packing, sealing and lubricants

5. Completeness in electrical and controls

6. The operation, testing and adjustment shall be as required to prove that the equipment has been installed properly and is capable of satisfactory operation under the conditions specified. On completion of his WORK, the CONTRACTOR, manufacturer or supplier's representatives shall submit a complete signed report of the result of his inspection, operation, adjustments and tests. The report shall include descriptions of the points inspected, tests and adjustments made, quantitative results obtained if such are specified and suggestions for precautions to be taken to ensure proper maintenance. The report also shall include a certificate that the equipment conforms to the requirements of the Contract Documents and is ready for permanent operation and that nothing in the installation will render the manufacturer's warranty null and void.

B. Field Tests: As required by the individual specification sections, the manufacturer's representative shall be present when the field tests are made.

C. Operator Training: As required by the individual specification sections, the manufacturer’s representative shall provide hands-on training to maintenance personnel in the proper operation and maintenance of the equipment prior to placing the equipment in full operation.

D. Post-startup Services: As required by the individual specification sections, the manufacturer’s representative shall provide services beyond the startup of the equipment. Services may include assistance in the calibration, tuning and troubleshooting, plus any additional training, which may be required during the agreed time after the equipment, is accepted.

E. The CONTRACTOR shall be the supplier for items not specifically included in the supplier’s scope of work.

PART 2 - PRODUCTS (Not Used)
MANUFACTURER’S FIELD SERVICES 01 4333-2
PART 3 - EXECUTION

3.01 EXECUTION
A. The CONTRACTOR shall submit six (6) copies of all equipment field service certification documents and certificates of warranty to the ENGINEER in accordance with Section 01 7700 – Closeout Procedures.

END OF SECTION 01 4333
QUALITY CONTROL 01 4500-1
SECTION 01 4500 - QUALITY CONTROL
PART 1 - GENERAL

1.01 THE REQUIRMENT
A. The Specific Quality Control Requirements for the WORK are indicated throughout the Contract Documents. The Requirements of this Section are primarily related to performance of the WORK beyond furnishing of manufactured products. The term "Quality Control" includes preactivity inspection, follow up meetings, sampling and testing, and associated requirements.

1.02 INSPECTION AT PLACE OF MANUFACTURE
A. Unless otherwise indicated, all products, materials, and equipment shall be subject to inspection by the ENGINEER at the place of manufacture.

B. Unless noted otherwise, the presence of the ENGINEER at the place of manufacturer is not required; however, this shall not relieve responsibility for providing products, materials and equipment that comply with all requirements of the Contract Documents.

1.03 SAMPLING AND TESTING
A. Unless otherwise indicated, all sampling and testing will be in accordance with the methods prescribed in the current standards of the ASTM, as applicable to the class and nature of the article or materials considered.

1.04 INSPECTION AND TESTING SERVICE
A. Independent inspection and testing laboratory service shall comply with the following:

1. Unless noted otherwise by the Specifications, an independent firm will be appointed and employed by the CONTRACTOR to perform special inspection and soils and concrete testing.

2. Perform inspections, testing and other services as required.

3. Submit Reports of Testing to the ENGINEER, CONTRACTOR and OWNER if required in duplicate, indicating observations and results of tests and indicating compliance or noncompliance with Contract Documents.

4. CONTRACTOR to notify 48 hours prior to the expected time for operations requiring inspection and laboratory testing services is required.

5. The same independent firm on instructions shall perform retesting required because of nonconformance to requirements.

6. For tests and samples required, arrangements shall be made with an independent firm for payment and scheduling of testing. Responsibility shall be taken for the cost of sampling and testing.

7. Provide an overall report on inspection and test results for project closeout.

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

3.01 INSTALLATION
A. Inspection: Inspect materials or equipment upon arrival on the job site, prior to installation and reject damaged and defective items.

B. Measurements: Verify measurements and dimensions of the WORK, as an integral step of starting each installation.

QUALITY CONTROL 01 4500-2
C. Manufacturer's Instructions: Where installations include manufactured products, compliance with manufacturer's applicable instructions and recommendations for installation, to whatever extent these are more explicit or more stringent than applicable requirements indicated in Contract Documents is required.

END OF SECTION 01 4500
TEMPORARY UTILITIES 01 5100-1
SECTION 01 5100 - TEMPORARY UTILITIES
PART 1 - GENERAL

1.01 THE REQUIREMENT
A. The Temporary Utilities services available for the construction of the facility improvements as well as the associated responsibility are defined here in.

1.02 JOB CONDITIONS
A. Scheduled Uses: In conjunction with establishment of Job Progress Schedule, establish a Schedule for implementation and termination of service for each temporary utility at the earliest feasible time and change over from use of temporary utility service to permanent service.

PART 2 - PRODUCTS

2.01 MATERIALS
A. Provide new or used materials and equipment, which are in substantially undamaged condition and without significant deterioration and which are recognized in the construction industry, by compliance with appropriate standards, as being suitable for intended use in each case. The Utility Company provides a portion of temporary utility, the remaining portion with compatible materials and equipment, shall be provided and comply with recommendations of the Utility Company.

PART 3 - EXECUTION

3.01 INSTALLATION OF TEMPORARY UTILITY SERVICES
A. General: Wherever feasible, engage the Utility Company for installation of temporary services to the project, or at a minimum, to make a connection to the existing utility service. Locate services that will not interfere with Total Project Construction WORK; including installation of permanent utility services; maintain temporary services as installed for required period of use and relocate, modify or extend as necessary from time to time during that period as required to accommodate total project construction WORK.

B. Approval of Electrical Connections: Temporary connections for electricity shall be subject to approval of the OWNER and the power company representative and shall be removed in like manner, prior to final acceptance of the WORK. Electrical power is available on site for the construction of this facility and will be furnished by the OWNER. Any and all CONTRACTOR required services, connection, hookup and removals are the responsibility of the CONTRACTOR.

The CONTRACTOR must submit a plan to the OWNER for review of the desired electrical connections prior to making any connections. The CONTRACTOR is responsible for coordinating the connections with the OWNER/ENGINEER prior to making any connection. Any disruption to the existing treatment facility due to the Contractor electrical connections or usage will be the responsibility of the CONTRACTOR.

C. Separation of Circuits: Unless otherwise permitted by the CONTRACTOR, circuits used for power purposes shall be separate from lighting circuits.

D. Construction Wiring: Wiring for temporary electric light and power shall be properly installed and maintained and shall be securely fastened in place. Electrical facilities shall conform to the requirements of Subpart K of the OSHA Safety and Health Standards for Construction.

3.02 INSTALLATION OF POWER DISTRIBUTION SYSTEM
A. Power: Provide power required for its operations under the Contract, and shall provide and maintain all temporary power lines required to perform the WORK in a safe and satisfactory manner.

TEMPORARY UTILITIES 01 5100-2

3.03 INSTALLATION OF LIGHTING
A. Construction Lighting: WORK conducted at night or under conditions of deficient daylight shall be suitably lighted to insure proper WORK and to afford adequate facilities for inspection and safe working conditions.

B. Temporary Lighting: Provide a general, weatherproof, grounded temporary lighting system suitable to perform the WORK where needed.

3.04 WATER SUPPLY
A. Water is available on site for the construction of this facility and will be furnished by the OWNER.

B. General: The CONTRACTOR will be required to coordinate with the OWNER before making any water connections. The CONTRACTOR must submit a plan to the OWNER for review of the desired water connections prior to making any connections. For each such connection made, first attach to the pipeline a valve, and backflow preventer as required by the OWNER. The Contractor is responsible for installation and removal of all facilities necessary to convey the water from the source to the points of usage.

C. Bottled Water: The CONTRACTOR is responsible for any and all bottled water brought to the site.

3.05 INSTALLATION OF SANITARY FACILITIES
A. Toilet Facilities: Fixed or portable chemical toilets shall be provided wherever needed for the use of employees. Toilets at construction job sites shall conform to the requirements of Subpart D, Section 1926.51 of the OSHA Standards for Construction.

3.06 INSTALLATION OF COMMUNICATIONS
A. Telephone Services: Provide and maintain at all times during the progress of the WORK not less than one telephone in good working order at its own field construction office at or near the Site.

Each such telephone shall be connected to an established exchange for toll service and with all other telephones utilized. Cell phones are an acceptable alternative to land lines.

3.07 OPERATIONS AND TERMINATIONS
A. Inspections: Prior to placing temporary utility services into use, Inspect and test each service and arrange for governing authorities' required inspection and tests, and obtain required certifications and permits for use thereof.

B. Protection: Maintain distinct markers for underground lines, and protect from damage during excavating operations.

C. Termination and Removal: When need for a temporary utility service or a substantial portion thereof has ended, or when its service has been replaced by use of permanent services, or not later than time of substantial completion, promptly remove installation unless requested to retain it for a longer period. Complete and restore WORK, which may have been delayed or affected by installation and use of temporary utility, including repairs to construction and grades and restoration and cleaning of exposed surfaces.

END OF SECTION 01 5100
TEMPORARY FENCING 01 5626-1
SECTION 01 5626 – TEMPORARY FENCING
PART 1 - GENERAL

1.01 SUMMARY
A. Contractor shall determine temporary fence type, layout, and location of gates. Construction and maintenance of temporary fencing shall be provided by the contractor.

B. In general, the overall site of the existing Waste Water Facility is already fenced. It will be the Contractors responsibility to determine there needs to secure there yard/staging areas as well as any and all construction sites or activities within the project. It is the OWNERS opinion that the plastic orange fence will be sufficient to provide safety and security surrounding the work activities; however it is the contractor’s responsibility to make the final determination. The OWNER will not be responsible in any manner for any missing, stolen, or damaged to any and all contractor property, yard, equipment or construction activity, this is the contractor’s responsibility.

1.02 SUBMITTALS
A. Submit in accordance with Section 01 3300 – Submittal Procedures:

1. Shop drawing indicating layout of temporary fencing, location and size of gates, existing pavement and roads, access to fire hydrants and hose connections, and other site specific conditions. Prepare drawing after site observation and verification of existing conditions.

PART 2 - PRODUCTS

2.01 TEMPORARY CHAIN LINK FENCING
A. Unless otherwise indicated, type of temporary chain link fencing shall be Contractor’s option.

Following types are acceptable:

1. New Materials or previously used salvage chain link fencing in good condition.

2. Posts: Galvanized steel pipe of diameter to provide rigidity. Post shall be suitable for setting in concrete footings, driving into ground, anchoring with base plates, or inserting in precast concrete blocks.

3. Fabric: Woven galvanized steel wire mesh. Provide in continuous lengths to be wire tied to fence posts or prefabricated into modular pipe-framed fence panels.

B. Gates: Provide personnel and vehicle gates of the quantity and size required for functional access to site.

1. Fabricate of same material as used for fencing

2. Vehicle gates:
a. Minimum width: 20 feet to allow access for emergency vehicles b. Capable of manual operation by one person.

2.02 PLASTIC MESH FENCING
A. Where required to provide visual warning and control, provide plastic mesh fencing supported by steel posts driven into ground or set in precast concrete blocks B. Height: 36 inches minimum
C. Color: Safety orange
PART 3 - EXECUTION

3.01 LAYOUT
A. Access: Provide gates for personnel, delivery of materials, and access by emergency vehicles.

TEMPORARY FENCING 01 5626-2

3.03 INSTALLATION
A. Plastic mesh fencing: Space steel support posts to ensure mesh remains vertical and at proper height. Securely tie mesh to posts.

3.04 MAINTENANCE AND REMOVAL
A. Maintain fencing in good condition. If damaged, immediately repair.

B. Remove temporary fencing upon completion of Work or when no longer required for security or control. Backfill holes and compact. Holes in pavement shall be surfaced to match existing paving.

Repair damage caused by installation of temporary fencing.

END OF SECTION 01 5626
TEMPORARY EROSION AND SEDIMENT CONTROL 01 5713-1
SECTION 01 5713 – TEMPORARY EROSION AND SEDIMENT CONTROL PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Prevention of erosion due to construction activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

1.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast-in-Place Concrete: Concrete for temporary and permanent erosion control structures indicated on drawings.

1.03 REFERENCE STANDARDS
A. ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2007.

B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2009).

C. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011.

D. ASTM D4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2008.

E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012.

F. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009).

G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit; current edition.

H. FHWA FLP-94-005 - Best Management Practices for Erosion and Sediment Control; Federal Highway Administration; 1995.

I. USDA TR-55 - Urban Hydrology for Small Watersheds; USDA Natural Resources Conservation Service; 2009.

1.04 PERFORMANCE REQUIREMENTS
A. Perform all work and take all measures necessary to control soil erosion resulting from construction operations, to prevent the flow of sediment from the site, to contain construction materials (including excavation and backfill) within the protected working area, and to stabilize soil banks from erosion caused by stormwater flood zones so as to, prevent damage to the adjacent water courses and to the project site.

B. Do not employ any construction method that violates a rule, regulation, guideline or procedure established by Federal, State or local agencies having jurisdiction over the environmental effects of construction.

C. Pollutants such as chemicals, fuels, lubricants, bitumen, raw sewage and other harmful waste shall not be discharged into or alongside of any body of water or into natural or man-made channels leading thereto.

D. Prepare and submit a Stormwater Prevention Plan to the ENGINEER for his records in accordance with AUTHORITIES HAVING JURISDICTION and with the plans as provided with in the Construction Documents. The CONTRACTOR is responsible for all aspects of this plan, its TEMPORARY EROSION AND SEDIMENT CONTROL 01 5713-2
monitoring, maintaining of the reports and keeping a copy of documents on site as required by AUTHORITIES HAVING JURISDICTION.

E. Prepare and submit a monitoring program and reporting plan to the ENGINEER for his records in accordance with AUTHORITIES HAVING JURISDICTION. Submit to the ENGINEER for his records on a monthly basis copies of the monitoring reports taken throughout the month.

F. Prepare and submit the Notice of Intent (NOI) as required by AUTHORITIES HAVING JURISDICTION. Submit Copy of NOI to the ENGINEER for his records.

G. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control, as specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II, under requirements for the 2003 Construction General Permit (CGP), whether the project is required by law to comply or not.

H. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

I. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project.

1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less.

2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years.

J. Erosion on Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project.

1. Control movement of sediment and soil from temporary stockpiles of soil.

2. Prevent development of ruts due to equipment and vehicular traffic.

3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Owner.

K. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project.

1. Prevent windblown soil from leaving the project site.

2. Prevent tracking of mud onto public roads outside site.

3. Prevent mud and sediment from flowing onto sidewalks and pavements.

4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Owner.

L. Sedimentation of Waterways on Site: Prevent sedimentation of waterways on the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to Owner; remove deposited sediments; comply with requirements of authorities having jurisdiction.

2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

M. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to Owner; remove deposited sediments; comply with requirements of authorities having jurisdiction.

N. Open Water: Prevent standing water that could become stagnant.

O. Maintenance: Maintain temporary preventive measures until permanent measures have been established.

TEMPORARY EROSION AND SEDIMENT CONTROL 01 5713-3

1.05 SUBMITTALS
A. See Section 01 3300 – Submittal Procedures, for submittal procedures.

B. Stormwater Prevention Plan:

1. Submit not less than 30 days prior to anticipated start of clearing, grading, or other work involving disturbance of ground surface cover.

2. Include:
a. Site plan identifying soils and vegetation, existing erosion problems, and areas vulnerable to erosion due to topography, soils, vegetation, or drainage. b. Measurements of existing turbidity of waterways.
c. Site plan showing grading; new improvements; temporary roads, traffic accesses, and other temporary construction; and proposed preventive measures. d. Where extensive areas of soil will be disturbed, include storm water flow and volume calculations, soil loss predictions, and proposed preventive measures. e. Schedule of temporary preventive measures, in relation to ground disturbing activities. f. Other information required by law.
g. Format required by law is acceptable, provided any additional information specified is also included.
h. Obtain the approval of the Plan by authorities having jurisdiction. i. Obtain the approval of the Plan by Owner.

C. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers.

D. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished.

E. Maintenance Instructions: Provide instructions covering inspection and maintenance for temporary measures that must remain after Substantial Completion.

PART 2 - PRODUCTS

2.01 MATERIALS
A. Mulch: Use one of the following:

1. Straw or hay

2. Wood waste, chips, or bark

3. Erosion control matting or netting

4. Cutback asphalt

5. Polyethylene film, where specifically indicated only B. Grass Seed for Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons.

C. Bales: Air dry, rectangular straw bales.

1. Cross Section: 14 by 18 inches, minimum

2. Bindings: Wire or string, around long dimension
D. Bale Stakes: One of the following, minimum 3 feet long:

1. Steel U- or T-section, with minimum mass of 1.33 lb. per linear foot

2. Wood, 2 by 2 inches in cross section
E. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths:

1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751.

TEMPORARY EROSION AND SEDIMENT CONTROL 01 5713-4

2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491.

3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355 after 500 hours exposure.

4. Tensile Strength: 100 lb.-f, minimum, in cross-machine direction; 124 lb.-f, minimum, in machine direction; when tested in accordance with ASTM D4632.

5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632.

6. Tear Strength: 55 lb.-f, minimum, when tested in accordance with ASTM D4533.

7. Color: Manufacturer's standard, with embedment and fastener lines preprinted.

8. Manufacturers:
a. TenCate: www.tencate.com
b. North American Green: www.nagreen.com
c. Propex Geosynthetics: www.geotextile.com
F. Silt Fence Posts: One of the following, minimum 5 feet long:

1. Steel U- or T-section, with minimum mass of 1.33 lb. per linear foot

2. Softwood, 4 by 4 inches in cross section

3. Hardwood, 2 by 2 inches in cross section

4. Bank stabilization shall be durable UV resistant high performance turf reinforcement mats (HP TRMs). Tensile strength of 4000 lb./ft meets US EPA definition of a high performance TRM. Acceptable products are Pyramat or Engineer approved equal.

G. Concrete: See Section 03 3000 – Cast-in-Place Concrete.

PART 3 - EXECUTION

3.01 EXAMINATION
A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.02 PREPARATION
A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.

3.03 SCOPE OF PREVENTIVE MEASURES
A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required.

B. Construction Entrances: Traffic-bearing aggregate surface.

1. Width: As required; 20 feet, minimum

2. Length: 50 feet, minimum

3. Provide at each construction entrance from public right-of-way.

4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin.

C. Linear Sediment Barriers: Made of silt fences.

1. Provide linear sediment barriers:
a. Along downhill perimeter edge of disturbed areas, including soil stockpiles b. Along the top of the slope or top bank of drainage channels and swales that traverse disturbed areas
c. Along the toe of cut slopes and fill slopes
d. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet apart.
e. Across the entrances to culverts that receive runoff from disturbed areas f. Space sediment barriers with the following maximum slope length upslope from barrier:

TEMPORARY EROSION AND SEDIMENT CONTROL 01 5713-5
1) Slope of Less Than 2 Percent: 100 feet
2) Slope Between 2 and 5 Percent: 75 feet
3) Slope Between 5 and 10 Percent: 50 feet
4) Slope Between 10 and 20 Percent: 25 feet
5) Slope Over 20 Percent: 15 feet
D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures:

1. Filter fabric wrapped around hollow concrete blocks blocking entire inlet face area; use one piece of fabric wrapped at least 1-1/2 times around concrete blocks and secured to prevent dislodging; orient cores of blocks so runoff passes into inlet.

2. Straw bale row blocking entire inlet face area; anchor into pavement.

E. Storm Drain Drop Inlet Sediment Traps: As detailed on drawings.

F. Temporary Splash Pads: Stone aggregate over filter fabric; size to suit application; provide at downspout outlets and storm water outlets.

G. Soil Stockpiles: Protect using one of the following measures:

1. Cover with polyethylene film, secured by placing soil on outer edges.

2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay.

H. Mulching: Use only for areas that may be subjected to erosion for less than 6 months.

1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required.

2. Asphalt: Use only where no traffic, either vehicular or pedestrian, is anticipated.

I. Temporary Seeding: Use where temporary vegetated cover is required.

3.04 INSTALLATION
A. Traffic-Bearing Aggregate Surface:

1. Excavate minimum of 6 inches.

2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints.

3. Place and compact at least 6 inches of 1.5 to 3.5 inch diameter stone.

B. Silt Fences:

1. Store and handle fabric in accordance with ASTM D4873.

2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground.

3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground.

4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground.

5. Install with top of fabric at nominal height and embedment as specified.

6. Embed bottom of fabric in a trench on the upslope side of fence, with 2 inches of fabric laid flat on bottom of trench facing upslope; backfill trench and compact.

7. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post.

8. Fasten fabric to wood posts using one of the following:
a. Four 3/4 inch diameter, 1 inch long, 14 gage nails.
b. Five 17-gage staples with 3/4 inch wide crown and 1/2 inch legs. c. Fasten fabric to steel posts using wire, nylon cord, or integral pockets.

TEMPORARY EROSION AND SEDIMENT CONTROL 01 5713-6
d. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet.

C. Straw Bale Rows:

1. Install bales in continuous rows with ends butting tightly, with one bale at each end of row turned uphill.

2. Install bales so that bindings are not in contact with the ground.

3. Embed bales at least 4 inches in the ground.

4. Anchor bales with at least two stakes per bale, driven at least 18 inches into the ground; drive first stake in each bale toward the previously placed bale to force bales together.

5. Fill gaps between ends of bales with loose straw wedged tightly.

6. Place soil excavated for trench against bales on the upslope side of the row, compacted.

D. Mulching Over Large Areas:

1. Dry Straw and Hay: Apply 2-1/2 tons per acre; anchor using dull disc harrow or emulsified asphalt applied using same spraying machine at 100 gallons of water per ton of mulch.

2. Wood Waste: Apply 6 to 9 tons per acre.

3. Asphalt: Apply at 1200 gallons per acre.

4. Erosion Control Matting: Comply with manufacturer's instructions.

E. Mulching Over Small and Medium Areas:

1. Dry Straw and Hay: Apply 4 to 6 inches depth.

2. Wood Waste: Apply 2 to 3inches depth.

3. Pine Needles: Apply 2 to 3 inches depth.

4. Asphalt: Apply 1/4 gallon per square yard.

5. Erosion Control Matting: Comply with manufacturer's instructions.

F. Temporary Seeding:

1. When hydraulic seeder is used, seedbed preparation is not required.

2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate.

3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq. ft.

4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq. ft.

5. Incorporate fertilizer into soil before seeding.

6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep.

7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion.

8. Repeat irrigation as required until grass is established.

3.05 MAINTENANCE
A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall.

B. Repair deficiencies immediately.

C. Silt Fences:

1. Promptly replace fabric that deteriorates unless need for fence has passed.

2. Remove silt deposits that exceed one-third of the height of the fence.

3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes.

TEMPORARY EROSION AND SEDIMENT CONTROL 01 5713-7
D. Straw Bale Rows:

1. Promptly replace bales that fall apart or otherwise deteriorate unless need has passed.

2. Remove silt deposits that exceed one-half of the height of the bales.

3. Repair bale rows that are undercut by runoff or otherwise damaged, whether by runoff or other causes.

E. Clean out temporary sediment control structures weekly and relocate soil on site.

F. Place sediment in appropriate locations on site; do not remove from site.

3.06 CLEAN UP
A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Engineer.

B. Clean out temporary sediment control structures that are to remain as permanent measures.

C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces.

END OF SECTION 01 5713
TEMPORARY ENVIRONMENTAL CONTROLS 01 5719-1
SECTION 01 5719 - TEMPORARY ENVIRONMENTAL CONTROLS
PART 1 - GENERAL

1.01 EXPLOSIVES AND BLASTING
A. The use of explosives on the WORK will not be permitted.

1.02 RUBBISH CONTROL
A. During the progress of the WORK, the CONTRACTOR shall keep the Site and other areas used by it in a neat and clean condition, and free from any accumulation of rubbish. Dispose of all rubbish and waste materials of any nature occurring at the Site, and shall establish regular intervals of collection and disposal of such materials and waste. Keep its haul roads free from dirt, rubbish and unnecessary obstructions resulting from its operations. Disposal of all rubbish and surplus materials shall be off the Site in accordance with local codes and ordinances governing locations and methods of disposal, and in conformance with all applicable safety laws, and to the particular requirements of Part 1926 of the OSHA Safety and Health Standards for Construction.

1.03 SANITATION
A. Toilet Facilities: The CONTRACTOR shall provide fixed or portable chemical toilets wherever needed for the use of employees. Toilets at construction job sites shall conform to the requirements of Part 1926 of the OSHA Standards for Construction.

B. Sanitary and Other Organic Wastes: The CONTRACTOR shall establish a regular daily collection of all sanitary and organic wastes. All wastes and refuse from sanitary facilities provided or organic material wastes from any other source related to operations shall be disposed of away from the Site in accordance with all laws and regulations pertaining thereto.

1.04 CHEMICALS
A. All chemicals used or furnished by the CONTRACTOR for or during project construction, whether defoliant, soil sterilant, herbicide, pesticide, disinfectant, polymer, reactant or of other classification, shall show approval of either the U.S. Environmental Protection Agency or the U.S.

Department of Agriculture. Use of all such chemicals and disposal of residues shall be in strict accordance with the printed instructions of the manufacturer.

1.05 CULTURAL RESOURCES
A. Attention is directed to the National Historic Preservation Act of 1966 (16 U.S.C. 470) and 36 CFR 800, which provides for the preservation of potential historical architectural, archaeological, or cultural resources (hereinafter called "cultural resources").

B. Conform to the applicable requirements of the National Historic Preservation Act of 1966 as it relates to the preservation of cultural resources.

C. In the event potential cultural resources are discovered during subsurface excavations at the site of construction, the following procedures shall be instituted:

1. The CONTRACTOR shall issue a Field Order directive to cease all construction operations at the location of such potential cultural resources find.

2. Such Field Order shall be effective until such time as a qualified archaeologist can be called to assess the value of these potential cultural resources and make recommendations to the State Historic Preservation Office.

D. If the archaeologist determines that the potential find is a bona fide cultural resource, at the direction of the State Historic Preservation Office, work shall be suspended at the location of the find under the provisions for changes contained in the Contractual Agreement.

TEMPORARY ENVIRONMENTAL CONTROLS 01 5719-2
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 5719
TEMPORARY STORM WATER POLLUTION CONTROLS 01 5723-1
SECTION 01 5723 - TEMPORARY STORM WATER POLLUTION CONTROLS PART 1 - GENERAL

Seal Beach City CouncilMay 11, 2026

Seal Beach City Council
May 11, 2026