Agenda packet, regular meeting, first session — San Clemente City Council, December 5, 2023 (part 3 of 6)

ARTICLE 64. PROHIBITED INTERESTS
No City official or representative who is authorized in such capacity and on behalf of City to negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising, making, accepting or approving any engineering, inspection, construction or material supply contract or any subcontract in connection with construction of the project, shall be or become directly or indirectly interested financially in the Contract.

ARTICLE 65. LAWS AND REGULATIONS
a. Contractor shall give all notices and comply with all federal, state and local laws, ordinances, rules and regulations bearing on conduct of work as indicated and specified by their terms. References to specific laws, rules or regulations in this Contract are for reference purposes only, and shall not limit or affect the applicability of provisions not specifically mentioned. If Contractor observes that drawings and specifications are at variance therewith, he shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided for in this Contract for changes in work. If Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Engineer, he shall bear all costs arising therefrom. b. Contractor shall be responsible for familiarity with the Americans with Disabilities Act (“ADA”) (42 U.S.C. § 12101 et seq.). The Work will be performed in compliance with ADA regulations.

ARTICLE 66. PATENT FEES OR ROYALTIES
The Contractor shall include in its bid amount the patent fees or royalties on any patented article or process furnished or used in the Work. Contractor shall assume all liability and responsibility arising from the use of any patented, or allegedly patented, materials, equipment, devices or processes used in or incorporated with The Work, and shall defend, indemnify and hold harmless City, its officials, officers, agents, employees and representatives from and against any and all liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature, arising from such use.

ARTICLE 67. OWNERSHIP OF DRAWING
All Contract Documents furnished by City are City property. They are not to be used by Contractor or any subcontractor on other work nor shall Contractor claim any right to such documents. With exception of one complete set of Contract Documents, all documents shall be returned to City on request at completion of The Work.

ARTICLE 68. NOTICE OF TAXABLE POSSESSORY INTEREST
In accordance with Revenue and Taxation Code Section 107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible.
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GENERAL CONDITIONS

END OF GENERAL CONDITIONS
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SPECIAL CONDITIONS

MARINE SAFETY HQ BUILDING CONCRETE REPAIRS
PROJECT NO. 24805
Reference is hereby made to "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", latest edition, including all supplements thereto, are incorporated herein and made a part of the Specifications the same as though fully set forth hereunder. The following are additions and exceptions to the said Standard Specifications and all other provisions of the said Standard Specifications are to remain in effect.

PART 1 – GENERAL PROVISIONS

SCOPE AND CONTROL OF WORK
Section 2-6 Work to Be Done (add the following subsection) Section 2-6.1 General Description of Work
The Marine Safety Headquarters exterior surfaces have deteriorated due to the marine environmental effects and wave action on the ocean side of the building. The work to be performed, in general consists of sawcuting, removing weak concrete, drilling and installing epoxy anchored reinforcing, repairing mortar, etc. to necessary to complete the work on the Marine Safety Building’s exterior surfaces. The corrosion cracks and spalling shall be repaired by removing the weak material, cleaning the steel reinforcing, applying corrosion inhibitor to the reinforcing, applying a bonding agent to the concrete interface then patching the area with Polymer Modified Mortar per the Technical Specifications, Section 030100-Concrete Rehabilitation. The construction details for each concrete repair of the structural and nonstructural elements are given in Appendix 3.

The Contractor shall furnish all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications, and Contract Documents for the proposed construction.

Material specifications listed in Appendix 4 shall be used for the concrete repair.

Background: The one story building is located on the beach just north of the San Clemente Pier and houses the lifeguard services. The building is subjected to severe marine exposure and direct wave splash during storms. The rectangular building is approximately 5,500 square feet. It is 128 feet long in the north – south direction and varies from 37 feet to 62 feet wide in the east – west direction. The Building has undergone various maintenance repair contracts to address concrete spalling due to corrosion. The available record drawings are included in Appendix 5 “for information only” purposes.

Section 2-6.2 Location of Work
The project site is located at San Clemente Pier, 622 Avenida Del Mar, in the City of San Clemente, CA adjacent to the Pacific Ocean.
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CHANGES IN WORK

Section 3-3.2.3 Markup (substitute with the following changes) (a) Work by Contractor. The following percentage shall be added to the Contractor’s costs and shall constitute the markup for all overhead and profits:

Labor 20%
Materials 15%
Equipment Rental 15%
Other Items and Expenditures 15%
To the sum of the costs and markups provided for in this subsection, 1 percent shall be added as compensation for bonding.
(b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in Subsection 3-3.2.3(a) shall be applied to the Subcontractor’s actual cost of such work, to which a markup of 10 percent on the first $2000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $2000 of the subcontracted portion of the extra work may be added by the Contractor.

PROSECUTION, PROGRESS, AND ACCEPTANCE OF WORK
Section 6-2 Prosecution of Work (add the following to the end of the second paragraph) All outstanding cleanup, restoration activities, and construction correction items shall be addressed within two (2) weeks of Project completion.

Section 6-7 Time of Completion (add to the following subsection) Section 6-7.1 General
The Contractor shall complete the Work within 30 working days.

PERMITS
Section 7-5 of Standard Specifications (add the following subsection) Waste Management Plan:

The Contractor will be required to complete a Waste Management Plan for the entire project. The Contractor shall pay to the City a non-refundable administrative fee of $150.00 for processing the Applicant's Waste Management Plan. In addition, a refundable Construction and Demolition Performance Security Deposit of $1,000. The fee and deposit shall be paid to the City of San Clemente Building Dept. before a Notice to Proceed will be issued for the project. The Contractor shall follow the requirements as outlined in Appendix "2" of these Specifications. The Contractor shall submit the required documentation to the City of San Clemente Environmental Services Coordinator at the conclusion of the project. An option to completing the City's WMP described 92 55452.01510\32905704.2
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above to rent a CR&R bin for recycling material. If you have any questions, please call (949) 498- 9436.

Payment
Payment shall be per the lump sum unit price bid for "Waste Management Plan".

Metrolink/SCRRA:

No need for a railroad right-of-way encroachment permit since this work is considered as part of the maintenance activity. The proposed repair activity is not resulting in an addition to or enlargement or expansion of the object of such activities and not involving any risk of substantial adverse environmental impact.

The Contractor is not permitted to enter or impose upon the Railroad right-of-way at any time and must contain all construction activities within the fenced overpass enclosure when working over the railroad right-of-way.

Coastal Development Commission Permit:

The City obtained a permit from California Coastal Commission for this repair.

PROJECT SITE MAINTENANCE
Section 7-8 of Standard Specifications (add the following) Storage of Materials, Mechanized Equipment and Removal of Construction Debris The Contractor shall comply with the following construction-related requirements:
(a) No demolition or construction materials, debris, or waste shall be placed or stored where it may enter sensitive habitat, receiving waters or a storm drain, or be subject to wave, wind, rain, or tidal erosion and dispersion. (b) No demolition or construction equipment, materials, or activity shall be placed in or occur in any location that would result in impacts to environmentally sensitive habitat areas, streams, wetlands or their buffers.
(c) Demolition construction debris and loose materials shall be removed from work areas each day that demolition or construction occurs to reduce the risk of public trip hazard or material entering the railroad right of way or coastal waters. (d) Water required for saw-cutting or pressure washing shall be contained and vacuumed up to prevent it from flowing onto the public access side of the barricade where it would be an immediate slip hazard. Waste water shall be contained and collected before it can flow onto the beach, storm water system or railroad rightof-way. 93 55452.01510\32905704.2
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(e) All trash and debris shall be disposed in the proper trash and recycling receptacles at the end of every construction day.
(f) The Contractor shall provide adequate disposal facilities for solid waste, including, excess concrete, produced during demolition or construction. (g) Debris shall be disposed of at a legal disposal site or recycled at a recycling facility.

If the disposal site is located in the coastal zone, a coastal development permit shall be required before disposal can take place unless the Executive Director of the California Coastal Commission determines that no permit is legally required. (h) All stock piles and construction materials shall be covered with a plastic sheeting material that will keep it dry and prevent dispersal of the stock pile and construction materials, enclosed on all sides, and shall be located as far away as possible from drain inlets and any waterway, and shall not be stored in contact with the soil. (i) Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff and contaminants. Thinners or solvents shall not be discharged into sanitary or storm sewer systems. (j) The discharge of any hazardous materials into any receiving waters shall be prohibited.
(k) Spill prevention and control measures shall be implemented to ensure the proper handling and storage of petroleum products and other construction materials.

Measures shall include a designated fueling and vehicle maintenance area with appropriate berms and protection to prevent any spillage of gasoline or related petroleum products or contact with runoff. The area shall be located as far away from the receiving waters and storm drain inlets as possible. (l) Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) designed to prevent spillage and/or runoff of demolition or construction-related materials, and to contain sediment or contaminants associated with demolition or construction activity, shall be implemented prior to the on-set of such activity. (m) All BMPs shall be maintained in a functional condition throughout the duration of construction activity.

Dust Control
Dust control throughout the project duration will be required by the City, including daily sweeping of the sidewalks near the bridge entrances and the public access side of the barricade after demolition is complete each day. Washing down sidewalks and pavement is not allowed to control dust unless that wash water is contained and vacuum collected. If concrete demolition dust is allowed to collect on the public access pavement, the wet feet of beachgoers and or marine environment will quickly turn this into a slurry paste causing public complaint. 94 55452.01510\32905704.2
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Contractor shall inspect and maintain all BMP’s on a daily basis. The City may require a daily log by the Contractor indicating who performed the BMP inspection and what maintenance was performed.

Failure of the Contractor to comply with a City correction notice may result in an order to suspend work until the condition is corrected. No additional compensation, time nor payment, will be allowed as a result of such a suspension.

Any fines levied by the State Water Resources Control Board, City, Railroad other entity having authority to do so, as a result of the Work not complying with the BMP’s shall become the responsibility of the Contractor. The amount of the fine may be deducted from monies due the Contractor, at the discretion of the City, until the fine is paid or otherwise resolved.

Miscellaneous
Disposal of all refuse, excess materials and all other substances, shall be in compliance with all City, County, State and Federal rules, regulations and laws.

A clean portable sanitation facility shall be provided for use by the Contractor’s crews and the City staff.

Payment
Full compensation for Project Site Maintenance, unless separately designated, shall be included in unit prices bid for various items of work involved.

PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
Section 7-9 of Standard Specifications (add the following subsection) Restoration of Private Property
The Contractor shall repair and restore all improvements, structures, property, vegetation, utilities and facilities disturbed, disconnected or damaged as a result or consequence of the Contractor’s work or the operations of those for whom the Contractor is responsible or liable, including that caused by trespass with or without the Contractor’s knowledge or consent, or by the transporting of workers, materials or equipment to or from the work site.

Damage caused by trespass or the transport of workers, materials, or equipment shall be repaired immediately by means and methods as approved by the Engineer.

Damage resulting from the Contractor’s work shall be repaired immediately upon completion of said work. The Contractor shall submit construction details to the Engineer for approval prior to commencing any restoration necessitated by the Contractor’s work.

All restoration work shall be completed to the satisfaction of the Engineer and the appropriate property owners.

Full compensation for Protection and Restoration of Existing Improvements shall be included in unit prices bid for various items of work involved.
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PUBLIC CONVENIENCE AND SAFETY
Section 7-10.1 of Standard Specifications (add the following subsection) Laydown/storage areas shall be located within the limits of areas designated for such purpose by the City.

Section 7-10.4 of Standard Specifications (add the following subsection) The Contractor shall carry out his operations in strict accordance with all applicable safety regulations and standards.

MOBILIZATION
Section 9-3.4 of Standard Specifications (add the following subsection) Mobilization shall conform to the provisions stated in the General Provisions and herein.

The Contractor’s Jobsite Superintendent shall maintain a working mobile cellular telephone at Contractor’s expense.

Payment
Payment shall be per the lump sum unit price bid for “Mobilization” and shall be considered full compensation for providing bonds, insurance, permits, and licenses as required, initial move-in, furnishing all labor, materials, equipment and incidentals necessary to perform the items of work, and subsequent move-out costs, and all preparatory work and operations for which no separate bid item is provided in the proposal. Progress payments for this item shall be paid to the Contractor in accordance with the completion percentage of the project, and shall include the cost of such mobilization and administration for the entire contract period. No additional compensation will be allowed for furnishing labor, materials, equipment, rental of necessary storage sites for storage of equipment, and incidentals necessary to perform the items of work.

END OF SPECIAL CONDITIONS
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SECTION 00800
Technical Specifications

MARINE SAFETY HQ BUILDING CONCRETE REPAIRS
PROJECT NO. 24805

TABLE OF CONTENTS
Description Page
030100 Concrete Rehabilitation……………………………………………………… 90
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CONCRETE REHABILITATION
SECTION 030100

CONCRETE REHABILITATION
PART 1 – GENERAL
Section intended for the epoxy mortar rehabilitation of existing concrete bridge decks and stairway surfaces.

1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM International (ASTM)
ASTM C117 (2013) Standard Test Method for materials
Finer than 75-um (No. 200) Sieve in
Mineral Aggregates by Washing
ASTM C136/C136M (2014) Standard Test Method for Sieve
Analysis of Fine and Coarse Aggregates

ASTM C144 (2011) Standard Specification for
Aggregate for Masonry Mortar
ASTM C31/C31M (2012) Standard Practice for Making and
Curing Concrete Test Specimens in the Field
ASTM C33/C33M (2013) Standard Specification for Concrete Aggregates

ASTM C39/C39M (2013a) Standard Test Method for
Compressive Strength of Cylindrical
Concrete Specimens
ASTM C881/C881M (2014) Standard Specification for
Epoxy-Resin-Base Bonding Systems for Concrete
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1.2 SUBMITTALS
If a specified product is no longer available, or the Contractor desires to use a product he believes will result in a higher quality of performance at no additional cost to the City, he may submit such alternative materials for review and consideration by the Engineer.

Alternatives materials must be approved prior to mobilization since no time extension will be granted for alternative consideration after mobilization. Approval is at the sole discretion of the City.

1.2.1 Design Data.

For alternative materials, submit manufactures product data indicating suitability for the repair application, the material properties, and Manufacturer’s Instructions for the surface preparation, mixing, pot life, application and curing of the repair materials. The City may request additional information.

1.3 DELIVERY, STORAGE, AND HANDLING
Inspect materials delivered to site for damage, unload and store with a minimum of handling. Deliver epoxy resin components and aggregate materials in original sealed containers and store in dry covered areas at temperatures below 90 degrees F. Remove from job site unused mixed materials which have reached end of working or pot life.

1.4 EQUIPMENT
Use container recommended by the epoxy manufacturer as the mixing vessel. Use a power drive (air or spark proof) propeller type blade for mixing except that hand mixing may be used for small batches. Use equipment specified by epoxy manufacturer for field mixing of aggregates and epoxy resin.

PART 2 – PRODUCTS

2.1 MATERIALS

2.1.1 Polymer Modified Mortar
Sika Top 123 Plus - two component polymer modified cementitious, non-sag mortar plus FerroGard 901 penetrating corrosion inhibitor manufactured by Sika or Engineer approved equal.

2.1.2 Bonding Agent for Polymer Mortar to concrete and non-corroded reinforcing Sikadur 32 Hi-Mod LPL – high modulus, high strength, extended pot life, epoxy 99 55452.01510\32905704.2
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bonding/grouting adhesive.

2.1.3 Bonding Agent for Polymer Mortar to reinforcing which exhibits corrosion prior to cleaning.

Sika Armatec 110 EpoCem – bonding agent and reinforcement protection.

PART 3– EXECUTION

3.1 PREPARATION

3.1.1 Saw-cutting
Sawcut the perimeter of each repair area, 1” deep unless details specify other, to avoid feathering of the repair material. Contain and collect the concrete debris produced from the saw-cutting to avoid hazards to the public who walk barefoot in the immediate vicinity of these repairs and to control pollution as required by the BMP’s.

3.2 REPAIR PROCEEDURE
Follow the Repair Instructions on the plans and in the product manufactures recommendations for the preparation and repair areas. When in conflict the Repair Instructions shall govern.

3.3 MIXING MATERIALS
Make batches small enough to ensure placement before binder sets. Mix materials in accordance with manufacturer’s recommendations.

3.4 PLACEMENT
Place material per the manufacture’s instructions for each repair product.

3.5 CURING
Cure materials in accordance with the Repair Instruction and manufacturer’s recommendations. Maintain moisture for 7 days if wet cure methods are used.

3.6 FIELD QUALITY CONTROL

3.6.1 Special Inspection
The completed preparation of the demolition interface shall be inspected by the City’s appointed representative for each area prior to the application of epoxy binder. Confirm the interface is clean, rough aggregate is exposed, and there is no loose material or 100
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standing water. Provide “Continuous Inspection” during the application of the epoxy binder, mixing and placement of the polymer mortar. Testing Cylinders are not required for the project but if the Inspector is suspect that the repair material is being mixed improperly or placed beyond its useful pot-life, he shall immediately notify the Contractor of the suspect conditions. If the Contractor proceeds to place suspect material, the Inspector shall take (3) 2 ½” or 3” diameter cylinders of the material for future lab testing and the Contractor shall fully cooperate with the Inspectors in his effort to collect representative samples. If insufficient material exists for (3) test cylinders, the Inspector shall take the number of cylinders possible. All suspect material locations shall be dimensionally described in the Inspection Report incase defective material requires removal. If the material is found defective the Contractor shall pay for both the lab testing and removal/replacement of the defective material.

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INSURANCE REQUIREMENTS
APPENDIX 1

INSURANCE REQUIREMENTS

1. WORKERS’ COMPENSATION AND EMPLOYER’S LIABILITY INSURANCE Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000) for Contractor ’s employees in accordance with the laws of the State of California, Section 3700 of the Labor Code In addition, Contractor shall require each subcontractor to similarly maintain Workers’ Compensation Insurance and Employer’s Liability Insurance in accordance with the laws of the State of California, Section 3700 for all of the subcontractor’s employees.

Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its officials, officers, employees, agents, and volunteers. Company or companies providing insurance coverage shall be acceptable to City, if in the form and coverage as set forth in the Contract Documents.

2. COMMERCIAL GENERAL LIABILITY INSURANCE
a. Contractor shall procure and maintain during the life of this Contract and for such other period as may be required herein, at its sole expense, occurrence form Commercial General Liability insurance coverage, at least as broad as the most current ISO CGL Form 00 01 including but not limited to, premises liability, contractual liability, products/completed operations if applicable, personal and advertising injury which may arise from or out of Contractor’s operations, use, and management of the Project site, or the performance of its obligations hereunder.

Policy limits shall not be less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury and property damage, including without limitation, blanket contractual liability, and a $2,000,000 completed operations aggregate. Defense costs shall be paid in addition to the limits. b. Such policy shall comply with all the requirements of this Article. The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it limit Contractor’s indemnification obligations to City, and shall not preclude City from taking such other actions available to City under other provisions of the Contract Documents or law.
c. Contractor shall make certain that any and all subcontractors hired by Contractor are insured in accordance with this Contract. If any subcontractor’s coverage does not comply with the foregoing provisions, Contractor shall indemnify and hold City harmless from any damage, loss, cost, or expense, including attorneys’ fees, incurred by City as a result thereof.
d. All general liability policies provided pursuant to the provisions of this Article shall comply with the provisions of the Contract Documents.
e. All general liability policies shall be written to apply to all bodily injury, including death, property damage, personal injury, owned and non-owned equipment, 102
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blanket contractual liability, completed operations liability, explosion, collapse, under-ground excavation, removal of lateral support, and other covered loss, however occasioned, occurring during the policy term, and shall specifically insure the performance by Contractor of that part of the indemnification contained in these General Conditions, relating to liability for injury to or death of persons and damage to property. If the coverage contains one or more aggregate limits, a minimum of 50% of any such aggregate limit must remain available at all times; if over 50% of any aggregate limit has been paid or reserved, City may require additional coverage to be purchased by Contractor to restore the required limits. Any umbrella policy shall “follow form” to the underlying primary policies.

3. AUTOMOBILE LIABILITY INSURANCE
Contractor shall take out and maintain at all times during the term of this Contract Automobile Liability Insurance at least as broad as ISO CA 00 01 (Any Auto) covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Work to be performed under these Contract Documents, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.

Such insurance shall be provided in a form and with insurance companies acceptable to City and comply with the provisions of Section 7 below.

4. CONTRACTORS POLLUTION LIABILITY. CONTRACTORS POLLUTION LIABILITY

INSURANCE COVERING ALL OF THE CONTRACTOR'S OPERATIONS TO INCLUDE

ONSITE AND OFFSITE COVERAGE FOR BODILY INJURY (INCLUDING DEATH AND

MENTAL ANGUISH), PROPERTY DAMAGE, DEFENSE COSTS AND CLEANUP COSTS WITH LIMITS NOT LESS THAN $2,000,000 PER LOSS AND $4,000,000 TOTAL ALL LOSSES.

THE POLICY SHALL CONTAIN NO ENDORSEMENTS OR PROVISIONS LIMITING

CONTRACTUAL LIABILITY OR COVERAGE FOR CROSS LIABILITY OF CLAIMS OR SUITS BY ONE INSURED AGAINST ANOTHER. IF COVERAGE IS WRITTEN ON A CLAIMS-MADE

BASIS, THE RETROACTIVE DATE SHALL PRECEDE THE EFFECTIVE DATE OF THE

INITIAL CONTRACT AND CONTINUOUS COVERAGE WILL BE MAINTAINED OR AN

EXTENDED REPORTING PERIOD WILL BE EXERCISED FOR A PERIOD OF AT LEAST THREE (3) YEARS FROM TERMINATION OR EXPIRATION OF THIS CONTRACT.

5. UMBRELLA INSURANCE.

Contractor shall obtain and maintain an umbrella insurance policy with limits of not less than $4,000,000 that will provide bodily injury, personal injury and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability and automobile liability. Such policy or policies shall include the following terms and conditions:
a. A drop down feature requiring the policy to respond in the event that any primary insurance that would otherwise have applied proves to be uncollectable in whole or in part for any reason;
b. Pay on behalf of wording as opposed to reimbursement; c. Concurrency of effective dates with primary policies; and d. Policies shall “follow form” to the underlying primary policies. 103
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e. Insureds under primary policies shall also be insureds under the umbrella or excess policies.

6. FORM AND PROOF OF CARRIAGE OF INSURANCE
a. Any insurance carrier providing insurance coverage required by the Contract Documents shall be authorized to do business in the State of California unless waived, in writing, by City’s Risk Manager. Carrier(s) shall have an A.M. Best rating of not less than an A- VII.
b. Insurance deductibles or self-insured retentions greater than $5,000 must be declared by the Contractor, and such deductibles and retentions shall have the prior written consent from City. At the election of City the Contractor shall either 1) reduce or eliminate such deductibles or self-insured retentions, or 2) procure a bond which guarantees payment of losses and related investigations, claims administration, and defense costs and expenses.
c. Contractor shall cause its insurance carrier(s) to furnish City with either 1) a properly executed original Certificates(s) of Insurance and certified original copies of Endorsements effecting coverage as required herein, or 2) if requested to do so in writing by City’s Risk Manager, provide original Certified copies of policies including all Endorsements and all attachments thereto, showing such insurance is in full force and effect. All required policies of Commercial General Liability insurance shall be endorsed to name the City, its officials, officers, employees, agents and volunteers as additional insureds. For all policies of Commercial General Liability insurance, Contractor shall provide endorsements in the form of ISO CG 20 10 10 01 and 20 37 01 01 (or endorsements providing the exact same coverage) to effectuate this requirement. Further, all policies of insurance shall contain or shall be endorsed to contain the covenant of the insurance carrier(s) that shall provide no less than thirty (30) days written notice be given to City prior to any material modification or cancellation of such insurance. d. In the event of a material modification or cancellation of coverage, City may terminate or Stop Work pursuant to the Contract Documents, unless City receives, prior to such effective date, another properly executed original Certificate of Insurance and original copies of endorsements or certified original policies, including all endorsements and attachments thereto evidencing coverages set forth herein and the insurance required herein is in full force and effect. Contractor shall not take possession, or use the Project site, or commence operations under these Contract Documents until City has been furnished original Certificate(s) of Insurance and certified original copies of Endorsements or policies of insurance including all Endorsements and any and all other attachments as required in this Section. The original Endorsements for each policy and the Certificate of Insurance shall be signed by an individual authorized by the insurance carrier to do so on its behalf.
e. All required insurance coverages shall contain or be endorsed to waive subrogation against the City, its officials, officers, employees, agents, and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery 104
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prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its Subcontractors. Contractor shall indemnify and hold City harmless from any damage, loss, cost, or expense, including attorneys’ fees, incurred by City from Contractor’s failure to ensure its Subcontractors waive right of recovery against City.
f. It is understood and agreed to by the parties hereto and the insurance company(s), that the Certificate(s) of Insurance and policies shall so covenant and shall be construed as primary, and City’s insurance and/or deductibles and/or self-insured retentions or self-insured programs shall not be construed as contributory. The Contractor shall provide endorsement(s) to this effect at the City’s request. g. City reserves the right to adjust the monetary limits of insurance coverage’s during the term of this Contract including any extension thereof-if in City’s reasonable judgment, the amount or type of insurance carried by the Contractor becomes inadequate.
h. In the event any policy of insurance required by the Contract Documents does not comply with these specifications or is canceled and not replaced immediately so as to avoid a lapse in the required coverage, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Contract, effective upon notice.
i. Contractor acknowledges and agrees that actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposed no additional obligation on the City nor does it waive any rights hereunder. j. Requirements not limiting. Requirements of specific coverage or limits are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
k. Contractor shall be responsible for causing all Subcontractors of any tier working under this Contract to purchase insurance meeting the requirements contained herein, including adding the City its officials, officers, employees, agents and volunteers as Additional Insureds to the subcontractor’s policies. All policies of Commercial General Liability insurance provided by Subcontractors shall be endorsed to name the City, its officials, officers, employees, agents and volunteers as additional insureds using endorsement form ISO GC 20 38 04 13 (or an endorsement providing the exact same coverage) to effectuate this requirement.

Contractor shall not allow any Subcontractor to commence work relating to these 105
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Contract Documents until it has received satisfactory evidence of Subcontractor’s compliance with all insurance requirements under this Contract. The Contractor shall provide satisfactory evidence of compliance with this section upon request of the City.
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APPENDIX 2

WASTE MANAGEMENT PLAN

REQUIREMENTS
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City of San Clemente/Environmental Programs
910 Calle Negocio, Suite 100
San Clemente, CA 92673
Phone (949) 498-9436 / Fax (949) 361-8316
CR&R (877) 728-0446
City of San Clemente Building Permit Applicants
Construction & Demolition Debris Recycling Requirements San Clemente Municipal Code 8.69, Ordinance #1286
To obtain a Building Permit for covered construction and demolition (C&D) projects, Applicants are required to have one of the following:
• An approved Waste Management Plan (WMP)
or
• Elect to use a C&D recycling bin provided by the City’s franchise waste hauler.

Applicants can choose to use the City’s franchise waste hauler and can arrange for service by contacting CR&R at (877) 728-0446 and requesting a C&D bin for their project.

Covered Projects
All construction, demolition, and renovation projects within the City removing recyclable material shall be considered “Covered Projects.”
The WMP documents how Applicants will meet the City's State mandated goal of reducing the quantity of C&D debris disposed of at landfills by 75% or greater.

All forms are available at permit application and must be completed, submitted and approved prior to permit issuance.

Building Permits will not be issued without an approved WMP or CR&R work order.

DO NOT LANDFILL CONSTRUCTION DEBRIS
Local Landfill Does Not Recycle Construction Debris
(Please note the local Prima Deshecha landfill is NOT a recycling center, please do not list it as your recycling center) A Recycling Summary Report (RSR) must be submitted upon completion of construction. The RSR indicates actual recycling activities and documents compliance with Municipal Code 8.69.

Failure to submit a RSR within 60 days of completing the project can result in forfeiture of your security deposit.

Have questions? Please contact the Environmental Programs at (949) 498-9436. WMP forms may be picked up at Building Department.
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City of San Clemente Page 2
What You Need To Do
There are 3 steps to comply with the City's C&D Debris WMP Requirements. (If you elect to use CR&R you only need to contact CR&R and request a C&D bin for your project). • Step 1 - Complete and submit a WMP with your Building Permit application along with the applicable fees. See the attached WMP Fee Schedule to determine the required fee. • Step 2 - During construction/demolition, gather supporting data for your RSR • Step 3 - Submit a completed RSR within 60 days of project completion Construction & Demolition Debris Facilities flyers are available to help you identify facilities that will accept your construction and demolition debris for recycling. For other assistance and questions about filling out forms, call the Environmental Programs at (949) 498-9436.

The WMP is part of your building permit application and is your plan for reusing, diverting, and/or recycling 75% or greater of all construction and demolition debris from your project.

Note: Quantities must be listed in tons to meet City and State mandated reporting requirements. To convert volume (e.g., cubic yards, square feet, etc.) to tons, use the Materials Conversion Worksheet provided.

To avoid delays in obtaining your Building Permit:
• Submit your completed WMP with your permit application. • Allow 3-5 business days for WMP processing.
• Remember that your Building Permit application is deemed incomplete without an approved WMP. Building Permits will not be issued prior to WMP approval.

Step 1 - Complete and Submit a WMP
If your submitted WMP indicates that less than 75% of the C&D debris will be reused or recycled, you may need to provide additional information (in writing) explaining why the 75% requirement cannot be met. For example, written verification of hazardous materials contamination is required if stated as the reason for not meeting the City's waste reduction and recycling requirements.

Where to Submit Forms: Submit completed WMP at the Building Permit Counter, 910 Calle Negocio. Keep a copy for your records.

Who Should Fill Out the WMP: The Applicant (e.g., architect, contractor, owner, etc.) is ultimately responsible for submitting a completed WMP with their Building Permit application.

The WMP can be filled out by whoever is knowledgeable about the types and quantities of debris that will be generated from the project. If you need help, ask the contractor, subcontractor, or estimator for assistance.

Subcontractor Participation: If subcontractors are required to remove debris from the job site, they can play a key role in helping you meet the City's recycling requirements. Inform subcontractors of your waste reduction and recycling program and what is required of them early in 109
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City of San Clemente Page 3
the project. The applicant must provide documentation for any materials subcontractors are hauling.

Documentation must include types, quantities, weights and destination of materials. It must also specify amount salvaged and/or recycled. We strongly recommend including specifications or other language for recycling and/or reuse in your contracts. Informing your sub-contractors of your requirements up front helps eliminate confusion later.

Review Process: The WMP Form will be reviewed to ensure that it is complete and accurate. City staff will review the WMP to determine if the applicant's estimates for quantities of materials generated and overall plan for reducing waste by 75% or greater are realistic.

If the WMP is not acceptable (e.g., the form is incomplete, the calculations are unrealistic, etc.) the applicant will be contacted and advised of needed changes. A HOLD WILL BE PLACED ON ISSUANCE OF THE PERMIT once the applicant has been notified by phone or fax of necessary revisions. The hold remains effective until the identified issue(s) has been addressed and the WMP is approved. The review process for a properly completed WMP is 3 to 5 business days.

Step 2 - Gather Data for Your RSR
After your Building Permit is issued and you are ready to begin work, you will need to begin recording information for your RSR. Unlike the WMP, which is an estimate, the RSR documents your actual tonnages. You are required to keep all weight tags, gate receipts, and/or invoices necessary to document actual quantities of materials generated, reused, recycled, and/or disposed of throughout the project, as well as facilities or service providers used.

It is your responsibility to obtain written receipts from subcontractors and other parties removing debris from your site. Notify subcontractors/hauler(s) of this requirement before work begins.

Important: The City may review weight tags or other related documents at any point in the project.

Step 3 - Complete and Submit Your RSR
A completed RSR must be submitted to the City within 60 days of completion. The RSR is similar to the WMP, except that it indicates actual quantities and destinations of materials rather than estimates. Quantities must be verifiable, based on weight tags or other sufficient documents. If less than 75% of the C&D debris from the project was diverted from landfill disposal, you must submit documentation with your RSR demonstrating that a "good faith" effort was made to achieve the 75% waste reduction goal. Documentation must specify, in detail, the reasons why you could not meet the City's requirement.

Due Date: RSR’s are due within 60 days of completion. They must be submitted to the Environmental Programs at 910 Calle Negocio, San Clemente, 92673. Be sure to keep a copy for your records.

Review Process: The RSR will be reviewed to determine if the applicant met or exceeded the goals for reuse and recycling stated in their WMP.
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City of San Clemente Page 4
Rules for Transporting C&D Debris
Q. Who can transport construction and demolition debris in the City of San Clemente? A. It is unlawful for any person other than the City's licensed franchised solid waste collector to collect or haul any solid waste or construction and demolition debris within the City except:
i) Solid waste otherwise within the scope of the Franchise which is transported to an appropriate disposal facility by a resident of the premises upon which the solid waste was generated (includes any contractor of such resident that owns their own dumpster and is on-site throughout the job and is the generator of the debris); ii) Waste material otherwise within the scope of the Franchise which is transported to an appropriate disposal facility by an officer or full time, permanent employee of the commercial, construction or industrial enterprise that generated the waste (includes any contractor of such resident that owns their own dumpster and is on-site throughout the job and is the generator of the debris);
iii) The sale or donation of Recyclable Material or compostable material other than to contractor; provided, however, to the extent permitted by law, a reduction or discount in price for the collection, transportation or processing of such materials shall not be considered a sale or donation;
iv) Waste material or Recyclable Material otherwise within the scope of the Franchise which is collected or transported to a disposal or recycling facility by City employees in the course and scope of their employment with the City;
v) The collection, transportation or disposal of hazardous, bio-hazardous, untreated medical waste, or infectious waste which is transported to an appropriate disposal facility by any person or entity properly licensed and/or certified to collect, transport and dispose of such materials; vi) The collection, transportation, and disposal of clippings, cuttings, yard waste and related solid waste by a gardener, or landscaper, as part of the gardening or landscaping services they provide, provided that such waste is taken to a legal place of composting, diversion, or disposal.
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City of San Clemente Page 5
Waste Management Plan (WMP) Fee Schedule
Performance Security Deposit and Administrative Fees
C&D Recycling Performance Security Deposit.

The Applicant for any Covered Project shall submit with the Waste Management Plan a refundable C&D Performance Security Deposit. The amount of the C&D Performance Security Deposit shall be as follows:

A. For each application for a building permit for re-roofing with tear-off of the existing roof, a loft remodel and/or projects with dirt removal, the C&D Performance Security Deposit shall be $250.

B. For each application for a building permit for a Renovation consisting of alteration, remodel, or modification (except for additions, which are addressed in paragraph C below) of a residential or commercial structure, the C&D Performance Security Deposit shall be $500.00.

C. For each application for a building permit for a Renovation that consists of an addition to an existing residential or commercial structure, the C&D Performance Security Deposit shall be $750.00.

D. For each application for a building permit for new Construction of a residential or commercial structure, the C&D Performance Security Deposit shall be $1,000.

E. For each application for a building permit for the Demolition of a residential or commercial structure, the C&D Performance Security Deposit shall be $1,000.

F. For each application for a City-sponsored Project, regardless of size, the C&D Performance Security Deposit shall be $1,000.00.

Note: Failure to submit your Recycling Summary Report within 60 days of project completion will result in forfeiting your security deposit.

Administrative Fee.

Prior to the City's issuance of any permit for a Covered Project, the Applicant shall pay to the City a $60.00 non-refundable fee for processing the Applicant's Waste Management Plan. 112

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City of San Clemente/Environmental Programs
380 Ave. Pico, #N
San Clemente, CA 92672
Phone (949) 498-9436 / Fax (949) 361-8234
[email protected]
CR&R, Inc. (877) 728-0446

DO NOT LANDFILL CONSTRUCTION DEBRIS
Local Landfill Does Not Recycle Construction Debris
Waste Management Plan (WMP)
Complete and submit the following information with each application for a building permit.

Owner Name Owner Phone No.

Owner Address
Contractor Name Contractor Phone No.

Contractor Address
Project Address
Description of Project
Anticipated materials removed from project
Estimated volume or weight of each material type
Estimated volume or weight of material that can feasibly be recycled or reused Location where material will be recycled
(Please note the local Prima Deshecha landfill is NOT a recycling center, please do not list it as your recycling center) Please do not landfill construction debris
most materials are recyclable but if it’s not
a recyclable, name of landfilled used
I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining and or providing information, I believe that the information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and or imprisonment.

SIGNED: DATE:

Contractor
Property Owner
Once the project is finaled, please complete the Recycling Summary and submit with your recycling trip tickets to Environmental Programs at 380 Ave. Pico, #N San Clemente, CA 92672 or fax to (949) 361-8234. Failure to submit your Recycling Summary Report within 60 days of project completion will result in forfeiting your deposit. 115

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APPENDIX 3

CONSTRUCTION DETAILS
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JOB: MARINE SAFETY BUILDING

CITY OF SAN CLEMENTE, CA
Duncan

CONCRETE PILE CAP BEAM REPAIR REQUIREMENTS
rmg

THE PILE CAP BEAMS INDICATED IN THESE REPAIRS DO NOT REQUIRE SHORING TO PERFORM THIS WORK. DO NOT DEMOLISH ANY SOUND CONCRETE OVER ANY SUPPORT COLUMNS. EXCEPTION - WEAK CONCRETE MAY BE REMOVED TO A DEPTH NO GREATER THAN 3" IN FROM THE PERIMETER EDGE OF THE TYPICAL 16" DIAMETER COLUMN OR 4" IN FROM THE EDGE OF THE 20" DIAMETER JACKETED COLUMNS
1) PROVIDE A 1" DEEP SAWCUT ALONG THE PERIMETER OF THE REPAIR AREAS. THE TOP OUTSIDE SAWCUT IS TYPICALLY AT THE BOTTOM EDGE OF THE DRIP SCREED. 2) INST ALL CONTAINMENT TARPING FOR PUBLIC SAFETY AND TO CONTAIN ALL CONCRETE

DEBRIS BETWEEN THE SEAWALL AND THE BUILDING, OR BENEATH THE BUILDING, WHERE IT CAN EASILY BE COLLECTED FOR DISPOSAL. NO DEBRIS IS ALLOWED TO ENTER THE BEACH AREA BEYOND THE SEAWALL.
3) REMOVE LOOSE AND WEAK CONCRETE USING LIGHT HAND-HELD TOOLS SO THE EQUIPMENT ENERGY DOES NOT CREATE NEW DAMAGE.
4) THE REMAINING CONCRETE INTERFACE SHALL BE A ROUCH CLEAN EXPOSED AGGREGATE SURFACE WITH A MINIMUM 1/16" AMPLITUDE. ROUGHEN ANY SMOOTH CUT SURFACES WITH A NEEDLE GUN OR SIMILAR EQUIPMENT.
5) WHERE MORE THAN HALF OF THE SURFACE OF A REINFORCING BAR IS EXPOSED, THE DEMOLITION SHALL EXTEND A MINIMUM OF¾" BEHIND THAT BAR SO THAT THE BAR CAN BE CLEANED AND REPAIR MORTAR CAN BE INSTALLED BEHIND THE BAR. 6) LEGALLY DISPOSE OF ALL CONCRETE AND REINFORCING DEBRIS CREATED BY

DEMOLITON ACTIVITES AND DISPOSE OF THE EXISTING CONCRETE DEBRIS WHICH HAS

ALREADY FALLEN OFF THESE BEAMS AND IS LYING BELOW THE SUBJECT REPAIR LOCATONS.
7) TO EASE DEMOLITION AND REPAIR EFFORT THE CONTRACTOR MAY CUT-OFF AND

REMOVE THE EXPOSED DETERIORATED BOTTOM BARS WHERE THE REPAIR SCHEDULE INDICATES REPLACEMENT BOTTOM BARS WILL BE INSTALLED. THE EXISTING TIES MAY

ALSO BE CUT-OFF AND REMOVED AT LOCATIONS WHERE THE REPAIR SCHEDULE

INDICATES THAT REPLACEMENT TIES WILL BE INSTALLED
8) MECHANICALLY CLEAN ALL REINFORCEMENT TO REMAIN. REMOVE ALL RUST USING ABRASIVE MEDIA BLASTING AND OR ELECTRIC ROTARY BRUSHING TOOLS. 9) APPLY "SIKA ARMATEC 110 EPCOM" TO THE EXPOSED REMAINING REINFORCING PER THE MANUFACTURES INSTRUCTIONS.
10) DRILL AND INSTALL THE REPLACEMENT EXPOXY ANCHORED REINFORCING. THE

SPECIAL INSPECTOR SHALL INSPECT THE CLEANLINESS & DEPTH OF THE HOLES AND

PROVIDE FULL TIME OBSERVATION DURING THE INSTALLATION OF THE EPOXY SET REINFORCING.
11) PRESSURE WASH (250 PSI MIN.) THE CONCRETE REPAIR INTERFACE SURFACES TO

REMOVE ALL DUST AND DELITERIOUS MATERIALS WHICH MAY WEAKEN THE BOND OF 1 123
JOB: MARINE SAFETY BUILDING

CITY OF SAN CLEMENTE, CA
Duncan ng1n ermg
THE NEW REPAIR MATERIALS. THE SURFACE SHALL BE SATURATED SURFACE DRY (SSD) WITH NO STANDING WATER DURING THE APPLICATION OF THE BONDING AGENT. 12) THE SPECIAL INSPECTOR, OR APPOINTED CITY REPRESENTATIVE, SHALL INSPECT THE PREPARATION OF THE REPAIR AREAS PRIOR TO APPLICATION OF THE BONDING AGENT. 13) THE SPECIAL INSPECTOR SHALL PROVIDE FULL-TIME OBSERVATON OF THE MIXING AND PLACEMENT OF THE BONDING AGENT AND THE REPAIR MORTAR.
14) THE CONTRACTOR MAY SCRUB EITHER "SIKADUR 32 HI-MOD LPL" OR A SKIM COAT OF

THE REPAIR MORTAR AS A BONDING AGENT INTO THE CONCRETE INTERFACE A FEW MINUTES PRIOR TO THE APPLICATION OF THE REPAIR MORTAR. CAREFULLY SCRUB TO

WORK THE BONDING AGENT INTO ALL SURFACE IRREGULARITES AND ON ALL SIDES OF ALL EXSITING AND NEW REINFORCING BARS.
15) WHILE THE BONDING AGENT IS STILL DAMP, MIX AND APPLY THE REPAIR MORTAR "SIKATOP 123 PLUS" PER THE MANUFACTURES INSTRUCTIONS. FILL THE REPAIR AREA

FROM THE EDGES TOWARDS THE CENTER, CONSOLIDATING AS YOU PROGRESS, TO FILL ALL PORES, VOIDS AND SPACES BEHIND REINFORCING. DO NOT EXCEED THE

MAXIMUM THICKNESS RECOMMENDED BY THE MANUFACTURE OR WHICH WILL REMAIN ATTACHED WITHOUT SAG OR DELAMINATION FROM THE SUBSTRATE. 16) IN MOST REPAIR AREAS THE MORTAR WILL NEED TO BE APPLIED IN MULTIPLE LAYERS DUE TO THE WEIGHT AND THICKNESS OF THE REPAIR MATERIAL. AT THOSE LOCATIONS

SCORE THE SURFACE OF THE PRIOR LA YER WITH A ROUGH SCRATCH TROWEL FINISH SO THE NEW MATERIAL WILL ADHERE AND BOND. ALLOW TIME FOR THE PRIOR LAYER TO ACHIEVE A "FIRST SET", 30 MINUTES MINIMUM, BETWEEN APPLICATION OF LAYERS

UNTILTHE PRIOR LAYER CAN SUPPORT THE WEIGHT OF THE NEW LAYER WITHOUT SAG OR DEBONDING. REMEMBER TO SATURATE THE PRIOR LAYER TO AN "SOS" CONDITION

AND TO SCRUB THE ENTIRE INTERFACE SURFACE WITH NEW MORTAR WHEN YOU START EACH NEW LAYER.
17) INSTALL ALL REPAIR MORTAR IN EACH LETTERED REPAIR AREA WITHIN THE SAME WORK DAY SO THAT CURING IS NOT A CONCERN BETWEEN APPLICATON OF LAYERS. 18) WITHIN 24 HOURS OF COMPLETION OF A REPAIR AREA APPLY A WATER BASED COATING

OF CURING COMPOUND TO THE FINSISH SURFACE PER THE MANUFACTURES INSTRUCTIONS. INSTALL SHADING MATERIAL OVER THE FRESH MORTAR SURFACES SO THAT THEY ARE NOT EXPOSED TO DIRECT SUNLIGHT FOR THE FIRST 72 HOURS AFTER INSTALLATON.
19) AFTER THE MORTAR REPAIRS HAVE CURED A MINIMUM OF 28 DAYS, PAINT THE

EXTERIOR SURFACES WHICH ARE VISIBLE TO THE PUBLIC WITH ONE COAT OF EXTERIOR CONCRETE PAINT. COLOR MATCH THE EXISTING BUILDING FINISH. 20) IF ANY SIGNAGE WAS REMOVED TO PERFORM THE WORK THEN THE CONTRACTOR

SHALL PRESERVE THE SIGNAGE AND REINSTALL IT WITH CORROSION RESISTANT (STAINLESS STEEL, NYLON TIES OR CERAMIC COATED FASTENERS) WHEN THE L COMPLETE. ~cl<\,. DU~
2 <f. (F ~ r~ , r ~ II.I _.; •• ~ ..
t-: ~ .,,,. ~~,, ..J ~ ~(a ~p- ~ ;e
i!) ~ :o..!J:' , ~o- -,~~o a . =-"'~fMV ~
' s rATE O~"
124
JOB: MARINE SAFETY BUILDING
CITY OF SAN CLEMENTE, CA Duncan . . ng1neenng
CONCRETE PILE CAP BEAM· REPAIR SCHEDUL OCT 2023
LEGEND
W = Width of Bottom Repair
D = Depth of Bottom Repair
L= Length of Bottom Repair
H1 = Height of Lower Exterior Face Repair
D1 = Depth of Lower Exterior Face Repair
L 1 = Length of Lower Exterior Face Repair
H2 = Height of Upper Exterior Face Repair
D2 = Depth of Upper Exterior Face Repair
L2 = Length of Upper Exterior Face Repair
Repair Beam Bottom
Location w D L
A 20" 6" 8'-2"
B 18" 6" 7'-8"
C 18" 6" 7'-8"
D 18" 6" 7'-6"
E 18" 6" 5'-0"
F 18" 6" 6'-0"
G 18" 6" 6'-1"
H 18" 6" 6'-10"
I 18" 6" 6'-1"
J 16" 5" 4'-0"
Replace Reinforcing Lower Exterior Face Upper Exterior Face Bot Bars Ties H1 D1 LI H2 D2 L2
(3) - #6 #3@8" 12" 6" 9'-2" 12" 4" 9'-2"
(3) - #6 #3@8" 12" 6" 9'-0" 13" 4" 9'-0"
(3) - #6 #3@8" 12" 6" 8'-3" 14" 4" 8'-3"
(3) - #6 #3@8" 12" 6" 7'-6" 13" 4" 7'-6"
(3) - #6 #3@8" 12" 6" 5'-6" 13" 4" 5'-6"
(3) - #6 #3@8" 12" 6" 7'-4" 15" 4" 7'-4"
(3) - #6 #3@8" 12" 6" 7'-0" 16" 4" 7'-0"
(3) - #6 #3@8" 12" 6" 7'-2" 16" 4" 7'-2"
(3) - #6 #3@8" 12" 6" 7'-2" 16" 4" 7'-2"
No No No Repair No Repair
Repair Material Quantity 92.4 Cubic Feet
APPENDIX 4

MATERIAL SPECIFICATIONS
125
Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022

PRODUCT DATA SHEET
SikaTop®-123 Plus
Two-component, polymer-modified, cementitious, non-sag mortar plus Sika FerroGard® 901 penetrating corrosion inhibitor

PRODUCT DESCRIPTION
SikaTop®-123 Plus is a two-component, polymermodified, Portland cement-based, fast-setting, non-sag mortar. It is a high performance repair mortar for
vertical and overhead surfaces and offers the additional benefit of Sika FerroGard® 901, a penetrating corrosion inhibitor included in its formulation.

USES
On grade, above and below grade on concrete and
mortar.
▪
▪ On vertical and overhead surfaces.

As a structural repair material for parking structures, industrial plants, walkways, bridges, tunnels, dams and ramps.
▪
▪ Approved for repairs over cathodic protection systems

CHARACTERISTICS / ADVANTAGES
Extremely low shrinkage proven by four industry
standard test methods.
▪
▪ High compressive and flexural strengths.

Increased freeze/thaw durability and resistance to
deicing salts.
▪
Increased density - improved carbon dioxide resistance
(carbonation) without adversely affecting water vapor
transmission (not a vapor barrier).
▪
Enhanced with Sika FerroGard® 901, a penetrating
corrosion inhibitor - reduces corrosion even in the
adjacent concrete.
▪
Compatible with coefficient of thermal expansion of
concrete - Passes ASTM C 884.
▪

APPROVALS / STANDARDS
▪ USDA certifiable for incidental food contact
ANSI/NSF Standard 61 potable water approved
compliant.
▪
Tested per ICRI Guidline NO. 320.3R for inorganic
repair material data sheet protocol
▪

PRODUCT INFORMATION
Packaging Component A 1 gal (3.68 L) jug - 4/carton
Component B 44 lb. (20 kg) bag
Appearance / Color Gray powder
Shelf Life 12 months from date of production if stored properly in original, unopened and undamaged sealed packaging
Storage Conditions Store dry at 40–95 °F (4–35 °C).
1 / 6 126

BUILDING TRUST
Protect Component ‘B’ from moisture. If damp, discard material Protect Component ‘A’ from freezing. If frozen, discard.

Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022
2 / 6 127 BUILDINC TRUST

TECHNICAL INFORMATION
Compressive Strength 1 day 3,000 psi (20.7 MPa)
7 days 4,000 psi (27.6 MPa)
28 days 6,000 psi (41.4 MPa)
(ASTM C-109)
73 °F (23 °C)
50 % R.H.

Modulus of Elasticity in Compression 2.94 x 106 psi (ASTM C-469) Flexural Strength 28 days 1,500 psi (10.3 MPa) (ASTM C-293) 73 °F (23 °C)
50 % R.H.

Splitting tensile strength 28 days 900 psi (6.2 MPa) (ASTM C-496) 73 °F (23 °C)
50 % R.H.

Tensile Adhesion Strength 28 days 2,000 psi (13.8 MPa) (ASTM C-882 modified)
* Mortar scrubbed into substrate at 73 °F (23 °C) and 50 % R.H.

Pull-Out Resistance 28 days 500 psi (3.4 MPa)
Substrate failure
(ASTM C-1583)
Shrinkage 28 days 1x1x11-1/4’’
specimen

0.05 %
28 days 3x3x11-1/4’’
specimen

0.038 %
(ASTM C-157,
mod. ICRI 320.3R)
Ring test > 70 days
Average Max Strain - 36 μstrain
Average Stress Strain 4.92 psi/day
Potential for Cracking Low
(ASTM C-1581)
Baenziger block 90 days No cracking
Freeze-Thaw Stability 300 cycles 98 % (ASTM C-666)
Rapid Chloride Permeability 28 days < 500 C (ASTM C-1202 AASHTO T-277)

APPLICATION INFORMATION
Fresh mortar density 132 lb/ft3 (2.2 kg/l) (ASTM C-138) Coverage 0.39 ft3 (0.01 m3) per bag
(Coverage figures do not include allowance for surface profile and porosity or material waste) Layer Thickness Min. Max.
1/8 " (3 mm) 1.5" (38 mm)
Product Temperature 65–75 °F (18–24 °C)
Ambient Air Temperature > 45 °F (7 °C)
Substrate Temperature > 45 °F (7 °C)
Set Time 15 - 40 min. (ASTM C-266)
Final set time < 60 min. (ASTM C-266)
Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022
3 / 6 128 BUILDINC TRUST
Finishing time 20–60 minutes
Note: All times start after adding Component ‘B’ to Component ‘A’ and are highly affected by temperature, relative humidity, substrate temperature, wind, sun and other job site conditions.

BASIS OF PRODUCT DATA
Results may differ based upon statistical variations
depending upon mixing methods and equipment,
temperature, application methods, test methods, actual
site conditions and curing conditions.

ENVIRONMENTAL, HEALTH AND SAFETY
For further information and advice regarding
transportation, handling, storage and disposal of
chemical products, user should refer to the actual Safety Data Sheets containing physical, environmental,
toxicological and other safety related data. User must
read the current actual Safety Data Sheets before using any products. In case of an emergency, call CHEMTREC
at 1-800-424-9300, International 703-527-3887.

DIRECTIVE 2004/42/CE - LIMITATION OF EMISSIONS OF
VOC
0 g/l (EPA method 24)

LIMITATIONS
▪ Do not use solvent-based curing compound.

Size, shape and depth of repair must be carefully
considered and consistent with practices
recommended by ACI or ICRI.
▪
For additional information on substrate preparation,
refer to ICRI Guideline No. 310.2R.
▪
If aggressive means of substrate preparation is
employed, substrate strength should be tested in
accordance with ACI 503 Appendix A prior to the repair
application.
▪
As with all cement based materials, avoid contact with
aluminum to prevent adverse chemical reaction and
possible product failure. Insulate potential areas of
contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy such as Sikadur® 32, Hi-Mod.
▪

APPLICATION INSTRUCTIONS

SURFACE PREPARATION
Surface preparation
Surface must be clean and sound. Remove all
deteriorated concrete, dirt, oil, grease, and other
bond-inhibiting materials from the area to be repaired. ▪
Be sure repair area is not less than 1/8" (3 mm) in
depth.
▪
Preparation work should be done by high pressure
water blast, scabbler or other appropriate mechanical
means to obtain an exposed aggregate surface profile
of ±1/16" (1.6 mm) (CSP-5).
▪
To ensure optimum repair results, the effectiveness of
decontamination and preparation should be assessed
by a pull-off test.
▪
Saw cutting of edges is preferred and a dovetail is
recommended.
▪
Substrate should be Saturated Surface Dry (SSD) with
clean water prior to application. No standing water
should remain during application.
▪
Priming
Reinforcing steel: Steel reinforcement should be
thoroughly prepared by mechanical cleaning to remove
all traces of rust. Where corrosion has occurred due to the presence of chlorides, the steel should be high
pressure washed with clean water after mechanical
cleaning. For priming of reinforcing steel use Sika®
Armatec® 110 EpoCem (consult PDS).
▪
Concrete Substrate:
▪ Prime the prepared substrate with a brush or sprayed
▪
Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022
4 / 6 129 BUILDINC TRUST
applied coat of Sika® Armatec® 110 EpoCem (consult
PDS).

Alternately, a scrub coat of SikaTop®-123 Plus can be
applied prior to placement of the mortar. The repair
mortar has to be applied into the wet scrub coat before it dries.
▪
MIXING
▪ Pour Component ‘A’ into mixing container.
▪ Add Component ‘B’ while mixing continuously.

Mix mechanically with a low-speed drill (400–600 rpm)
and mixing paddle or mortar mixer.
▪
▪ Mix to a uniform consistency, maximum 3 minutes.

Manual mixing can be tolerated only for less than a full unit. Thorough mixing and proper proportioning of the
two components is necessary.
▪

APPLICATION
SikaTop®-123 Plus must be scrubbed into the
substrate, filling all pores and voids.
▪
Force material against edge of repair, working toward
center.
▪
▪ After filling repair, consolidate, then screed.
▪ Material may be applied in multiple lifts.

Multiple lifts
Where multiple lifts are required score top surface of
each lift to produce a roughened surface for next lift. ▪
Allow preceding lift to reach initial set, 30 minutes
minimum, before applying fresh material.
▪
Substrate should be Saturated Surface Dry (SSD) with
clean water prior to application. No standing water
should remain during application.
▪
▪ Scrub fresh mortar into preceding lift.

Allow mortar or concrete to set to desired stiffness,
then finish with wood or sponge float for a smooth
surface.
▪

CURING TREATMENT
As per ACI recommendations for Portland cement
concrete, curing is required.
▪
Moist cure with wet burlap and polyethylene, a fine
mist of water or a water based* compatible curing
compound (ASTM C-309).
▪
Curing compounds adversely affect the adhesion of
following lifts of mortar, leveling mortar or protective coatings.
▪
Moist curing should commence immediately after
finishing.
▪
Protect freshly applied mortar from direct sunlight,
wind, rain and frost.
▪
* Pretesting of curing compound is recommended.

OTHER RESTRICTIONS
See Legal Disclaimer.

LEGAL DISCLAIMER
• KEEP CONTAINER TIGHTLY CLOSED
• KEEP OUT OF REACH OF CHILDREN
• NOT FOR INTERNAL CONSUMPTION
• FOR INDUSTRIAL USE ONLY
• FOR PROFESSIONAL USE ONLY
Prior to each use of any product of Sika Corporation, its subsidiaries or affiliates (“SIKA”), the user must always Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022
5 / 6 130 BUILDINC TRUST
read and follow the warnings and instructions on the
product’s most current product label, Product Data
Sheet and Safety Data Sheet which are available at
usa.sika.com or by calling SIKA’s Technical Service
Department at 1-800-933-7452. Nothing contained in
any SIKA literature or materials relieves the user of the obligation to read and follow the warnings and
instructions for each SIKA product as set forth in the
current product label, Product Data Sheet and Safety
Data Sheet prior to use of the SIKA product.

SIKA warrants this product for one year from date of
installation to be free from manufacturing defects and
to meet the technical properties on the current Product Data Sheet if used as directed within the product’s shelf life. User determines suitability of product for intended use and assumes all risks. User’s and/or buyer’s sole
remedy shall be limited to the purchase price or
replacement of this product exclusive of any labor costs.

NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL

APPLY INCLUDING ANY WARRANTY OF

MERCHANTABILITY OR FITNESS FOR A PARTICULAR
PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL
THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES.

SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS

PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT

OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD
BY OTHERS.

Sale of SIKA products are subject to the Terms and
Conditions of Sale which are available at
https://usa.sika.com/en/group/SikaCorp/termsandconditions.html or by calling 1-800-933-7452.

Sika Corporation
201 Polito Avenue
Lyndhurst, NJ 07071
Phone: +1-800-933-7452
Fax: +1-201-933-6225
usa.sika.com
Sika Mexicana S.A. de C.V.

Carretera Libre Celaya Km. 8.5
Fracc. Industrial Balvanera
Corregidora, Queretaro
C.P. 76920
Phone: 52 442 2385800
Fax: 52 442 2250537
SikaTop-123Plus-en-US-(11-2020)-1-3.pdf
Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022
6 / 6 131 BUILDING TRUST
APPENDIX 5

AVAILABLE RECORD

DRAWINGS
(For Information Only)
132

FOR INFORMATION ONLY
133
@
North
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•

VICINITY MAP

SHEET INDEX
1 G-001 TITLE SHEET
2 S-001 STRUCTURAL NOTES
3 S-002 lYPICAL DETAILS & BMP's
4 5-003 CONSTRUCTION STAGING PLAN
5 S-101 BULKHEAD DEMOLITION PLAN 6 S-102 BULKHEAD & SLOPE PROTECTION PLAN 7 S-501 BULKHEAD DETAILS

AGENCY INDEX
AT&T {714) 618-9141
CONTACT : CARL JOHNSON SAN DIEGO GAS &: ELECTRIC {949) 361-8080 CONTACT : STEVE CAMPBELL SO. CALIF. GAS COMPANY {714) 6J4-3061 COX COMMUNICATIONS (949) 546-2818 CONTACT : LESLIE BRIESCH
CITY OF SAN CLEMENTE (949) 361-8253
WATER &; SEWER OEPTS.

CONTACT : LARRY BROTMAN

DIGALERT
CallTollFtH
1-800-227-2600
2 Wooing Days Before You Dig
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ti THE SP(tw. lliE C0"1llACTOII SKll.l TAKE
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DNMGESUCHr-"CllllltsORMtRFtRtWITNTKl~stJMCt.

BEFOR£EXCW.,,TIIIO.TI£COIITRACTORSHAU.VERfYTI£

1.0C,O,TIONOFUNDERGROUNDUTI.JTIESIITCONT-"CTNG
UNOERGROI.N)S£1MCEM.EJIT"T1(II00)227-2eoCI,

CITY OF SAN CLEMENTE

MARINE SAFETY BUILDING

BULKHEAD REPAIRS
PROJECT No. 16530
PROJECT ADDRESS: PROJECT OWNER·
620 AVENIDA DEL MAR CITY OF SAN CLEMENTE SAN CLEMENTE, CA 92672 ~ji CONTACT: AMIR K. ILKHANIPOUR, PE 9 10 CALLE NEGOCIO, SUITE 100
STRUCTURAL ENGINEER:

ERIC S. NEWMAN, SE

TRANSYSTEMS CORPORATION
SAN CLEMENTE, CA 92672
(949) 361-6140
6 HUTTON CENTRE DRIVE, SUITE 1250
SANTA ANA, CA 92707
(7 14) 708-6890 May 2019

ACCEPTANCE OF PLANS/SPECIFICATIONS
THE: CITY Of $All C\.£lil0(1t MPU1 N:C["7S MSC l'UoH$/$P(0f1tAJIONS rOR CQNStAUC1'ION. .,., ICN; IN QCNCIW. 00MPlMC( MTN N'PUCAIIILC 'STATVU, CODCS,SlNIOAiAOSOftGUIIXlJNtS.~rotClCIIPl..[ll)f[AHO
~Ol'1'11CPlNIS/'Sl'(ant4.tl0NSNfORQAltOOCSICMS,,N#O
C0Hf'Ofl.\WtCf: TO STATUtS, COCCS. SVH:WIOS Cit OUIOt1MS, illt$IO£$ wrTH nc OICINCOt AHO flRM Of RCCORO,
~fr/, csi&io ANO 0,1,TtO e,ST.W,

MARINE SAFETY BUILDING

PACIFIC OCEAN

SITE PLAN
SCALE, ~• • 1 '-o•
@
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LOCATION MAP

PROJECT BULKHEAD
,o·
1/8" • 1·-0·
RECORD

DRAWINGS
2-24-2021
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6 HUTTON CENTRE ORNE SUITE1250 SANTAANA.CAB2707
(71•)708-e890
MARINE SAFETY BUILDING BULKHEAD REPAIRS G-001 Cl::'.'.
- ~ -L.~ ~slrr 1\~I ProJectNo. 16530 s,m 1 <(
R E v I s I o N s I ,___ l R_E_ F_ E_ R_E_ N_ C_ E_ s ---<I w-VCJR"'q•~~::tlf!~~ I CITY OF SAN CLEMENTE or 7 BY: I APP'VO:

FOR INFORMATION ONLY
134

STRUCTURAL NOTES
A. GENERAL C. DESIGN !;;RITERIA E. SPECIAL INSPECTION REQUIREMENTS G. STEEL SHEET PILES

1. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER 1. DESIGN CODES: 1. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 2016 1. STEEL SHEET PILING S1-W...L BE HOT-ROLLED STEEL THESE GENERAL NOTES ANO TYPICAL DETAILS. TYPICAL DETAILS SHALL BE USED a. 2016 CALIFORNIA BUILDING CODE (CBC) CBC FOR CONCRETE & SHEET PILE CONSTRUCTION. SECTIONS CONFORMING TO ASTM A572, GRADE 50 YIELD WHENEVER APPLICABLE. b. ASCE 7-10 2. REFER TO THE MATERIAL SPECIFIC TABLES FOR ACTIVITY STRENGTH. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE c. ACI 318-14 INSPECTION AND FREQUENCY. 2. VIBRATE SHEET PILES TO BEDROCK DEPTH, THEN DRIVE CONDITIONS BEFORE STARTING WORK, ANO SHALL RESOLVE CONFLICTS ON THE 2. DESIGN LIFE: TO 3'-0" MINIMUM EMBEDMENT INTO BEDROCK. PLANS WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. IN NO a. 10 YEAR DESIGN LIFE PRIOR TO BUILDING REPLACEMENT. 3. SUBMIT PILE DRIVING RECORDS TO ENGINEER WHICH CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON 3. BULKHEAD DESIGN PARAMETERS: F. STRUCTURAL OBSERVATIONS INCLUDE PILE DIMENSIONS, TOP AND BOTTOM THE STRUCTURAL DRAWINGS. a. COASTAL ENGINEERING ANALYSIS FOR MARINE SAFETY INSTALLATION ELEVATIONS, TYPE AND SIZE OF HAMMER 3. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BUILDING BY COASTAL FRONTIERS CORPORATION DATED 1. STRUCTURAL OBSERVATION SHALL BE PROVIDED FOR BULKHEAD AND NUMBER OF BLOWS PER FOOT OF PENETRATION. BE THE SAME AS FOR OTHER SIMILAR WORK. JANUARY 2004, INCLUDING 30 YEAR SEA LEVEL RISE CONSTRUCTION. CONTACT ENGINEER A MINIMUM OF 48 HOURS IN 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE (2034). ADVANCE OF PERFORMANCE OF WORK TO BE OBSERVED. AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION.

5. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN FOOTINGS, NOR b. DESIGN WALL HEIGHT = + 12.75' MLLW o. OBSERVE INSTALLED TOPS OF STEEL SHEET PILES & SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. THE c. SHEET PILE EMBEDMENT = 3' INTO BEDROCK REINFORCING FOR CONCRETE CAP & WEEP DRAIN PIPES CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY d. DESIGN WATER LEVEL = +6.7' MLLW PRIOR TO PLACING CONCRETE. WAVE LOADING ON BULKHEAD ADDITIONAL PIPES, DUCTS, ETC. e. SIGNIFICANT WAVE HEIGHT = +13.7' MLLW

6. All MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF f. POST STORM BEACH LEVEL - +4.0' MLLW ABBREVIATIONS THE 2016 CALIFORNIA BUILDING CODE (CBC). g. WAVE LOADING: SEE DIAGRAM 0 AT M. BOLT MACHINE BOLT 7. THE CONTRACTOR SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR ALL A. BOLT ANCHOR BOLT MECH., MECH'L MECHANICAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, ANO APPROX. APPROXIMATE MFR MANUFACTURER EL. +12.75' ..., JOB SITE SAFETY. D. TIDAL INFORMATION ARCH'L ARCHITECT/ARCHITECTURAL MIN. MINIMUM MLLW 8. EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS RELATING AWG AMERICAN WIRE GAUGE MIO. MIDDLE TO HIS WORK BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE NOAA STATION: 9410580, NEWPORT BEACH, CA AVG. AVERAGE ML IAUDUNE REPORTED TO THE CONTRACTOR IMMEDIATELY. FAILURE TO REPORT SUCH BLDG BUILDING MTL METAL EPOCH: 1983-2001 DATUM: MLLW BU<, BLK'G BLOCK, BLOCKING (N) NEW ii DISCREPANCIES INDICATES THE SUBCONTRACTOR'S ACCEPTANCE OF SUCH BM BEAM N.I.C. NOT IN CONTRACT ,; CONDITIONS. HAT: HIGHEST ASTRONOMICAL TIDE = 7.18' BOT. BOTTOM NO. NUMBER ""410 PSF
MHHW: MEAN HIGHER-HIGH WATER = 5.41' BRG. BEARING NOM. NOMINAL MHW: MEAN HIGH WATER = 4.68' C/C CENTER TO CENTER N.T.S. NOT TO SCALE " B. REINFORCED CONCRETE MSL: MEAN SEA LEVEL = 2.78' C.I.P. CAST-IN-PL.ACE o.c. ON CENTER C.J. CONSTRUCTION JOINT 0.0. OUTSIDE DIAMETER MLW: MEAN LOW WATER = 0.92' '1. CENTERLINE OPN'G OPENING 2800 PLF 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, NAVO 88 = 0.18' CL, CLR CLEAR OPP. OPPOSITE •sPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MLLW: MEAN LOWER-LOW WATER = 0 CMU CONCRETE W.SONR'Y UNIT OPT. OPTIONAL RESULTANT MODIFIED BY THESE NOTES. LAT: LOWEST ASTRONOMICAL TIDE = -1.92° CONC. CONCRETE PLATE CONN. CONNECTION PCC PORTI..AND CEMENT CONCRETE 1-- 2. CEMENT SHALL CONFORM TO ASTM C150, TYPE V. CONST. CONSTRUCTION PCF POUNDS PER CUBIC FOOT ,i 3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. CONT. CONTINUOUS PLY., PLYWO PLYWOOD

4. READY-MIX CONCRETE SHALL BE MIXED ANO DELIVERED IN ACCORDANCE WITH TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION Of CONCRETE CONSTRUCTION C.Y. CUBIC YARD PLF POUNDS PER LINEAR FOOT ASTM C94. REFERENCED IBC DEMO DEMOLISH & REMOVE PMPCM POLYMER MODIFIED PORTLAND 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC DIA..• DIAMETER CEMENT MORTAR STANDARD REFERENCI DIAG. OW,ONAL PSF POUNDS PER SQUARE FOOT FOLLOWS: 1. INSPECTION OF REINFORCING ACI 318: 3.5, DIM. DIMENSION PSI POUNDS PER SQUARE INCH BULKHEAD CAP: 5,000 PSI STEEL ANO PLACEMENT. --- X 7.1-7.7 1910.4 (E) EXISTING PT POST TENSIONING EL. +4.0' WALLS: " 404 PSF 5,000 PSI 2. INSPECTION OF BOLTS TO BE EA. EACH P.T. PRESSURE TREATED MLLW ARMOR MAT Fill: 3,000 PSI ACI 318: EA EACH FACE PVC POLY VINYL CHLORIDE PUMPABLE GROUT: 3,000 PSI INSTALLED IN CONCRETE PRIOR TO --- X 8.1.3, 1908.5, El. EUV. ELEVATION R&R REMOVE & REPLACE PMPCM: 7,000 PSI ANO DURING PLACEMENT Of 21.2.8 1909.1 El.EC. ELECTRICAL REINF. REINFORCEMENT

6. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES CONCRETE. EMBED. EMBEDMENT REQ'D REQUIRED

3. INSPECTION OF ANCHORS ACI 318: EO. EOUAL SCHED. SCHEDULE SHALL COMPLY WITH ASTM C494 & C1017 AND BE OF A TYPE THAT INCREASES POST-INSTALLED IN HARDENED --- X 3.8.6, 8.1.3, 1909.1 EQUIP. EQUIPMENT SHT SHEET THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE CONCRETE. 21.2.8 cs. EACH SIDE S.O.G. SLAB-ON-GRADE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE E.W. EACH WAY SPEC. SPECIAL USED). 4. VERIFYING USE OF REQUIRED ACI 318: 1904.2 EXIST. EXISTING S.S. STAINLESS STEEL --- X Ch.4, 1910.2, EXP. EXPANSION STA. STATION 7. WATER/CEMENT RATIO SHALL NOT EXCEED 0.40 FOR 5,000 PSI & 0.50 FOR 3,000 DESIGN MIX. 5.2-5.4 1910.3 FTG FOOTING ST1) STANDARD PSI CONCRETE. GA. GAGE/GAUGE sn. STEEL

8. MAXIMUM SLUMP SHALL BE 4 • BEFORE THE ADDITION OF ADMIXTURES. 5. AT THE TIME FRESH CONCRETE IS ASTM C 172 G.8., GR. BM GRADE BEAM STRUCT. STRUCTURAL 9. ENGINEER SHALL REVIEW AND APPROVE MIX DESIGNS BEFORE INSTALLATION. SAMPLED TO FABRICATE SPECIMENS GALV. GALVANIZED so. SQUARE 1 O. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60. All REBAR SHALL BE FOR STRENGTH TESTS, PERFORM X --- ASTM C 31 1910.10 G.S.M. GALVANIZED SHEET METAL TEMP. TEMPERATURE, TEMPORARY SLUMP AND DETERMINE THE ACI 318: H, HORIZ. HORIZONTAL lHK THICK EPOXY COATED CONFORMING TO ASTM A775. TEMPERATURE OF THE CONCRETE. 5.6, 5.8 HOPE HIGH DENSITY POL YETHEL YNE T.O.S. TOP OF SLAB 11. LAP SPLICES SHALL BE PER LAP SPLICE TABLE BELOW. HOR HEADER TS TUBE STEEL

12. REINFORCING DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH 1910.6. H.D.G. HOT DIPPED GALVANIZED ""· T'<PICAL THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE•, 6. INSPECTION OF CONCRETE AND ACI 318: 5.9. HT HEIGHT U.N.O. UNLESS NOTED OTHERWISE LATEST EDITION. SHOTCRETE PLACEMENT FOR X --- 5.10 1910.7, 1.0. INSIDE DIAMETER V. VERT. VERTICAL PROPER APPLICATION TECHNIQUES. 1910.8 INSP. INSPECTION V.I.F. VERIFY IN FlELO 13. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF COVER KSI KIPS PER SQUARE INCH w WIDTH FOR CAST-IN-PLACE CONCRETE (U.N.O.): 7. INSPECTION FOR MAINTENANCE OF --- ACI 318: 1910.9 LOC'S LOCATIONS W/ WITH A) CONCRETE DEPOSITED AGAINST EARTH OR EXPOSED TO SEA WATER: 3~ X MAX. MAXIMUM WWF WELDED WIRE FABRIC SPECIFIED CURING TEMPERATIJRE 5.11-5.13 W.P. WORKING POINT 14. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL ANO TECHNIQUES. W.P.J. WEAKENED PLANE JOINT

SECURED IN POSITION WITH WIRE POSITIONERS BEFORE PLACING CONCRETE OR GROUT. 8. INSPECT FORMWORK FOR SHAPE.
--- X ACI 318: 15. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., SHALL BE LOCATION ANO DIMENSIONS OF THE --- FORMED WITH A 3/4" CHAMFER, SLAB EDGES WITH CMU WALLS OR ADJACENT CONCRETE MEMBER BEING FORMED. 6.1.1 WALKS DO NOT REQUIRE CHAMFER.

TABLE 1705.7 REQUIRED VERIFICATION ANO INSPECTION Of DRIVEN DEEP FOUNDATION ELEMENTS

VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC
REINFORCING BAR LAP SPLICE I . VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY WITH THE X --- UNCOATED EPOXY-COATED REQUIREMENTS. BAR 2. DETERMINE CAPACmES OF TEST SIZE TOP OTHER TOP OTHER ELEMENTS AND CONDUCT ADDmONAL X --- BARS BARS LOAD TESTS. AS REQUIRED. #3 22" 17" 28" 2s· RECORD 3. OBSERVE DRIWNG OPERATIONS AND X --- H• 29" 22" 38" 33" MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT. DRAWINGS #5 36" 28" 47" 42" 2-24-2021 #6 43• 33• 57" 50" 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND SIZE ---#7 63" 49• 82" 73" OF HAMMER, RECORD NUMBER OF X I BLOWS PER FOOT Of PENETRATION, #8 72• 56" 94• 83" DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY. RECORD TIP #9 81" 63" 106" 94" AND BUTT ELEVATIONS AND DOCUMENT AH'( DAMAGE TO FOUNDATION ELEMENT .

GRADE 60 BARS, 5000 PSI CONC.

CLASS B LAP SPLICE .

I I I I ENGINEERING SCALE: AS SHOWN I DATE: STRUCTURAL NOTES DRAWING NO:

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:~ VI APPROXIMATE LI OF CONSTRUCTli~TS 1= . TEMPORARY JOB TRAILERS, ALL EQUIPMENT INCLUDING HEAVY MACHINES, AND MATERIALS SHALL BE RETURNED TO THE STAGING AREA AFTER DAILY USE. 2. AT NO TIME SHALL ANY EQUIPMENT OR MATERIAL BE STORED OVERNIGHT OUTSIDE THE CONSTRUCTION STAGING AREA. 3. PUBLIC PARKING AREAS SHALL NOT BE USED FOR STAGING OR STORAGE OF EQUIPMENT.
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Project No. 16530 SHEET 4 <(
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REVISIONS
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(E) CONC. PAVING
BY: I APP'W:
(E) SAND BACKFILL
ELEV. VARIES
(E) STEEL SHEET

PILE BULKHEAD
CUT -OFF TO El 0.00'
MIN. OR REMOVE
(LIMITS UNKNOWN)
\_ EXISTING BEACH
(ELEVATION VARIES)
-~
6 HUTTON CENTRE DRIVE
SUITE1250
SANTAl>HA.Co\92707
(71,4)708-6890

ACCESS ROAD
t
132'-6-
V.I.F.
27'-9-
v.[f.""
(E) CONC. PAVING _____-A

MARINE SAFETY BUILDING I
(E) FOUNDATION

CUT -OFF WALL
{lYP.)

PACIFIC OCEAN

BULKHEAD DEMOLITION PLAN
SCALL ,t" - 1•-0•
51•-s- t V.I.F.

ENGINEERING SCALE: AS SHOWN
CHECKED BY: COD

R E F E R E N C E S
DESIGNED BY: ESN
(SEE SHEET 1 Of 7)

APPROVALS
33'-9-
v.[f.""
/
(E) SHALLOW FOUNDATION

HALF OF STRUCTURE
r (E) PILE SUPPORTED I HALF OF STRUCTURE
t , '
(E) CONC. WALK
(E) WOOD DECK
/ {E) CONC. DECK
~; 'fl"
71~ ~>
A
F
I
:r:
(Il
RECORD

DRAWINGS
2-24-2021
,. 10· 20'
3/16"•1'-0"~
5/15/19 5/15/19
BULKHEAD DEMOLITION PLAN I "'~NG NO,
MARINE SAFETY BUILDING BULKHEAD REPAIRS 8-101
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Project No. 16530 I SHEET _ __,,, __ <(

CITY OF SAN CLEMENTE

FOR INFORMATION ONLY
138
®--©-
EL +12.75'
T.O. WALL
®--
EL + 12.0'
T.O. MAT
t
EL +14.0'
T.O. MAT

11..; gi;:
50•-o"
V.I.F.
rSHALLOW FOUNDATION
/ HALF OF STRUCTURE
(E) FOUNDATION
WALL (lYP.)
132'-6"
V.I.F.
61'-6"
t 27'-9" V.I.F. t V.I.F. 33'-9" V.I.F.

MARINE SAFETY BUILDING
~I"' ,~ :> ~1 ///~SUPPORTED./ ,/ / / OF STRUCTURE , PATCH 1 r111 HOLE IN FOUNDATION WALL W/ PMPCM = 1. NEW STEEL SHEET PILES TO FOLLOW ALIGNMENT OF EXISTING STEEL SHEET PILE WALL.

2. NOT ALL EXISTING STEEL SHEET PILES ARE SHOWN FOR CLARllY. SEE SHEET S-101.

3. CONTRACTOR TO FIELD VERIFY ALIGNMENT, DIMENSIONS ANO LIMITS OF EXISTING STEEL SHEET PILE WALL.

4. THE EXISTING BEACH SAND ELEVATION TYPICALLY BURIES THE END WING WALLS OF THE BULKHEAD. THE CONTRACTOR SHALL INCLUDE EXCAVATION ANO TEMPORARY SHORING IN HIS BIO AND CONSIDER TIDE ANO WAVE RUNUP IN PROTECTING THE WORK AREAS DURING CONSTRUCTION.

5. ENSURE LAYOUT OF NEW SHEET PILE ANO BULKHEAD CAP ALLOWS 5• MIN. CLEARANCE BETWEEN BULKHEAD CAP AND DECK PILING.

DESCRIPTION BY: I APP'W:

REVISIONS
.idiff8 6HUTTONCENTRE DRIVE SUITE1250 SANTA,v!A,CA92707 (714)7Dll-6890

PACIFIC OCEAN
~
HATCHED AREA - REMOVE (E) SAND & (E) FILTER FABRIC. ADO ANO GRADE SANO AS NEEDED. INSTALL {N) ARMOR MAT SLOPE ~

0..
1 PER PROTECTION {ESTIMATE 4,200 S.F. FOR BIO)
/ //s-}OW-501

BULKHEAD & SLOPE PROTECTION PLAN
SCALE, n• - 1•-0•

R E F E R E N C E S
ENGINEERING SCALE: AS SHOWN
CHECKED BY: CDD
(SEE SHEET 1 Of 7)

APPROVALS
5/15/19 5/15/19
t
(N) 8" CONC. WALL
PER~
S-1~501
EL. +15.0'
T.O. WALL
EL 14.0'
T.O. MAT
il'I
1 .

EL. +12.75'
T.0. WALL
,.

EL +13.5'
T.0. WALL
----@
(N) CONC.

BULKHEAD CAP
--®
EL. +12.75'
T.O. WALL
{E) STEEL SHEET

PILE WALL
{LIMITS UNKNOWN)
-----0)
{N) PZ27

STEEL SHEET

PILE WALL
SEE~
S-1~501
SEE NOTE 5
I~
u~ «:l
tis~
e
RECORD

DRAWINGS
2-24-2021
10· 20·
3/16"•1'-0"~
BULKHEAD & SLOPE PROTECTION PLAN I '"'~'0 "'
MARINE SAFETY BUILDING BULKHEAD REPAIRS S-102
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Project No. 16530 I SHEET _ __oc __ <(

CITY OF SAN CLEMENTE

FOR INFORMATION ONLY
139
2'-4"

FIELD CUT HOLES

IN SHEET PILE

FOR DRAIN PIPES

TO FIT MAT
(N) CONC. BULKHEAD CAP
~ • • •• 7 ~ C~T OW
(E) SAND TO
REMAIN
CUT OFF &:

REMOVE TOP OF
(E) SHEETPILE
(E) STEEL SHEET

PILE WALL
(WHERE OCCURS)
(E) STEEL SHEET

PILE WALL
(N) STEEL SHEET

PILE WALL
(E) BEDROCK
;,,-r ['•....,........,-~~~ •
_---,tt ,o, >, TOO •
• 4 ft- ~:-- -~ .•
»;;?:>::,_\0.''>:;i:71:_',. '<~~~'jj,,
= 1. ALL ELEVATIONS IN MLLW.

2. ALL REBAR TO BE EPOXY COATED.
.3. BULKHEAD CAP CONCRETE SHALL BE PIGMENTED TO
MATCH ADJACENT BEACH SAND. SAMPLE MOCKUP
REQUIRED.

SHEET PILE WALL SECTION
SCALE: 1" = 1•-0•·
&: BOT .

EL +.3.0'
MIN.
131\si i:i::f:2
El. VARIES
ASSUME -12'

FOR BIDDING
0 I
;,,
REMOVE &: DISPOSE (E)

RUBBER COVERING ON TOP
OF (E) SHEET PILE (TYP.)
CUT OFF &: REMOVE

TOP OF (E) SHEET PILE
S EL. VARIES
s-¼ +3.0'
MIN.

EXIST. SHEET PILE DEMO (2')
SCALE: 1" = 1'-0" s-1Q2ls.-501
a·
f"\_.

WIDTH HEIGHT THitKEiESs AREA Jg8GI~~s
IN. IN. IN. IN. IN.2/FT IN.3 /FT IN,4/FT

18.0 I 12.0 0.375 0.375 7.94 I 30.2 184.2
SHEET PILE SECTION PROPERTIES ( 4
SCALE: ,l" = 1·-0"
AFTER FABRIC PLACEMENT.

INJECT CONCRETE GROUT
TO FILL FORM 3:1•·
{ ,,.,
S-,-Q2ISf501
4" UMNN FABRIFORM

UNIMAT DOUBLE-LAYER

NYLON FABRIC FORM
i
. .!,.~~17.r± V.I.F.
,,, ...
'/I "o
i0 ~:
bocz
~
(E) CONC. PILE .I Id "i
SLOPE.~ N
,I'-"--;!'
¼t
= 1. NYLON FABRIC FORM SHALL BE UNIMAT REVETMENT MANUFACTURED BY FABRIFORM OR ENGINEER APPROVED EQUAL.

2. FABRIC SHALL HAVE NYLON SPACER CORDS TO PROVIDE POINTS OF ... > ATTACHMENT.
~ ) ~ND FILL_//

SECURE ARMOR MAT FABRIC TO
FOUNDATION WALL WITH MIN. 9
GA S.S. FASTENERS O 24" O.C.

Fill (E) HOLE UNDER

FOUNDATION W/

PUMPABLE GROUT
S El. +12.75'
¼" FOAM JOINT

AT EACH END OF

CUT OFF WALL
iS EL +10.75'

BULKHEAD CAP
PER~
s-~501
NQIE;_ EXCAVATE SAND AS REQ'D TO

EXPOSE VOIDS UNDER FOUNDATION
FOUNDATION REPAIR DETAIL 3
SCALE: "= 1'-0" S-1 2 S-501

EMBED ARMOR
MAT .3" IN CAP
(N) STEEL SHEET PILE WALL

SLOPE PROTECTIOI
(N) OR (E) SAND FlLL

SECURE ARMOR MAT FABRIC
TO WALL WITH MIN. 9 GA
S.S. FASTENERS O 24" O.C.

ARMOR MAT SECTION
SCALE: 1" = 1'-0" s-1~501
=

3. FABRIC SHALL BE COLORED TO MATCH ADJACENT BEACH SAND.

4. JOIN TOGETHER ADJACENT SHEETS IN THE FIELD BY MEANS OF SEWING OR ZIPPER CLOSURES.

5. THE FINE AGGREGATE CONCRETE GROUT SHALL CONSIST OF A MIXTURE OF

PORTLAND CEMENT, FINE AGGREGATE AND WATER PROPORTIONED ANO MIXED TO PROVIDE A REAOIL Y FLOWABLE GROUT WITH A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI.

ARMOR MAT SLOPE PROTECTION
SCALE: 3" = 1'-0"
I TEMP. SHORING
V PER
a·
S EL +10.5'
SECTION (;i_
s-fQ2 I s_....:501
RECORD

DRAWINGS
2-24-2021

1. WALL CONCRETE SHALL BE PIGMENTEO TO MATCH
ADJACENT BEACH SANO. SAMPLE MOCKUP REQUIRED.

NEW CONG. CUT OFF WALL
SCALE: 1¼" = 1'-0" s-,@501
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1---.---.--------------,--,-----,--------------,------------.-,-,Q-NE-ERI-NG_sc_ALE-,-,,-,-,o-WN----,~-•-.,-".-.---..-I------B-U-LK_H_EA_D_D_ET_A_IL-S-------,--•• -,w-,c-,-°'-----I Z MARINE SAFETY BUILDING BULKHEAD REPAIRS S-501 n:'.
-~
BHIITTONCENlRE DRIVE
SUITE1250 SANTA/J,NA,CA.97107
(71•)708-6890
ORAV.,, BY: MIJ OESIGNEO BY: ESN
SEE SHEET 1 OF 7 1 :-,-c-=-ll Project No. 16530 SHEET 7 <( R E V I S I O N S [ [ R E F E R E N C E S I c Af'PROV.CS l I CITY OF SAN CLEMENTE °' 7 REV. I OATE: DESCRIPTION

FOR INFORMATION ONLY
140
@
North
L',GUMet:,t,eH
•
1 G-011
2 G-012
3 A-011
4 A-012
5 A0111
6 A0112
7 A-111
8 A-112 9 A-211
10 A-311
11 A-511
12 A-611 13 5-011 14 S-012 15 S-013 16 S0112 17 S-1 11 18 S-1 12 19 5-1 13 20 5-411 21 S-4 12 22 S-511 23 S-512 24 S-513 25 5-514

VICINITY MAP

SHEET INDEX

TITLE SHEET

EXISTING PHOTOS

ARCHITECTURAL NOTES

BUILDING SECURITY PROVISIONS

DEMOLITION SITE PLAN DEMOLITION FLOOR PLAN

SITE PLAN

FLOOR PLAN

WALL ELEVATIONS

BUILDING ENVELOPE SECTIONS

ARCHITECTURAL DETAILS

DOOR & SIGNAGE SCHEDULE
STRUCTURAL NOTES SPECIAL INSPECTION & BMP's

TYPICAL WOOD DETAILS

DEMOLITION FLOOR PLAN FOUNDATION PLAN FLOOR PLAN ROOF FRAMING PLAN

CATWALK FRAMING PLAN

DECK FRAMING PLAN PILE DETAILS FOUNDATION DETAILS FLOOR FRAMING DETAILS ROOF FRAMING DETAILS DIGALERT UNDE!G~S~~iN~RT
Call Toll Free
1-800-227-2600
2 Working Days Before You Dig
ATIENTQI IS DIREC'IUI ro 111E POSl;IBU: EXISTtHCE or
IJNOEIIGIIO\.t() FACl.mES NOT ~_,. 0R ti A LOCATION
DIITERENlrROMTHO.TWHIO-JISSHOWNONTl1EPUt<SOR
tlTHESl'ECW.PRl'.MSIONS.THECONTRACTORSfW..LTAKE
sm>sroASCERTNHTHE£XACTLOCATIONOl'Al..l
IJNOERGIIOUN:lFACl.mESPl!IOll1lloo.lGWORKTHO.T""-Y
SUCH FACILITIES 0R ll<TEl!f'ERE WITH TIER SE""1CE.

BEF0REEXCAVATI!.C.THECONIRACrORSfW..LVERFT THE
LOCATION 01' U~DEl!GIIOUMO IJl1UIIES BY CONIACTNG
IJNOERGIIOUN:lSERVICE.ol..£RTAT1(!100)227-2!100.

CITY OF SAN CLEMENTE

MARINE SAFETY BUILDING

STRUCTURAL REPAIRS &

ACCESSIBILITY IMPROVEMENTS
PROJECT No. 16530
PROJECT ADDRESS:
620 AVENIDA DEL MAR
c.,1
J.~.

SAN CLEMENTE, CA 92672
ARCHITECT & ENGINEER: <.> '
\
PROJECT OWNER:

CllY OF SAN CLEMENTE
CONTACT: AMIR ILKHANIPOUR, PE 910 CALLE NEGOCIO, SUITE 100 SAN CLEMENTE, CA 92672
(949) 361-6140
@
North

TRANSYSTEMS CORPORATION
CONTACT: ERIC S. NEWMAN, SE
6 HUTTON CENTRE DRIVE, SUITE 1250 SANTA ANA, CA 92707
~',--
C',ql.~~,'<'" LOCATION MAP
(714) 708-6890
May 2019

MARINE SAFETY BUILDING

PACIFIC OCEAN
[@
0 - ACCESS ROAD -

BULKHEAD
ACCEPTANCE or PLANS /SPEClflCATIONS
D4E CRY OF SAN CI.IMDffl: NOtC8'f A()Ct~ THtst F0R
AS KlNG ., cov.AL (OW\,WIC( WITH~ STAlUts. 0D0tS. SlNOUIOS Cit (ll.ll)EUl(S. LlttSPOHS8JTY f"o.t cowP\£tOCSS C, 1H( Pl,,AH$/SP(.Ctt.AJICII$ ""° ltllArtO DateHS. #IO TO APPIJCA8l£ STATt.0, cootS. S-lANONIOS OR QJICIEUh(S, lttSIOCS'IIITM»c:tNCMtll:Wl:>[NQINUJllNCfllNO,-IIIUXllltD. ~ 4~ / ~fr/;,,
,JiiBit CITY ST~
..._______BEACH

AGENCY INDEX
AT&T (714) 618-9141
CONTACT : CARL JOHNSON SAN DIEGO GAS & ELECTRIC (949) J61-6080 SO. CALIF. GAS COMPANY (71-4) 634-J061 COX COMMUNICATIONS CONTACT : LESLIE BRIESCH CllY OF SAN CLEMENTE
WATER & SEWER OEPTS.

CONTACT : LARRY BROTMAN
(949) 546-2818
,o·
(949) J61-825J
RECORD

DRAWINGS
2-24-2021
20· ,o· ..,. ,o·
J/32~ - ,·-o~
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ENGINEERING SCALE: AS SHO'MII I DATE: TITLE SHEET ORA¥11NG NO: z '"=°"~ ,- ,., .. BY, MIJ I DESIGNED BY, ESN 1 ' 1" 1" •• MARINE SAFETY BUILDING REPAIRS G-011 0::
~'r:A1:!._CA92707 CHECl<EO BY: COO I 5/15/19 0 ,.. . <( REV. I o,1t, I DESCRlPTION I BY, I .,,.,,,,,7 • 0 ,.,,,...., ..-o,a,, ~,:,/f ,, Proieot No. 16530 SHEET 1 I R E V I S I O N S I R E F E R E N C E S w ""'.J.s~lo. ., ' --...r- ''" CITY OF SAN CLEMENTE o, 25

FOR INFORMATION ONLY
141
PHOTO 001 : CONG. BEAM - GRID G BETWEEN 1 & 2
PHOTO 004 : STONE VENEER - GRID H BETWEEN 2 & 3
----.-....,;.

PHOTO 007 : WOOD CATWALK
BY: I APP\'1>: -~
PHOTO 002 : CONG. BEAM - GRID 1 BETWEEN F & G
PHOTO 005 : WOOD SIDING - GRID G BETWEEN 1 & 2
PHOTO 008 : WOOD TOWER LADDER
PHOTO 003: CONG. PILE AT GRIDS G & 1.3
PHOTO 006 : WOOD DECK
RECORD

DRAWINGS
2-24-2021
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ENGINEERING SCALE: AS SHOWN DATE: EXISTING PHOTOS DRAWING NO: z :;::;:: MARINE SAFETY BUILDING REPAIRS G-012 0::: 6 HllTTON CENTRE DRIVE SUJTE1250 SANTA!JW.,CA92707 (71•)706-6890
CHECKED BY: COD
SEE SHEET 1 2$ Project No. 16530 SHEET <(
R E V I S I O N S R E F E R E N C E S c .,,.,0,.LS l • CITY OF SAN CLEMENTE 25

FOR INFORMATION ONLY
142
SCOPE:

STRUCTURAL REPAIRS TO AN EXISTING 3,542 SQ. FT. MARINE SAFETY BUILDING, INCLUDES REPAIR & REPLACEMENT OF STRUCTURAL SUPPORT MEMBERS, SAFETY IMPROVEMENTS, ANO ACCESSIBILITY UPGRADES PER 2016 CALIFORNIA BUILDING CODE CHAPTER 118-202.

A. GENERAL

1. THE BUILDING SHALL REMAIN 100% OPERATIONAL DURING ALL PHASES OF

CONSTRUCTION ANO ALL VEHICLES SHALL HAVE RIGHT OF WAY ON THIS SITE AT ALL TIMES.

2. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF THE SWPP PLAN

AND MAINTENANCE OF ALL EROSION CONTROL MEASURES THROUGHOUT THE PROJECT.

3. THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING PAVEMENT AND STREETS FREE OF CONSTRUCTION RELATED MUD AND DEBRIS. ANY COUNTY OR STATE

IMPOSED FINES OR CHARGES RELATED TO CLEANUP WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL ASPECTS OF

THE WORK WITH THE CITY AND MARINE SAFETY CHIEF TO MINIMIZE INTERFERENCE WITH BUILDING OPERATIONS.

5. THE CONTRACTOR SHALL COORDINATE THE CITY APPROVED LOCATION OF THE CONSTRUCTION TRAILER AND STAGING OF ALL MATERIALS WITH THE CITY.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOSS OF MATERIALS DUE TO THEFT AND FOR THE SECURITY OF All CONSTRUCTION RELATED TOOLS AND EQUIPMENT.

7. THE CONTRACTOR WILL BE RESPONSIBLE FOR PREPARATION OF A SAFETY PLAN TO BE SUBMITTED & APPROVED BY THE CITY.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION WORKERS ARE EQUIPPED WITH THE PROPER SAFETY EQUIPMENT.

ARCH ITECTURAL NOTES

CODES & OCCUPANCY ACCESSIBILITY CLEARANCES

APPLICABLE CODES

CALIFORNIA BUILDING STANDARD CODES (CALIFORNIA CODE OF REGULATIONS) BUILDING CODE: 2016 CALIFORNIA BUILDING CODE (CBC) FIRE CODE: 2016 CALIFORNIA FIRE CODE GREEN BUILDING CODE: 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE ADA: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN &
2016 CALIFORNIA BUILDING CODE CHAPTER 11 B
REGIONAL OR MUNICIPAL CODE: 2016 SAN CLEMENTE LOCAL BUILDING CODES AMENDMENTS 20 16 SAN CLEMENTE LOCAL FIRE AMENDMENTS
OCCUPANCY CLASSIFICATION: GROUP B CONSTRUCTION CLASSIFICATION : TYPE V- B EXISTING SQ. FT.: 3542 SQ. FT.

NOT SPRINKLERED

PULL SIDE
•
NOTE: X=12 IN. (305 MM) IF THE DOOR HAS BOTH A CLOSER AND A LATCH z lo
a,
....

PUSH SIDE
•

OPENINGS IN THE FLOOR

DOMINANT DIRECTION OF TRAVEL
0 ;§IJ
W z
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(Lg
•
NOTE: OPENINGS SHALL NOT

ALLOW PASSAGE OF A SPHERE
MORE THAN ½" DIA. EXCEPT AT
AN ELEVATOR DOOR THRESHOLD.

9. THE CONTRACTOR SHALL REPORT ALL INJURIES TO THE CITY IMMEDIATELY AFTER EMERGENCY PERSONNEL ARE NOTIFIED.

10. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS PER THE 2016 CALIFORNIA CODE OF REGULATIONS, TITLE 24 PART II - CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 5 SECTION 5.504, TABLES

5.504.4.1-5.504.4.3.

FRONT APPROACHES - SWINGING DOORS

TYPICAL MOUNTING HEIGHTS

ALL MOUNTING HEIGHTS FOR OUTIET/DEVICE ARE TYPICAL AS INDICATED BELOW

ELECTRICIAN TO VERIFY AND COMPLY WITH LOCAL BUILDING COOES

11. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT ~~iEui~ i~G~jWc,N~ ~~1f4 Kp'!i;L~D~E i~1F~~~:rsJif~1N~0 1to~UFORNLb. _j CHAPTER 10 SECTION 1010.1.9 FOR EXCEPTIONS. FINISH CEILING RECESSED ELECTRIC RECEPTACLE OUTLET FOR TELEVISION

11. 1 DOOR HANDLES, LOCK ANO OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34~ AND A MAX. 48M ANO ALSO COMPLY WITH [ CASLETVOUTLET SECTION 1010.1.9-1010.1.9.12 CLOCKOUTLET

12. PER CALIFORNLb. CIVIL CODE 1101.1-1101.8 AND 2016 CALIFORNLb. GREEN STANDARDS CODE SECTION 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND 1- a::: I Q ::c FITTINGS, PLUMBING FIXTURES (WATER CLOSETS ANO URINALS) ANO FITTINGS w a::: z O i Ii. Ii:

SECURITY CAMERA

MOTION SENSOR

DOOR CHIME (CEILING MOUNTED)

STRIKE SIDE

FOR CEILING HEIGHTS ABOVE
10'-0", VERIFY HEIGHT WITH

ARCHITECT

HINGE SIDE
0 ('I)
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co
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(FAUCETS ANO SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING w ffi ; u:, f,/) (REFERENCED HOWEVER NOT INCLUDED IN THIS SCOPE OF WORK): g;; if: w 5 ffi ?.c: w t: d w- a::: --'l<------~'-'I'- O • ~~~SWckET~E1 ~KA_:~~t!:T~~OSETS i m a § Ii: f,/) § z
CLOSETS SHALL BE CERTIFIED BY U.S EPA WATERSENSE SPECIFICATION FOR 8 i § f!: j a; fil ffi g ffi ff. TANK-TYPE TOILETS. < 3" :t: es: U: !:!ii $ u z cri F F 5 fil !;j: Ii: a::: Ii: a::: u.. !z +-' • WALL MOUNTED URINALS: THE EFFECTIVE FLUSH VOLUME SHALL NOT ~ --.--,--TII"..,-- u: t) ci! 8 et::: fil > et::: 0 w g o ..J ---'k------~ok-- c:, (.) • FLOOR MOUNTED URINALS: THE EFFECTIVE FLUSH VOLUME SHALL NOT w u:l ..J 8: oo I= g a::: • EXCEED 0.125 GALLONS PER FLUSH. , iIB w i,J §~ 6 :'e l!J~ 6"6" ii! 0 w - ii~< !12 _ > Q) • ~~~GECE° s 0 H~w~~~:p~~~u~:vE A MAXIMUM FLOW RATE OF NOT MORE 9 -l!il-@---- ~ > o. rt= t ;!; !;c c q § 0 THAN 2.0 GALLONS PER MINUTE AT 80 PSI ANO SHALL BE CERTIFIED BY i:L: :;: U) 6' 6" 6" i t, o O a..~ U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS. o ?:S w w w co f!: o 1- 1- ~::
• MULTIPLE SHOWERHEADS SERVING ONE SHOWER: THE COMBINED FLOW RATE ;,,- & 3: !z irl g ffi :::$ 8 w OF ALL SHOWERHEADS ANO/OR SHOWER OUTLETS CONTROLLED BY A q => w w + 'l'-"1'-'l'+To BOTTOM :5 c.. w 8 • SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI. 1- ;,,- FLOOR BASE (0 8 OFOUTIET ;,,- ::c : Cl) • ~f~~~T~2EFl~TJR~f ~~T1~1i~~N6~ i~~~~Ng~i~NP:i;~~ci~iEE~ING 2 0::

MULTIFAMILY AND COMMERCIAL BUILDINGS. FINISH FLOOR -
13 • :~~0~:D~~~~~N;sii:~ A~~i~:u;;~~:GE <
~i~ii1~o~IN~~. oic 6io ~~TH ~otLE~~D~~~li~:mucTION a..

ORDINANCE /11286 PRIOR TO ISSUANCE OF A BUILDING PERMIT. REFERENCE \Sf-- ..,p===~==~===~= (E) CONC.7 ALIGN (N) CONC. w DEPARTMENT WEBSITE FOR FORMS ANO INSTRUCTIONS. GC MUST PREPARE A t -
L_ - t U.. SPECIFICATION 022200 SITE DEMOLITION FOR LINK TO SAN CLEMENTE BUILDING CONC. \ ;;ALIGN~!;OOD DECK SPACING PER CBC CH. 11B FIG 11 B- 705.1 / ' . ~ .. . ,v WASTE MANAGEMENT PLAN (WMP) OR ELECT TO USE A CR&R RECYCLING BIN t ~- MAX ~-.-,1=;,212"'=~ 2:::ad2= Z:::::z:£.2:a 4 .. <l " I ·" .. • • • ' . PROVIDED BY THE CITY OF SAN CLEMENTE'S FRANCHISE WASTE HAULER. -M--=--- r • " • , _.11 ,. .• • .11' I' n GC SHALL PROPERLY DISPOSE OF CALIFORNIA PROHIBITED UNIVERSAL WASTE ANO • .... •• F FULLY ADHERE PER ' • • ' •. '-' ARE DIVERTED FROM LANDFILLS. REFERENCE • MFR INSTALLATION 1!1;;;i!!'·· z HTTP·//w«W PTSC CA GOV/HA?ARQOlJSWASTf/lJNIYERSAI WASTf/lJPI OAD/lJW fACTSHffTl PDF •· • • • • INSTRUCTIONS • .;;:;,lh;),j§; .MQIE;. FOR A LIST oF HAZARDous WASTES. , • , • • ~m~i~ltii REPAIR EDGE OF EXISTING CONCRETE As 0 B. SELECTIVE DEMOLITION GENERAL NOTES • . • •• •. A '""!!!""'!ti"""!A REQUIRED TO COMPLY WITH CBC CHAPTER 11 B. 1• g~~1~~sT:;Rg~oiEtEc~T~A~~~~~$:~'.0~J~1:GosR~~~sNg~E~x~~~N~OT A "' • • _ .. z.z ... zll-- 1 NEW TO EXISTING CONCRETE :::::! ~~~
6~:.ENSIVE DESCRIPTION OF ALL ITEMS REQUIRING DEMOLITION OR SECTION A-A CORNER DETAIL SCALE: 1 K = , • - o- ~----A_-_,w_2_A--O~" :::, 2• :~ t~~l~l~Tl~~rlNG RECORD cc
REQUIRED TO ACCOMMODATE THE NEW WORK. ITEMS REQUIRING REMOVAL DRAWINGS OR MOOIFICATION THAT ARE HIOOEN FROM VIEW ARE INCLUDED IN THE FLOOR RANSIT ON-WOOD DEC TO co C. 1 TRUNCATED DOMES J WORK. SCALE: 1K = 1·-0- A-112 A-0 11 SCALE· 1¼K"' 1·-0- A-112 A-011 l: ~~~~~¥giu~LRr:~~?:l[0foRAD~~~~~INiE~~~~~ • 2-24-2021 w ADJACENT TO DEMOLITION ANO NEW WORK. IT IS THE CONTRACTOR'S LL ~5~~itsi~FcoG~s~E6:1Rc;~JTim:~To~~ REMAIN THAT ARE DAMAGED < 5 • Cl)
TO PREVENT SPREAD OF OUST AND DEBRIS TO ADJACENT SPACES. ~g~Pr:~J~R~i ~TfT?iJIi~~L.6~ i:g : 0 OF ANY ">(l,-,,,:;,.,<<1l<!-' W BY: I APP'VD• .I.fl@!§> 6 HUTTON CENTREORIVE
SUITE 1250
SANTA ANA. C>. 92707
ARCHITECTURAL NOTES DR'""' SO· z
MARINE SAFETY BUILDING REPAIRS A-011 0:::

Project No. 16530 SHEET 3 <
R E V I S I O N S R E F E R E N C E S ·---;,;;~,,cs CIT Y O F SAN CLE M E N T E o, 25

FOR INFORMATION ONLY
143
SCMC 15.28.130

SPECIAL BUILDING

SECURITY PROVISIONS

COMMERCIAL
BA-7
City of San Clemente
SCMc1,za1,osercu1 CPMM!'HCIM B1111Dl'SGSt'ffHln'.PRQ\'ISIQ'iS, A. Swiatioilwerio< .... doon,woodor-idoonwithdapanols,oolidwoodor.....,.doorloballbe ~ufblk,wo:
1 Wooddoonohall beofoolid«ft~whominmaa:n....,.._of"""mdU.-.,..(13Jl)in<:boo.W<W><I_. doo<J,wbpo,ncblcoo,._,..,.iD:;hdli,c,kobo.Ube""""'"4oa1bcaidew;lh•.......,.........,(l6)U,S.-obot(-~ o,it,t,Jlivalall,-ltll'ldo:d•idi-..,11llfthtun01>(6)1,d,- liollow111ttldoorlol,ollbeofo.....,_ -(l6)U.S.P"3<obod-tandb>vchll'l'kimlmm<in:emalltol'.Dlialaintbodtoiguod-oflhcdoorwknon1 ~dovi<:ei1.....u.,d;""""-_brin8_.,_......,.oflbe ___ y __ _ 2 Nl'Jamiol..u..dwid>inforty{40)in<botofanyJodrina-.t.niwoballbe.--ufollowa:
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d. hano(b)and(c)abottob&ll_in_"1lhtbo.,,,.-oe_..,..u,dow,,ifmdi.-... ... ...,-1obe op<NblcbylheUfiiflnlBuildiQJCude.

8. "1l'WVIPltmc,ic,rwoodand--ohdlbeeqoipped•mllawr.
l. A ...... ot<bibitdcu...tlbe~wit:11doubltoroing1<cyt..&r-lloll.Thobollohallb>vc1mioimn,np-ojoctio,, of<H1t(l)Oll:hondbt-oo•.,rq,d.....,.....i-.111odtadboll __ _,_ofatl<M1hlu>- bni(l/4)inchintotboouikcro.Offlllidw:~boll.Tht<yliaderlhallhaftacylindorprd,armimmnofliw(S)pm IWl>bliors.ond""'Ilbe«-:aodto11>oiDDe<p:!111ffloflbekdby_...,......,..orati,.OIIO-footdi{l")in<hdwnolcr.

Tho~of1bc~pma;n,pbodotlOl"1'1'1fMICrl(l)palio-lonq<lliffll.(2)a .. :akolderioolt ::"'by1bc<nfarciq;--,,<r(l)doon;~glarlns..,"'"""""-•doobkc)tin,la-M~ l.Ooubltdootowllbteqolpped•-
lulmooliveleofot-hn>tdoonohollbo..,,..,,..i .. ,11,n..,t,o11,"'°1boUptOjecdoa1........,,ot-(l)iodo otlllt10p.-dboaoonof1bcltlt:
b. Theilllcti"'a!"" motalfnmedoonoballbteq,ippcd"1111n.hboltsWllh1bollpn:,;.,;.,on1"""'-of6-p,lbo (Yl)ill<hottllt10p...tt,o...,oflboleof
Doobledoonoholl hn<,m-.~ofsloel.lllin<lllllleltnlclo.will..,....1"1opa,in&.,_.._dte_ lulMlpl..Ubo1mimmoimof1...,(2)mdioo•,ido,ud.._-,miniammof.-(l)iodobey<allbeodjFoflho door10..t,;ct,~it-lllclSlnl(loloballbo~101hoOOl1D<lcof1bcwivcdoorbywcl~o,.............bl bolr1.....,i-''"'"°'"'°"'lbanl<ll(IO)in<ll-(Thodoorbwlsb.:hm-.lloa.cbed..-be dcumliaodbylbcln-wtty..-odoplodby1bcordmcillgauibonly.) C.Alumm=-™JlfDl&<loonlb&ll"""'1i:mll.10dle~:
lllc,ambonollwmimmfnu:no ........ docnabollbooo--....dor,..-b..--......i.,ui..:nd (l/,IJO)pourdsofprn1111<inbodi1,...,;,:ol~oflhnie(l)<D;besand1i.,,m:,moldiotlll00of""°(l)incllOIO<bsideof lbeltrih,ou10pm-..vlololio<loflbe""4.

2. Aoqloo,<b&biodooroballb<oquippcdwilh1domlo<)imdc:<doedboll-..idt1bollpn>jc,;tion.....,.;limgono(l)nd>,o,a boo\oha(,cdo,"'l'lmncdotibolllbal-1beffliteMl'i<leuly10~,preodiaa.lb:-boltlocl...Ol11""" -of""-(')pio-onda~JI.Wd.
0 =..,~,~~bylbellmformlluildmcC:O..orTitkl9,Calil:,n,ia~vcCoclo,oballboinsttllfldu l. h,ncbor""-llhallOOCllaiil1~oftwo(2)loekiq;Po1QU011el<hdoor;"'

2. Ooti1'81"dooro.r-,licill..tnrc-..aybavc..,.lockiq;p:,inlwhicl,lonorbbtlocMotrhb<tlbotop<11- rail1ofdte<k,o, r.-.Tbodo<robollba..,m...,.i~of-.l?SdudwbichmaRbtaaadiocllfilh11011 ........biobolutotbo ootoid<of1bcdoorTbo ........ aball~1nnnin:u:noflD(6)ind>ct.....,..,._..alb<Jo.-1bc l.idiol1bcr-,lic """'-we. lllcunplrballb<111limmumdtwo(l)illdawidtale:<leeld1IIUIIGUDof-(l) inclit,ey,:,odlbe«lp,oftbo <loor10wt,kl,iti1ott>cbod;o,

3. DoobkdooG~WDO.......,.oboDUVO•--,.Joauodoolhodoon•lhotrlDO<mlfPoinlwbiobwillo1-dte opa,inal>o!w=1hom,bulDOtlltlaf'cRwilh1bcop<tllioaofeidlerdoor. e. Horuoralitidiqdo<nollallbeeqaipp<.:l,ridiamrlalla,Jidt""'<ll•lopandbotlomand1oyliDll«locl1nd/o,p,,dlock wilb1- """1-.U.wludtlod<o01botbhedud...,ond1mimmum~"'(S)Plllo,ml,J,,r_....,.with..,.,,....,vobleW)"......., io .. ......,w~ Tho"'-h:i.i.tlbeoodcoipcdlNlcbodoor-b<lill<db!llbohdwb<atbodoorioill11ockod F.
-
1Dofficeltuildiap(1o,,lripe...,._).oll....,_,.door,toildwblotliooJUilatholl-tbo~andlo<1o::iog ~forffll:ri«dooto.

0. v,~-~allbt4e<mod...,_lolf .... _1Qlw(ll)fffl-8ftNl'd.--•lll..,,,.a--- tm<C)"- oix(96)~inl:bel.ill1n--.ridtdte-dim<noieot~•ix(6)inl::ld..aD01vilibklioot1 ..... li<:<11prin:t,, ~oballbt~in!boll>Uowia&-
l.l'llllyk:tltpemlpll .. ~Jlazillg;-

2. lb:~--~be1IIOIINaballbe--.!wilh-bolt,bOJlaninlcriarwttyrdw.o mochoni,m ....... bepr<Mllod:
lmldoorCIU:lidelron-of•leut,-.balC(l/2)irlcll'°""""'"""(l)by ............. (l/4)1ncbllal.-lmatorial, opoced-m<ntbm&,o(S)indim-,and......,.ly!H-.l,will!l-oaferyn!luse-- l>. lnsidoor......S.ir<m<11-l.,;n.o<•1<ut............,("l)mdlmateriolri:t,mt,_,,tbm,two(l)incll-and _,.,.__witlllfUri,,..,old)-tt_llltlCballl_

3. Jfaolde0<A1U-loofdlotypt1balcanbt.,....._it_~----bo-..:l""lllelmide..-ith-•- btr,boMor.....i.t;
• Thopro,oc,iuborto,tp'illo,balJ-inl<rf<nlfilhlbc___,of"!'C""'l'windDonif-.b-aromqund10be opomblot,ylboUllifiedlluildiosandf"nCodoi.

11. A.llmenot.........,.~tmlft)'-Cll(96)"'1..,.1Dcbn'"'tlltlidtnl,..or""Ybulldilla"'~-rorJUPOOOSaballbeirole<tedby ..... oflbef<>Jlowins:

I. l'u.lly__..tsl-or,_~-pzillg;or

2. 1loolollowillgl>lniuo0:11ybe.-bOJI....Ubt-•illt0011rm,,:,vableboho· OJUidt,in,ot.,,<J/11-MIHlllf(lfl)Oldlrnund"'..,.(l)by-(l/,l)ii,ct,llatllOcl1Nll:rial.~"" mon,d,onll...,(SJ.,._.,.,.-1_,,.1yfulc,,od,or
l>. Qillidoitato,aM!pilllof•louior,o.oijbd,(lll)incllwilbtlOl""""-•""'(2)incllmnllm:ll6Clltl:lyfultned; 3 Thcpt"4<Cliveborto,tp'illollhall..,.irllerfttc•itbthc_..,..ofq,e,,loe:1lie-ifoocli-11Cn,quirl:d10bc opmablot,ytbel!mfotmlNildiq:Codo<JtT,ti<,l9,ca!ilomiaAdmimornliorlCMo.

LRoot_...sba!lb<oquippodurollc,,...,
l. All~..,lbo!Wfof_,,buildin,go,..-,-ro,--.-w,a111,e~,.;1t,• Rillodtva!acy ....... a)mq;o,
l>. lrllObolsof01lout--1f(l'1)inthroundor-(l)by~(ll,)incbllat .... llllllerialunder1bc~.,.J ,..._i,-~.,.
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l>. Tbchol,;b.,.y..Ubc-....dtr....lbc__,Wlilb,,lidobo<orll.ittiolu. o..r.;.i.moia,..,.u~op:,map..Ubo])fO',idc,dwilbooo,_.,..]lawbetl...,pinlyp<hitrp.

3. A.lloirdu<l0<P.-opc,:mp---C.....,...(96)_.io;:boo,-d,o,wforw,:rior-U.of..,ybuildiacor prot11..,.0Mdb-bm--ohallbtoec,u,odt,y00Vffllll1"1...,,._.,_oflllefi>ua......, L lrllObllrlofOll<M-41alf(lll)iidtoulldor .... (l)t,y<>IIM<Ulh(ll')illchflM-IOUIIJ:rial.,.....,IIO"'°"'llwlli,·o (S)ill<llco-'udoocurolyc..lnlOd;or
l>. lrll00<-.Jl[illlof01-.......;pm(IJl)incb-.J..-ithama:<imum<1M(l)incb-llldleCUrtlyfu-.l; d. Thool><>ve(aandb) ____ vmlillg....,_<Rlllina:•po&c:nliolly-.iou.oondilimtoi-hband oofoty<JtOCOlflicl,ritblbo~oflbeUnlfi>rmBuiJdinaQ><k0<Tllkl9,CalifuniiaAdminislaliomCodo. tt...:t11=
J. "-ndyufucdl.odd<n~IOJIIOAobollbefullyc:n<i.-Jwilhobo«meQIIIOahoiplof•(JO)feet.Thio~wllb< io.:t..d....,.lbelodOoowitllacaotbaldoood..,...,_willl""""""""..-orboltt.Hin3"'C01tbt..,....,.mbtp,orldod ..-ith-h,-,.-bm-JIUH)P'blop.lhpodkd.11u-1.rtabollba""abadmod-labadlo.lod<qat-booland -,...i1mininunlivo(S)p:iotumbk<willl_by.....,,inanunlocbdpoailion.

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I Th<-nombttofO\."')'co,m:,,:malbulldiftJoballbeilJunmot«l,01ba1koblllb<oullym,o1ol'romcbolln>d.Th< .......,,..,iD!beaemunb<noballbe..,1-lbmoix(6)inclainbo:i:pandbeofa«>lo<«-ngtD,._~ln addd;on.anybuoiDeoowhidlofbdo~-10d,erear~an.y~.~yorparkiaclorohalloloo didplaylllo--... --«lllobmlditcl. All<>11<nO<~doonwllboill......-.:lwilllamimlmmofooo(l)lbocl:oDdlooflipl..Allw,:riorbulbllb&llbt =.=---0t-•-.......i.....s.li-globt0tcovn.SuclltiJl'(t)tballbot"'"1tilaillod""""81be J. Open~loto,and-lben<o.Jll"''idia.c-dlulffl(lO)patkq_,.....ilb<,..t,ydloJO,-lp.d,lio,wll Jl'(Mllod•'tdlammtmod........,of"""(l)tooc.,..,,&oflqh!O:t1tb<pmir,aourfacofu,m-11Dti11htlffllllrialiodof to.a.BowryopenmCOlday.(Ord.l266fS,200l;prioroodefl9A-U) RECORD

DRAWINGS
2-24-2021
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- ARCHllECTURAL SCALE: AS SHOWN l DAlE: BUILDING SECURITY PROVISIONS DRAWING NO; z ·• MARINE SAFETY BUILDING REPAIRS A-012 rv
BY: I APP'VD: .l..tii&!§> 6HUTTONCENTREORIVE SUITE1250 SANTAANA.C>. 92707 (714)70S«l90 CHECKED BY: ESN 5/15/19 <.> LL, (SEE SHEET 1 OF 25 ----'------'-- t "\1; ,., Project No. 16530 SHEET 4 <( I R E V I S I O N S I I R E F E R E N C E S I APeeo,.,s 1 !roR CITY OF SAN C LEMENTE o, 25

FOR INFORMATION ONLY
144
'rl".i ·..,.> 21'-o" V.I.F.
bl..: 1--:
;,.> DUMPSTERS
30'-o"
V.1.F.

EXISTING STEEL SHEET

PILE BULKHEAD

DESCRIPTION
21'-o"
V.I.F.
a·-o·
V.I.F.

BY: IAPP'W:
45'-0"±
V.I.F.

EXISTING 6x6 WOOD WALL (TYP.)

EXISTING PALM TREES

EXISTING LIGHT POLE
11 11
"'1..:11 ~;;I I
- 11
9·-1 ·
V.I.F.
l
"w""•OVE EXISTING
'/ 11.J.., PARKING SPOT
,g_J.J) lYP.
~;: STRIPING

EXISTING STRIPING

TO REMAIN
EXISTING 4x4 WOOD RAILING

W/ PERIODIC OPENINGS
(TYP.)
35•-s~
V.I.F.
~'-5" 7'-4"
V.I.F. r V.I.F. r

K / PALM TREES

EXISTING LIGHT POLE

EXISTING FISHERMAN'S RESTAURANT STAFF PARKING ONLY SIGN TO REMAIN ~---------------------~;::;;;::::::;::;l. !,i_--~:5~c~~:ocRoEJ~E~oR

MARINE SAFETY BUILDING

DEMOLITION SITE PLAN
SCALE, t = 1'-0"
WALK
GENERAL NOTES:

1. ALL EXISTING CONSTRUCTION TO REMAIN UNLESS INDICATED OTHERWISE. ,0-
1/8" • 1'-0"
RECORD

DRAWINGS
2-24-2021
20· ,o·
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ARCHITECTURAL SCALE: AS SHOWN l DATE: DEMOLITION SITE PLAN ORA'MNG NO: z .i..fl@§> 6HUTTONCENTRE DRIVE SIJITE1250 SANTAANA,CA9270T (714)108-6890 DESIGNED BY: JM L
CHECKED BY: ESN :;::;:: ·• MARINE SAFETY BUILDING REPAIRS AD 111 0:::
----'------'-- Project No. 16530 SHEET 5 <:(
SEE SHEET 1 OF 25 { \-I I R E V I S I O N S I I R E F E R E N C E S I C APPROVALS ) !fu• CITY OF SAN CLEMENTE 25

FOR INFORMATION ONLY
145
60'- o"
V.I.F.
132'-6"
v.iF:-
24'- 6"
V.I.F.
61'- 6"
V.I.F.

CONC. PAVING
37'- o"
V.I .F.
8 6'-0"
V.1.F.

PROTECT STONE

VEENER AS REO'D TO
MODIFY CONC. WALK
CONC. PAVING GARAGE DOOR 6.
'-j-~ ROLLUP DOOR
r --.+11
:,,I"' r-,.::,: ·~
TYP.
~b1·
AD1~11 MAINTENANCE
LEGEND
c:::::::J
c:::::::J c=::::::J
TYP.
nl"' ,~
·~:::,:

Mot-,
\..1..: 1 --:
.,>

REMOVE EXTERIOR WALL FINISH

PER DETAILS

REBUILD WOOD DECK

REMOVE WOOD CATWALK

DEMO WALL & HEADER TO
RELOCATE DOOR REMOVE WOOD GUARDRAIL REMOVE CONC. WALK OR PARTIALLY DEMO CONC. DECK
L

STORAGE CLOSET

STORAGE CLOSET
TYP.

M•t•
L
AC@11
60'- 0 "
V.I.F.

SEE PHOTO ON SHEET G-012
BY: I APP'VD: -~

REVISIONS

REMOVE (E) WINDOW

GARAGE DOOR UNIT GARAGE MEN'S LOCKER ROOM

REMOVE DOOR

JUNIOR GUARDS
REMOVE {E) WINDOW & FRAME
(3 LOC'S, THIS WALL ONLY)
.........

WOMEN'S LOCKER ROOM
WOMEN'S TOILET~~
I
JANITOR~

STORAGE ROOM -----------

TRAINING ROOM T
REMOVE WOOD ----------- '-._g) LADDER IN TOWER
"
REMOVE (E) WINDOW CHIEF'S omcE
L AD1~11
AD©11
2 24'- 6"
V.I.F.
1 rT

PROTECT CARPET ,

TO REMAIN
AD@11

DEMOLITION FLOOR PLAN
SCALE, ,t" - 1 '-o•
ARCHITEClURAL SCALE: AS SHOWN

MEN'S TOILET
T r
REMOVE
>
5' 10'
3/16" • •·-o·~

MOVE ENTIRE
,NC. RAMP &
RECORD

DRAWINGS
2-24-2021
20'
6 HUTTON CENTRE DRIVE SUITE 1250 SANTA ANA,CA9270T
(714)708-6890
CHECKED BY:ESN
DATE·
5/ 15/19
5/ 15/19

DEMOLITION FLOOR PLAN
MARINE SAFETY BUILDING REPAIRS AD112
R E F E R E N C E S (SEE SHEET 1 or 25) APPROVALS
I Project No. 16530 I SHEET
CITY OF SAN C L E M E N T E 2S
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FOR INFORMATION ONLY
146
01"' ,~ ;,.> 01"' ~;;
21'-0"
V.1.F.

DUMPSTERS
30'-0"
V.l,F.

EXISTING STEEL SHEET

PILE BULKHEAD

REVISIONS
21·-ov.1.F.
a·-oV.1.F.

BY: I APP.VD:
10·- ov.1.F. 45'-0"± V.1.F.

EXISTING 6x6 WOOD WALL (TYP.) EXISTING PALM TREES

EXISTING LIGHT POLE
MARINE SAFElY BUILDING
- ~
6HUTTONCENTREORIVE SUITE1250 5ANTAANA.CA92707
(714)70M890

SITE PLAN
SCALE, t = 1'-0"

R E F E R E N C E S
"'
(SEE SHEET 1 OF 25)

APPROVALS
5/15/19
5/15/19
35'-5"
V.1.F.
~•-5" 7'_4-
1 V.I.F. 1 V.1.F. 1
i --"...._ EXISTING PALM TREES

EXISTING LIGHT POLE
EXISTING FISHERMAtfS RESTAURANT

STAFF PARKING ONLY SIGN
GENERAL NOTES:

1. SLOPE OF ACCESSIBLE PARKING SPACE AND ACCESS ISLE SHALL NOT EXCEED 1 :48 IN ANY DIRECTION. GENERAL CONTRACTOR TO VERIFY EXISTING CONDITIONS.

2. LOADING AND UNLOADING ACCESS ISLE BORDER PAINTED BLUE.

3. ACCESS ISLE STRIPES AT 36" MAX ON O.C. PAINTED BLUE.

4. "NO PARKING" PAINTED W/IN ACCESSIBLE STRIPING IN 12" HIGH MINIMUM WHITE LETTERS.

5. SEE SHEET A-611 FOR SIGNAGE SCHEDULE.

6. EXISTING IMPROVEMENTS TO REMAIN PROTECTED IN PLACE UNLESS INDICATED OTHERWISE. 10'
1/eR - 1•- oR

SITE PLAN
RECORD

DRAWINGS
2-24-2021
20' 30•
MARINE SAFETY BUILDING REPAIRS A-111
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0::: I Project No. 16530 I SHEET --~--
2S
<(

CIT Y O F SAN CLEMENT E

FOR INFORMATION ONLY
147
A- 1Q)11
LEGEND
c:::::::J c:::::::J c:::::::J
c::::::::sJ
©
60'- o"
V.I.F.

CONG. PAVING
;,,I"' ,~ r-,.;;,:

ROLLUP DOOR

MAINTENANCE

INSTALL STUDS IN WALL

BETWEEN EXISTING STUDS FOR

ATTACHMENT OF NEW SIDING AT

PREVIOUSLY INFILLED GARAGE
DOOR
SIM.

STORAGE CLOSET

STORAGE CLOSET
71~ ~> ·t" INFILL (E) WINDOW (3 LOC'S, THIS WALL ONLY)

CORNER L
PER~
A- 11¥-311
lYP.

REPLACE EXTERIOR WALL FINISH

NEW WALL & HEADER NEW WOOD GUARDRAIL
NEW CONG. WALK OR NEW CONG. DECK SURFACE REBU ILD WOOD DECK

DOOR PER SCHEDULE
ON SHEET A- 61 1
r------, L
______ J
DESCRIPTION BY: I APP'',{):

A-@11
60'- 0"
V.1.F.

ACCESSIBLE DOOR

CLEARANCE
-~

GARAGE DOOR

JUNIOR GUARDS
(E) SEALED

DOOR TO
REMAIN

INSTALL (N) WINDOW
& INFILL WALL
A- 1~11
GENERAL NOTES·

1. GENERAL CONTRACTOR TO CONFIRM

PATH OF TRAVEL DOES NOT EXCEED
1 :20 SLOPE WITH 1 :48 CROSS SLOPE.
6 2. GENERAL CONTRACTOR TO CONFIRM NEW

CONCRETE HAS POSITIVE SLOPE AWAY
FROM BUILDING.
6HIJTTONCENTRE DRIVE SUITE 1250
SANTA ANA, CA 92707
(71•JTOU890
132'- 6"
v.i"F.""
..........
61 '-6"
V.I.F.
24'- 6"
V.I.F.
37'- 0"
V.I.F. TRUNCATED DOMES
FS 33538 OF FEDERAL STANDARD
CONG. PAVING / 1;;;;;;;;;;;;;;;;;;;;;;;;;;;;;r ~~~~IEiu~~~ffi GARAGE DOOR \ 11 I:.' ': .:· , ·>4--r-© A- fiF011

UNIT GARAGE MEN'S LOCKER ROOM

MEN'S TOILET

WOMEN 'S LOCKER ROOM

WOMEN'S TOILET

REPLACE
FIRST AID ROOM ~ ER (4
A- 112('
L ~o
1 SEE
I
~ITOR~

STORAGE ROOM ----------
A rT

CRETE TRANSITION
~01 1
TRAINING ROOM __-----1

INSTALL (N) LADDER
TYP.
·t"
L
IN 40' TALL TOWER
PER
A- 1~ 51 1
CORNER
PER~
A-1~
lYP.

INWSTALL ( INDOW N) 6
A- 112A-1 1
A-~ 11
24'- 6"
V.I.F.

FLOOR PLAN
SCALE, jt" - 1'- 0"
ARCHITECTl.lRAL SC ALE: AS SHOWN
,, \.. i
FLOOR TRANSi
SEE ffi
A- flF-5
A- © 11
5/1 5/19
5/15/1 9
15'-6"
V.I.F.
5' 10·
3/16" • ,·- •·~

FLOOR PLAN
A-~211
RECORD

DRAWINGS
2-24-2021
20·
MARINE SAFETY BUILDING REPAIRS A-112 I Project No. 16530 I SHEET RE V I S I O N S R E F E R E N C E S (SEE SHEET 1 OF 25) APPROVALS CITY OF SAN CLE M ENT E 25 0 C")
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FOR INFORMATION ONLY
148
r

REMOVE & DISPOSE
(E) WOOD SIDING &
INSTALL (N) T1-11
SIDING

REMOVE & REINSTALL
(E) 2,. WATER LINE
f
l l~
REMOVE & REINSTALL 1 (E) ELECTRICAL BOX
> SIDING

REMOVE & DISPOSE (E)

SIDING & INSTALL (N)
T1-11 SIDING

INSTALL (N) WINDOW
& 1x2 TRIM
f f NEW WINOOW BASIS OF BID· JELD-WEN BUILDERS VINYL TEMPERED GLASS, NO GRILLE. SINGLE-HUNG SIDE LOAD, INTEGRAL NAILING FIN, 32• x 37• ROUGH OPENING.

SUBMIT PRODUCT DATA FOR J".i CITY REVIEW & APPROVAL

CLEAN &
~NT WINDOW

FRAMES ANO
H
T EXISTING WINDOW APPROXIMATE DIMENSIONS: G) 72R HIGH x 79R WIDE @ 72R HIGH x 79R WIDE
Q) 72R HIGH x 79R WIDE
© 72R HIGH x 79R WIDE
@ 58R HIGH x 94R WIDE @ 58R HIGH x 94R WIDE
(E) CONDUIT TO REMAIN
--REMOVE & DISPOSE
\,1 • (E) STONE VENEER &:
.1 INSTALL (N) T1-11
-===r"i'"==------+--J.-1_!__REMOVE & REINSTALL l REMOVE & DISPOSE SIDING\,f(:P),~: ,,----(N) WOOO SIDING
;: REMOVE & DISPOSE
(E) STONE VENEER &
INSTALL {N) T1 -11
SIDING
[Z] 2x 77" HIGH x 37" WIDE
(ID 77" HIGH x 30R WIDE
er: ,~ ;,,>
31•-o·
V.I.F.
(E) 2x6x16' RACK w/
PEGS O a•. ATTACH
W/ (1) LAG BOLT IN
CENTER O 12• O.C.

INFILL (E) OPENING
PER W
A-1QE_='S11
SIM. 9'-6 ..

V.I.F.
(E) STONE VENEER &
INSTALL (N) Tl-11 SIDING
(E) CONC BEAM
kJ {E) CONC BEAM
V.1.F.
(ID 52R HIGH x 77" WIDE
[g 77R HIGH x 52R WIDE
EXTERIOR WALL ELEV - LINE 1 EXTERIOR WALL ELEV LINE 2 2_ EXTERIOR WALL ELEV - LINE 3 §_ SCALE, ,t" • 1'-0"
f
TYP. i 8'-0" V.I.F.
60'-Q"
V.I.F.

EXTERIOR WALL ELEV - LINE G
SCALE, ,t" • 1'-0"
LEGEND
G) (z] REMOVE & REINSTALL (E) WINDOW SHUTTER.

REMOVE & REPLACE 1 x OR 2x TRIM AROUND
WINDOW SEE~
A-2~311
TYP.
c::::::::J REPLACE EXTERIOR WALL FINISH

INFILLWALL INFILL WINDOW OR DOOR
GENERAi NOTE·
APPLY SEALANT CONTINUOUSLY TO SIDING AROUND All DOORS AND WINDOWS. PROVIDE

NEW MOLDING PANELS AROUND DOORS AND
WINDOWS.

AD112,A-1l;;! IAf211 SCALE, ,t" • 1'-0" AD112,A-11;;! IAf21 1 SCALE, ,t" • 1•-0• AD112,A-llf IA_..:211 J

REMOVE & DISPOSE
(E) 1 x WINDOW
TRIM (TYP.)
(E) HOSE BIB
c:r~ -l"
f

REMOVE & REPLACE

WOOD SIDING OVER

SEALED DOOR
•-= ;,,>
TO REMAIN~ v-(E) CONC BEAM
\,rREMOVE & REPLACE
(E) WATER DAMAGED

DRYWALL ON INSIDE
f INSTALL 1 x2 TRIM

AROUNO WINDOWS
f
r--t------------::,__REMOVE & REPLACE (E)

WINDOW FRAMES ON
INSIDE. INSTALL (N)
SEAL.ANT.

REMOVE & DISPOSE
{E) STONE VENEER &
INSTALL (N) Tl -11
SIDING
~-7"'-----------!'--(E) CONC BEAM
24'-6'.

V.I.F.
1 TO 2 EXTERIOR WALL ELEV - LINE H ±
AD112,A-1i? IA_....:211 SCALE, ,t" • 1•-0•
RE"OVE & REPLACE I I

CLEAN & PAINT
(N) WINDOWS (E) SIDING (TYP.)
@) q) G) ~:i"~6"oti' s~6~:gs!
PATCH & REPLACE TRI" µ....c---"'--".,,._ _ _,_..,,_-'-_.1..J.µ....c __ UJ INSTALL {N) T1-11 AITTR CATWALK REMOVAL SIDING {TYP.) t:::==::i===±===t:::==::::i'- REMOVE & DISPOSE
(E) STONE VENEER &:

INSTALL {N) T1-11 SIDING
AD112,A-1t2IA_....:2, 1
REMOVE &: REINSTALL {E)

LIGHT & LOCK BOX
(N) WINDOW

REMOVE & REPLACE
1 x2 TRIM AROUND
WINDOW
INSTALL {N) SHEATHING

ENTIRE WALL FOR FLUSH

EXTERIOR FINISH
f f

REMOVE & DISPOSE
{E) WOOD SIDING &
12[
l
,-+-------~ INSTALL (N) T1-11
15'-6"
V.I.F.

EXTERIOR WALL ELEV
SCALE, ,t" • 1·-0•
f
SIDING

REMOVE & REPLACE
1 x2 TRIM AROUND
WINDOWS (TYP.)
(E) CONC DECK
LINE G 5-
AD112,A-1if IAf2 11
RECORD

DRAWINGS
2-24-2021
EXTERIOR WALL ELEV - LINE J l EXTERIOR WALL ELEV - LINE 7 _a SCALE, ,t" • 1'-0" AD112,A-1i;;! IAf211 SCALE, ,t" • 1'-0" AD-112,A-1t2IAf211 0 ('I)
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ARCHllECTURAL SCALE: AS SHOWN l DAlE: WALL ELEVATIONS DRAWING NO: z DESCRIPTION BY: I APP'VD: -~
6HUTTONCENTRE DRIVE SUITE1250 5ANTAANA,CA92707
(714)70M890
CHECKED BY: ESN :;::;:: ·• MARINE SAFETY BUILDING REPAIRS A-211 0:::
---'---'-- :~ Project No. 16530 SHEET 9 <(
(SEE SHEET 1 OF 25) { I R E V I S I O N S I I R E F E R E N C E S I APe,Q,ALS """ CITY OF SAN CLEMENTE OF 25

FOR INFORMATION ONLY
149
(E) CONC.

REMOVE (E)

STONE & MORTAR VENEER, STUCCO WIRE & BUILDING PAPER
REMOVE WATER DAMAGED DRYWALL. REPLACE W/ (N) 2° DRYWALL. TAPE, PLASTER & PAINT TO MATCH (E).
{E) CONC. BEAM

DEMO EXTERIOR WALL SECTION
SCALE: 1" = 1'-0" AD1@311

REMOVE (E) STONE
& MORTAR VENEER, STUCCO

WIRE & BUILDING PAPER
(E) CONC. BEAM
DEMO EXTERIOR WALL SECTION (2
SCALE:,.= 1·-0· AD11.2IA~311
(E) CONC. CURB
(E) CONC.

REMOVE (E) 1x12
SIDING. BATTS &

BUILDING PAPER
(E) CONC. BEAM
DEMO EXTERIOR WALL SECTION @ SCALE: 1" • 1'-0" A0 11 2 A-311

OF OVERHANG VARIES
(E) 2x4 WALL
(N) DRYWALL
(WHERE OCCURS)
(E) CONC. SLAB
~:KER ROD AND SEALANT
1 x6 BOARD. MITER ANO SEAL
VERTICAL CORNER BOARDS.
(N) T1 -11 SIDING.

PAINT TO MATCH EXISTING WOOD SIDING

REPLACE BUILDING PAPER

WITH NEW
(N) FL.ASHING
(E) CONC. BEAM

1. = Tl-11 SIDING SHALL BE ~,. 8" O.C. EXTERIOR GRADE PLYWOOD.

2. APPLY EXTERIOR PRIMER TO ALL (4) EDGES OF Tl -1 1 SHEETS PRIOR TO INSTALLATION.

3. AFTER INSTALLATION, APPLY EXTERIOR PRIMER TO EXTERIOR SURFACE OF T1 - 11 SIDING.

4. AFTER PRIMING, APPLY EXTERIOR WOOD PAINT TO EXTERIOR SURFACE. COLOR TO MATCH EXISTING.

EXTERIOR WALL REPAIR SECTION ( 4
SCALE: 1M = 1·-0· A-112IA~311
CLEAN, ;~~i~o: _/
=
/

PATCH & PAINT INTERIOR

DRYWALL WHERE DISTURBED

BY INSTALLATION
---
/

REMOVE & REINSTALL

SHUTTER

REMOVE & REPLACE TRIM
AROUND WINDOW. PROVIDE

SUPPLEMENTARY FRAMING

AS NECESSARY TO INSTALL

SHUTTER

1. CLEAN & PAINT FRAMING AROUND WINDOWS PRIOR TO
INSTALLATION OF SHUTTERS.

2. EXISTING WINDOW SHUTTERS ARE ENVIROBLIND PENTAGON 400

SERIES SHUTTERS W/ TAPE WINCH OR CRANK THROUGH THE
WALL.

EXISTING WINDOW SHUTTERS @ SCALE: 1• = 1'-0" A- 11 A-311 (N) BUILDING
PAPER (TYP.)
(N) 1x6
CORNER
BOARDS
EXTERIOR OUTSIDE CORNER DETAIL @ SCALE: 3• = 1•- 0• A-h2 A-311 (E) 2x4
STUDS
(N) BUILDING
PAPER (TYP.)
EXTERIOR INSIDE CORNER DETAIL @ SCALE: 3• = 1'-0" A-i12 A-311 (E) 2x4 WALL
(N) DRYWALL
(WHERE OCCURS)
(E) CONC.
(N) Tl-11 SIDING
& BUILDING PAPER
PER(4\
A-~311
Fl.ASHING
(E) CONC. BEAM
EXTERIOR WALL REPAIR SECTION @ SCALE: 1" = 1•- 0• A-i12 A-311 RECORD

DRAWINGS
2-24-2021
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ARCHITECTURAL SCALE; AS SHOWN l DATE: BUILDING ENVELOPE SECTIONS DRAWING NO: z DESCRIPTION I BY: I APP''.t>: .i.fti&!§> 6HUTTONCENTREORIVE SUITE1250 SANTAANA.C>.92707 (714)70M890 CHECKED BY: ESN :;::;:: -~ MARINE SAFETY BUILDING REPAIRS A-311 0::: ----'-----'-- Project No. 16530 SHEET 10 <( I R E V I S I O N S I I R E F E R E N C E S I (SEE:::~;.; 2S) '"'•" CITY OF SAN CLEMENTE 25

FOR INFORMATION ONLY
150
(N) OR (E) 2x4 STUD.

REFERENCE STRUCT.
(N) OR (E) t
GYP. BOARD
(N) ij" EXTERIOR SHEATHING (N) WEATHER BARRIER (N) BATT INSULATION (MIN. R-1 9) (N) T1 -11 SIDING

TYPICAL WALL PLAN
SCALE: 1~" = 1'-0" A- 11.2 IA_....:511
(N) OR (E) INTERIOR

WOOD VEENER
(N) OR (E) ~-
GYP. BOARD
(N) BATT INSULATION
(MIN. R- 19)
..

LINE OF OVERHANG VARIES

BACKER ROD ANO SEALANT
1 x6 BOARD. MITER AND SEAL
VERTICAL CORNER BOARDS.
(N) Tl - 11 SIDING
(N) ~• EXTERIOR SHEATHING
(N) WEATHER BARRIER
..

TYPICAL WALL SECTION (2
SCALE: 12" = 1'-0" A- 51_ 1IA..:s 11
14RU~
STAN0AR0
F14S

FS INDUSTRIES FIXED STEEL LADDER
MODEL F14S
14'-0" LONG
(14) RUNGS

OR ENGINEER

APPROVED EQUAL
3 SECTIONS REQUIRED
NEW TOWER LADDER r;,
NOT TO SCALE A-iJ2IA_....:s,,
(N) 2x4 0 16" O.C.

RIP FOR FLUSH

EXTERIOR FINISH
/ I I DOOR & FRAME
,---,-+-- DOOR BOTTOM SWEEP
& SEAL
~+--+---ALUMINUM THRESHOLD SET

IN BED OF SEALANT
JIJSlllE
·------CONCRITT FLOOR SLA8
--- ~-~-t<OLD EXT CONC DOWN 1/ 4"

BELOW FINISHED FLR ELEV
~------COMPRESSABLE FILLER
DOOR SILL DETAIL @ SCALE: 1" = 1'- 0" A-i~ 511
(N) t PLYWOOO

FLUSH W/ EXISTING
(E) ~" PLYWOOD (TYP)
NOTE: INSTALL (N) 2" GYP. BOARD ON INSIDE C GRID@.

WINDOW INFILL SECTION ( 5_
SCALE: 1t = 1·-0~ A- 21_ 11 A- 511
R- 19)
RECORD

DRAWINGS
2-24-2021
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------ ARa-tlTECTURAL SCALE; AS SHO\YN DATE: ARCHITECTURAL DETAILS DRAWING NO: z :;::;:: MARINE SAFETY BUILDING REPAIRS A-511 0:::

BY: I APP'IA>: .l'..tt@!§> 6 HUTTON CENTRE DRIVE SUITE1250 SANTAANA.C>.92707 CHECl<EO BY: ESN Project No. 16530 SHEET 11 <( R E V I S I D N S R E F E R E N C E S (SEE ;::v~~ 25> CITY OF SAN CLEMENTE 2s

FOR INFORMATION ONLY
151
NOTES:
12• MIN.

6. PARKING
ONLY
VAN

ACCESSIBLE

MINIMUM
FINE $250
ID-1
~-IN. SIGN AREA MIN. REFLECTfVE IN WHITE ON BLUE

BACKGROUND

2. MOUNT TO 'Z' GALV. STEEL PIPE@ &1' MIN. ABOVE PAVING.

MEASURE TO BOTTOM OF SIGN
&i Main Office " ,
ID-4
NOTE: D.040 RUST FREE ALUMINUM OR FULLY ENGRAVED 60 MIL WEATHER RESISTANT PLASTIC. FULLY ADHERED ATTACHMENT OR STAINLESS STEEL FASTENERS SEf IN SEAL.ANT. INSTALL BETWEEN EXISTING LIGHT FIXTURE AND CORNER, ABOVE SURF FLAG WARNING BOARD.

SIGNAGE
NOTES·
1r MIN.

PARKING
ONLY

MINIMUM
FINE $250
ID-2
~-IN. SIGN AREA MIN. REFLECTIVE IN WHITE ON BLUE
BACKGROUND.

2. MOUNT TO 'Z' GALV. STEEL PIPE@ &1' MIN. ABOVE PAVING.

MEASURE TO BOTTOM OF SIGN.

Office
D-5
NOTE· REINSTALL EXISTING OFFICE SIGN ON NEW DOOR
WITH FULLY ADHERED ATTACHMENT.

ID-3
NOTE: D.040 RUST FREE ALUMINUM. FULLY ADHERED ATTACHMENT OR STAINLESS STEEL FASTENERS SEf IN SEALANT.
2~ SCH 40 x 9'-4"±

GALVANIZED STEEL PIPE

FINISHED GRADE

CAST- IN - PLACE CONCRETE FOOTING
f' c = 3,000 PSI
6,

PARKING
ONLY
""""
·
-

SLOPE TO
DRAIN
:---.

SIGN POST DETAIL
z 5s
g g
ARa-tlTECTURAL SCALE; AS SHO\YN
5/15/19

DOOR SCHEDULE

DOOR DOOR
MARK
lYP. DOOR MARK -@ SIGN

SIZE TYPE MATL HW

REMARKS
w H T TYPE
001 3'-0' T-0' 13/4' D F.G. HW-1 REMOVE AND REINSTALL EXISTING OFFICE ID-5 SIGNAGE.
002 3'-0' ·~· 13/4" D WD HW-2 EXISTING DOOR TD REMAIN.

EXISTING EXISTING REMOVE AND REPLACE HARDWARE
003 3'-0' ·~· 13/4" FL F.G. HW~

DOOR TYPES

I WIDTH I IWIDTHI
{D {Bl
FL~ H
D
""'"" "°"" Se.IT "°""
GENERAL NOTE:

NEW EXTERIOR DOORS TO HAVE 0.47 MAX. U-FACTOR ANO RSHGC FACTOR OF 0.31 PER CALIFORNIA ENERGY CODE TABLE 141 .o-A

HARDWARE SCHEDULE
GENERAL NOTES:

PROVIDE tWU>WAAE~ SPECIFIED IN SECTION 0671 00, REFER TO DOOR SCHEDULE IN DAAWINGS MIDSPEOFICATIONSECTION087613
SETHW-1

HINGES MORTISE
STOPS

DEADBOLT

WEATHER STRIPING

THRESHOLD
SWEEP

DUTCH DOOR INTERIOR FLUSH BOLT
SETHW-2

MORTISE

WEATHER STRIPING

THRESHOLD
SWEEP
VIEWERX2

DUTCH DOOR INTERIOR FLUSH BOLT
SETHW-3
HINGES

MORTISE
STOPS

WEATHER STRIPING

THRESHOLD

SWEEP STRIKE

KICK PLATE
~EWER
TITLE 24 NOTES

AS SPECIFIED

AS SPECIFIED AS SPECIFIED

AS SPECIFIED AS SPECIFIED AS SPECIFIED

REMOVE & REINSTALL EXISTING

AS SPECIFIED AS SPECIFIED AS SPECIFIED

AS SPECIFIED AS SPECIFIED

REMOVE & REINSTALL EXISTING

AS SPECIFIED AS SPECIFIED

AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED

AS SPECIFIED AS SPECIFIED

1. JOINTS, PENETRATIONS, ANO OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE

POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER STRIPPED, OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION. (SEC 110.8)

2. INTERIOR FINISH MATERIALS APPLIED TD WALLS ANO CEILINGS SHALL BE TESTED PER SECTION 803 OF THE CALIFORNIA CODE.

3. EXTERIOR ENTRIES SHALL HAVE FLASHING INTEGRATED WITH THE DRAINAGE PLANE ID-3
ID-4
RECORD

DRAWINGS
2-24-2021
DOOR & SIGNAGE SCHEDULE DRAWING NO;
... : .. ... ·- ~· .. - , : uUILDING REPAIRS
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~~~~CENTREORIVE CHECKEOBY:ESN • •• • /.~I MARiNESAFi:TY-B ...... : ... ::-.::-.. :~: I ::.:. ; .:..:

DESCRIPTION BY: APP'IA>: • • fllS ~~~CA9270r f-------------; \~ Project No. 16530 SHEET 12 <C SEESHEET1 0F25
R E V I s I O N s R E F E R E N C E s ( "'PR0V'1.S ) • CITY OF SAN CLEMENTE CE 25 CHECKED 5/1 5/19

FOR INFORMATION ONLY
152
A. GENERAL

1. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THESE GENERAL NOTES ANO TYPICAL DETAILS. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE

CONDITIONS BEFORE STARTING WORK, AND SHALL RESOLVE CONFLICTS ON THE PLANS WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. IN NO

CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS.

3. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.

4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION.

5. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN FOOTINGS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. THE CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES. DUCTS, ETC.

6. ALL MATERIALS ANO WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE (CBC).

7. THE CONTRACTOR SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR ALL

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, ANO JOB SITE SAFETY.

8. EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS ANO CONDITIONS RELATING TO HIS WORK BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE CONTRACTOR IMMEDIATELY. FAILURE TO REPORT SUCH DISCREPANCIES INDICATES THE SUBCONTRACTOR'S ACCEPTANCE OF SUCH CONDITIONS.

B. REINFORCED CONCRETE

1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, •sPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THESE NOTES.

2. CEMENT SHALL CONFORM TO ASTM C150, TYPE V.

3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33.

4. READY-M IX CONCRETE SHALL BE MIXED ANO DELIVERED IN ACCORDANCE WITH ASTM C94.

5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS:

SLABS: 4,500 PSI
BEAMS: 5,000 PSI
PMPCM: 7,000 PSI

6. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTM C494 & C1017 AND BE OF A TYPE THAT INCREASES

THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED).

7. WATER/CEMENT RATIO SHALL NOT EXCEED 0.40 FOR 5,000 PSI CONCRETE & 0.45 FOR 4,500 PSI CONCRETE.

8. MAXIMUM SLUMP SHALL BE 4" BEFORE THE ADDITION OF ADMIXTURES. 9. ENGINEER SHALL REVIEW AND APPROVE MIX DESIGNS BEFORE INSTALLATION.

10. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60. 11. LAP SPLICES SHALL BE PER LAP SPLICE TABLE BELOW. 12. REINFORCING DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE •MANUAL OF STANDARD PRACTICE", LATEST EDITION.

13. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF COVER FOR CAST-IN-PLACE CONCRETE (U.N.O.):

A) CONCRETE DEPOSITED AGAINST EARTH OR EXPOSED TO SEA WATER: 3" B) CONCRETE SLABS: 1 1/2"
C) CONCRETE BEAMS: 3"

14. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS. AND INSERTS SHALL BE WELL

SECURED IN POSITION WITH WIRE POSITIONERS BEFORE PLACING CONCRETE OR GROUT.

15. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS. ETC., SHALL BE FORMED WITH A 3/4" CHAMFER. SLAB EDGES WITH CMU WALLS OR ADJACENT WALKS 00 NOT REQUIRE CHAMFER.

REINFORCING BAR LAP SPLICE

BAR UNCOATED EPOXY-COATED

SIZE TOP OTHER TOP OTHER BAAS BAAS
#3 22" 17" 28" 25• #4 29• 22· 38" 33• #5 36" 28" 47• 42• #6 43• 33• 57• so· #7 63" 49• 82" 73• #8 12· 56" 94• 83"
#9 81 " 63" 106" 94•
GRADE 60 BARS, 5000 PSI CONC.

CLASS B LAP SPLICE

STRUCTURAL NOTES
C. STRUCTURAL STEEL

1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 2016 EDITION OF CBC CHAPTER 22.

2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A.36 FOR PLATES, CHANNELS & ANGLES, ASTM A500 GRADE B FOR HOLLOW STRUCTURAL SHAPES & ASTM A53 GRADE B FOR PIPES.

3. MACHINE BOLTS SHALL BE GRADE A CONFORMING TO ASTM A.307.

4. ANCHOR ROOS SHALL CONFORM TO ASTM F1554, GRADE 36 OR ASTM A.36.

5. NUTS SHALL CONFORM TO ASTM A563, HEAVY HEX GRADE A AND WASHERS SHALL CONFORM TO ASTM F436, TYPE 1.

6. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A.325, TYPE 1, HEAVY HEX W/ ASTM A563 GRADE C NUTS AND ASTM F436, TYPE 1 WASHERS. 7, GALVANIZED HARDWARE SHALL MEET THE REQUIREMENTS OF ASTM A153 AND GALVANIZED STEEL SHAPES SHALL MEET THE REQUIREMENTS OF ASTM A 123.

8. STAINLESS STEEL BOLTS & THREADED RODS SHALL BE A.316 CONFORMING TO ASTM F593.

9. STAINLESS STEEL NUTS & WASHERS SHALL BE A.316 CONFORMING TO ASTM F594.

10. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS USING APPROVED ELECTRODES PER AWS SPECIFICATION E70XX (LOW HYDROGEN ELECTRODES). WELDING SHALL CONFORM TO THE LATEST EDITION OF AWS 01 .1

ANO SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN.

11. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER BEFORE FABRICATION.

12. ALL STEEL CONNECTORS, ANCHOR BOLTS ANO EMBEDS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE H.D.G. OR S.S.

D. TIMBER

1. ALL WOOD MEMBERS SHALL BE DOUGLAS-FIR (OF) GRADE MARKED BY A RECOGNIZED GRADING AGENCY (WCLIB OR WWPA).

2. WOOD GRADES:

JOISTS & STRINGERS - GRADE No. 1
BEAMS & BRACING - GRADE No. 1 BLOCKING & STUDS - GRADE No. 2 POSTS & COLUMNS - GRADE No. 1 GUARDRAIL - GRADE No. 1
FASCIA & RIM BOARDS - GRADE No. 1

3. CUTTING, NOTCHING, OR DRILLING OF BEAMS OR JOISTS SHALL BE PERMITTED

ONLY AS DETAILED OR APPROVED BY THE ENGINEER ANO/OR PER CBC SECTION 2320.12.4.

4. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32• TO 1/16" DIAMETER LARGER THAN NOMINAL BOLT DIAMETERS.

5. BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER.

6. MOISTURE CONTENT OF WOOD AT TIME OF INSTALLATION SHALL NOT EXCEED 19%.

7. LAG SCREWS: PREDRILL WITH A BIT SIZE OF 65% OF THE SHANK DIAMETER FOR THE THREADED PORTION. LEAD HOLES SHALL BE THE SAME LENGTH AND DIAMETER AS THE UNTHREADED PORTION. PROVIDE CUT WASHERS UNDER HEADS WHICH BEAR ON WOOD.

8. ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, ETC., SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE OR ENGINEER APPROVED EQUAL.

9. ALL NAILING SHALL CONFORM TO CBC TABLE 2304.9.1 EXCEPT AS NOTED ON PLANS AND DETAILS.

10. ALL TIMBER HARDWARE INSTALLED OUTSIDE THE BUILDING ENVELOPE SHALL BE H.0.G. OR S.S.

E. DESIGN CRITERIA

1. DESIGN CODES:
a. 2016 CALIFORNIA BUILDING CODE (CBC)
b. ASCE 7-10
c. ACI 318-14

2. DESIGN LIFE
a. 10 YEAR DESIGN LIFE PRIOR TO BUILDING REPLACEMENT.

3. DESIGN LOADS
a. DEAD LOADS
WOOD DECK = 15 PSF
b. LIVE LOADS
WOOD DECK = 100 PSF
HANDRAIL • 50 PLF APPLIED HORIZ. AT TOP RAIL
LADDER = 300# POINT LOAD ON ANY RUNG
ENGINEERING SCALE: AS SHOWN
BY: I APP\'1>: -~
6 HlfTTON CENTRE DRIVE
SUJTE1250 SAN'T"'!JW.,CA92707
(71•)706--6890
CHECKED BY: COD

ABBREVIATIONS
0 A. BOLT APPROX. ARCH'L AWG AVG.

BLDG

BU(, BLK'G
B•
BOT. BRG.

C/C C.I.P. C.J. CL, CLR
c•u
CONC. CONN. CONST.

CONT.

DEMO DIA., GI
DL<G.

DIM.
(E)
EA.

EA
EL.ELEV.

ELEC.

EMBED.

EO. EQUIP,
E.S.

E.W. EXIST.

EXP. F.G.

FTG
GA.

G.B., GR. BM GIJ.V. G.S.M.

H, HORIZ.

HOPE
HDR
H.D.G.

HT
I.D.

INSP.

KSI LOC'S
""'·

AT ANCHOR BOLT APPROXIMATE ARCHITECT/ARCHITECTURAL AMERICAN WIRE GAUGE AVERAGE

BUILDING BLOCK, BLOCKING BEAM BOTTOM BEARING

CENTER TO CENTER CAST-IN-PLACE CONSTRUCTION JOINT CENTERLINE CLEAR
CONCRffi MASONRY UNIT CONCRETE CONNECTION CONSTRUCTION CONTINUOUS

DEMOLISH & REMOVE DIAMETER DIAGONAL

DIMENSION EXISTING

EACH EACH FACE ELEVATION

ELECTRICAL EMBEDMENT

EQUAL EQUIPMENT EACH SIOE EACH WAY

EXISTING EXPANSION FIBERGLASS FOOTING

GAGE/GAUGE GRADE BEAM GALVANIZED GALVANIZED SHEET METAL HORIZONTAL HIGH DENSITY POL'l'ETHELYNE
HE:AOER

HOT DIPPED GALVANIZED
HEIGHT

INSIDE DIAMETER

INSPECTION

KIPS PER SQUARE INCH

LOCATIONS MAXIMUM
5/15/19 5/15/19
M. BOLT MACHINE BOLT MECH., MECH'L MECHANICAL MFR MANUFACTURER MIN. MINIMUM MIO. MIDDLE ML MUOUNE MTL METAL (N) NEW
N.I.C. NOT IN CONlRACT
NO. NUMBER NOM. NOMINAL
N.T.S. NOT TO SCALE
O.C. ON CENTER

0.0. OUTSIDE DIAMETER

OPN'G OPENING
OPP. OPPOSITE
OPT. OPTIONAL
It PLATE

PCC PORTLAND CEMENT CONCRETE PCF POUNDS PER CUBIC FOOT
PLY., PLYWO PLYWOOD
PMPCM POLYMER MOOIFlED PORTLAND CEMENT MORTAR PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST TENSIONING P.T. PRESSURE TREATED PVC POLY VINYL CHLORIDE R&R REMOVE & REPLACE REINF. REINFORCEMENT REQ'D REQUIRED SCHED. SCHEDULE SHY SHEET S.O.G. SLAB-ON-GRADE SPEC. SPECIAL S.S. STAINLESS STEEL
STA. STATION STD STANDARD STL STEEL STRUCT. STRUCTURAL SO. SQUARE TEMP. TEMPERATURE, TEMPORARY THK THICK T.O.S. TOP OF SLAB TS TUBE STEEL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE
V, VERT. VERTICAL V.I.F. VERIFY IN FlELD
W WIDTH W/ WITH WWF WELOEO WIRE FABRIC W.P. WORKING POINT W.P.J. WEAKENED PLANE JOINT

STRUCTURAL NOTES
RECORD

DRAWINGS
2-24-2021
DR..,W!NG NO:
0 C"')
I.()
co
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0 z
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0:::
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z
0 ....J
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Ill
w
LL
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Cl)
w
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MARINE SAFETY BUILDING REPAIRS S-011 0:::

SEE SHEET 1 2$ Project No. 16530 SHEET 13 <(
R E V I S I O N S R E F E R E N C E S C "1'ROVALS l • CITY OF SAN CLEMENTE 25

FOR INFORMATION ONLY
153
A. SPECIAL INSPECTION REQUIREMENTS

1. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 2016 CBC FOR CONCRETE & STEEL CONSTRUCTION.

2. REFER TO THE MATERIAL SPECIFIC TABLES FOR ACTIVITY
INSPECTION AND FREQUENCY.

B. STRUCTURAL OBSERVATIONS

1. STRUCTURAL OBSERVATION SHALL BE PROVIDED FOR CONCRETE BEAM REPAIRS AND CONCRETE PILE. CONTACT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF PERFORMANCE OF WORK TO BE OBSERVED.
a. OBSERVE FIRST AREA OF CONCRETE BEAM ANO CONCRETE
PILE REPAIRS.

TABLE 1705.3 REQUIRED VERIFlCATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION ANO INSPECTION TASK I CONTINUOUS I PERIODIC I Rg~~~D IRE~~~

1. INSPECTION OF CONCRETE
SUBSTRATE. REINFORCING STEEL

AND PLACEMENT PRIOR TO
CLOSING FORt.CWORK.

2. INSPECTION OF BOLTS TO BE
INSTALLED IN CONCRffi PRIOR TO

AND DURING PLACEMENT OF
CONCRETE.

3. INSPECTION OF ANCHORS
POST-INSTAl.l.ED IN HARDENED
CONCRITT.

4. VERIFYING USE Of REQUIRED
DESIGN MIX.

5. AT THE TIME FRESH CONCRITT IS

SAMPLED TO FABRICATE SPECIMENS

FOR STRENGTH TESTS, PERFORM

SWMP ANO DETERMINE THE
TEMPERATURE OF THE CONCRITT.

6. INSPECTION OF CONCRITT ANO

SHOTCRITT PLACEMENT FOR
PROPER APPLICATION TECHNIQUES.

7. INSPECTION FOR MAINTENANCE OF

SPECIAEO CURING TEMPERATURE
ANO TECHNIQUES.

8. INSPECT FORMWORK FOR SHAPE,

LOCATION ANO DIMENSIONS OF THE
CONCRITT MEMBER BEING FORMED.

9. INSPECTION OF EPOXY ANCHORS.

ACI 318: 3.5,

7.1 - 7.7
ACI 318:

8.1.3,

21.2.8 ACI 318:

3.8.6, 8.1.3,

21.2.8 ACI 318:

Ch.4,

5.2-5.4
ASTM C 172
ASTM C 31
ACI 318:

5.6, 5.8
ACI 318: 5.9,

5.10 ACI 318:

5.11 - 5.13
ACI 318:

6. 1.1
ACI 318:

0.9.2.2 1910.-4
190S.5,
1909.1
1909.1
19D4.2
1910.2,
1910.3
1910.10
1910.6, 1910.7,
1910.8
1910.9
BY: I APP'VD•
SP

ECIAL INSPEC
TION & BM P's
Special Requirement s
and Minimum
Const ruct ion
Standards
BA-5
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POLLUTION
PREVENTION I BI-2 7
FOR

CONSTRUCTION
All construction projects regardless of size are
required, at a minimum, to implement an effective
combination of erosion and sediment control methods
and follow Best Management Practices (BMP's) during
the construction process.

Construction sites need to follow good housekeeping
practices in order to prevent pollutants from entering
the storm drains.

Typical construction site issues to address include:
• Stockpile Management • Concrete & Mortar Waste Management • Solid Waste Management • Sanitary / Septic Waste Management • Hazardous Materials - Delivery, Storage & Use
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SPECIAL ~SSPEcno., FOR.'-!. PERMIT NO,
ri.-......., 620 ,WENIDA. OEL w.R
PNt-fnJ OINr CJT'f or SAN CL.£MENTE
_,_ ERIC S. NEWMAN, S.E.
,,,...,.._1-..,_:-. 818-0611
n.~ S.AMl~ZI
_ __ .,_,__.., __ .. ___ ., ____ .. _., .. "".....,.. __ _,..,.,., ...,_ ...... .,. .. twio1,.,.~ ..... - ... .-................... -~~.---·,pw)' ..... ---- .. ......
-
...
-
..... ,__ ..... """'"' .......
--
-..-"""""'p,,.)
(~""4
--- ( ;'(...._
o;;:. . .--._ .. r.....,~.
}$.!'l,~ (71 4) 708-6890
_, _ _. ___ .,.~------_.. • ..,_ .. ...,. ___ u r<cpn,lby a..,. ,,4 ... -=--~
ccon:ol\lC..U.IMIIL.o;
,. "-"••..-.... .............. ~_ ......... ,.....,. .............. .......,."'ce,'ify fl ;::-"..,;-~~= .. :r-----.. """'-'"'-'-~.,,_..-v...,,1y JCltl.~At11), c:o&11tt_.t;I! II ff•U:~r-'• " a.{,:J-illr,Mf""N(--·-,w,. .. G~'t') ................... ll ~v-· -·~~111- 11 -..... ...... ld, ...... ~bq.lfllffl .,
~~>.,;If~ ~-....... ·•~"l'fldo•• ...................
ffl.lL~AI.Ll.110"' n ...._ ... c_,.. .......

QJ:t"~moo'C..:
11 IIWI ...... C"~:,, .. ,-.1 ~ fl .,...,..,"""'c-.--
OIN._ ,., C'IIMI,.,.~,,.,'"'
=~ _. -, ""'T-'--'~""' ... __.,._,_,._)
ffM."('Tt.'aAI ff'l"fL ==---~n~--.. -------~~~--~Jouftu'u,a ffltt""Cn:9:.U. ~l\.~'
;;~;~· . .,.,,.,,~ , ...... _.:.:·= ... ,
::-:...fl<kft~ r .e~()ij_ TS.~---
lll .».-.JJ>()XY _
ll QM..,k()tfC,_BEAJiiJ _CQNC_ f'JLE...REPAJR. __ _
RECORD

DRAWINGS
2-24-2021
SPECIAL INSPECTION & BMP's
MARINE SAFETY BUILDING REPAIRS S-012
0 C"')
l{)
co
T"""
0 z
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Q)
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er:

Project No. 16530 SHEET 14 <(
R E V I S I O N S R E F E R E N C E S ,--- ;;;;0 ,"s CIT Y O F SAN CLEMENT E o, 25

FOR INFORMATION ONLY
154

NAILING SCHEDULE NOTES
o) COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. b) NAILS SPACED AT 6• ON CENTER AT EDGES. 12• AT INTERMEDIATE SUPPORTS EXCEPT 6" AT SUPPORTS WHERE SPANS ARE 45• OR MORE. FOR NAILING Of WOOD STRUCTURAL PANEL ANO PARTICLEBOARD DIAPHRAGMS ANO SHEARWAl.LS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. c) COMMON OR DEFORMED SHANK.
d) COMMON
e) DEFORMED SHANK
f} CORROSION-RESISTANT SIDING OR CASING NAILS
g) FASTENERS SPACED 3• ON CENTER AT EXTERIOR EDGES AND 6" ON CENTER AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 5• ON CENTER ON THE EDGES ANO 12" ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS.
h) CORROSION- RESISTANT ROORNG NAILS WITH 7/16" DIAMETER HEAD ANO 1 1/2" LENGTH FOR 1/2" SHEATHING ANO 1 3/4" LENGTH FOR 25/32" SHEATHING. i) CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16" CROWN ANO 1• CROWN ANO 1 1/4" LENGTH FOR 1/2" SHEATHING ANO 1 1/2" LENGTH FOR 25/;52• SHEATHING.

PANEL SUPPORTS AT 16" (20" IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED) j) CASING (1 1/2" x 0.080") OR FINISH 1 1/2" x 0.072" NAILS SPACED 6" ON PANEL EDGES. 12" AT INTERMEOIATE SUPPORT
k} PANEL SUPPORTS AT 24". CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES 12" AT INTERMEDIATE SUPPORTS.

I) FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2 1/2" • 0.113") ARE THE MINIMUM REQUIRED FOR 3/8" WOOD STRUCTURAL PANELS, 10d NAILS (3" x 0. 148") ARE THE MINIMUM REQUIRED FOR 1/2" WOOD STRUCTURAL PANELS. m) STAPLES SHALL HAVE A MINIMUM CROWN WIDTH Of 7/16".
n) FOR ROOF SHEATHING APPLICATIONS. FASTENERS SPACED 4" ON CENTER AT EDGES. 8" AT INTERMEDIATE SUPPORTS.
o) FA.STENERS SPACED 4• ON CENTER AT EOGES, 8" AT INTERMEDIATE SUPPORTS FOR SUBFLOOR ANO WAU. SHEATHING ANO 3" ON CENTER AT EDGES, 6" AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.
p) FASTENERS SPACED 4" ON CENTER AT EDGES. 8" AT INTERMEDIATE SUPPORTS.

BY: I APP\'1>: -~
NAILING SCHEDULE - TABLE 2304.9. 1

CONNECTION NAILING

1. JOIST TO SILL OR GIRDER TOENAIL 3-8d COMMON

2. BRIDGING TO JOIST TOENAIL EACH ENO 2-Bd COMMON

3. 1 "• 6" SUBflOOR OR LESS TO EACH JOIST, FACE NAIL 2-Bd COMMON

4. WIDER THAN 1 "• 6" SUBFLOOR TO EACH JOIST, FACE NAIL 3-Bd COMMON

5. 2" SUBFLOOR TO JOIST OR GIROER. BLIND ANO FACE NAIL 2-16d COMMON 6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16" O.C.

SOLE PLATE TO JOIST OR BLOCKING AT BRACED WAU. PANELS 3-16d AT 16" O.C.

7. TOP Pl.ATE TO STUD, ENO NAIL 2- 16d COMMON

8. STUO TO SOLE PLATE, TOENAIL 4-Bd COMMON

9. DOUBLE STUDS, FACE NAIL 16d AT 24" O.C.

10. DOUBLE TOP Pl.ATES, FACE NAIL 16d AT 16" O.C.

DOUBLE TOP PLATES, LAP SPLICE 12- 16d

11. BLOCKING BE'TWEEN JOIST OR RAFTERS TO TOP PLATE, TOENAIL 3-Bd COMMON

12. RIM JOIST TO TOP PLATE, TOENAIL 8d o1 6" O.C. 13. TOP PLATES, LAPS ANO INTERSECTIONS, FACE NAIL 2- 16d COMMON 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON AT 16" O.C. ALONG EOGE 15. CEILING JOISTS TO Pl.ATE, TOENAIL 3- 8d COMMON 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d COMMON 17. CEILING JOIST. LAP OVER PARTITIONS. FACE NAIL 3-16d COMMON 18. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3- 16d COMMON 19. RAFTER TO PLATE, TOENAIL 3-Sd COMMON

20. 1" DIAGONAL BRACE TO EACH STUD ANO PLATE, FACE NAIL 2-8d COMMON 21. 1"X8" SHEATHING TO EACH BEARING, FACE NAIL 2- Sd COMMON 22. WIDER THAN 1 "X8" SHEATHING TO EACH BEARING, FACE NAIL 3- Sd COMMON 23. BUILT-UP CORNER STUDS 16d COMMON AT 24" O.C. 24. BUILT-UP GIRDER ANO BEAMS 20d COMMON AT 32" O.C. AT TOP ANO BOT.

STAGGER 2- 20d AT ENOS ANO AT EACH SPLICE

25. 2" PLANKS 26. COUAR TIE TO RAFTER 27. JACK RAFT[R TO HIP

28. ROOF RAFTER TO
2-8'1' RIDGE BEAM

30. LEOGER STRIP
3 - 10d COMMON (3".0.148")
4 - 3" • 0.131" NAILS 4 - 3• 14 GAGE STAPLES
3 - 10d COMMON (3".0.148")
4 - 3" • 0.131" NAILS 4 - 3• 14 GAGE STAPLES
2 - 16d COMl.lON (J:I" x 0.162")
3 - 3" • 0.131" NAILS
3 - 3" 14 GAGE STAPLES
2 - 16d COMl.lON (J:1"1(().162")
3 - 3" • 0.131" NAILS
3 - 3" 14 GAGE STAPLES
2 - 16d COMMON (J:I" • 0.162")
3 - 3" x 0.131" NAILS
3 - 3• 14 GAGE STAPLES 3 - 16d COMl.lON (J:1"1(().162") 4 - 3" x 0.131" NAILS
4 - 3" 14 GAGE STAPLES
3 - 16d COMl.lON (J:l".0.162")
4 - 3" x 0.131 " NAILS
4 - 3" 14 GAGE STAPLES

31. WOOD STRUCTURAL PANELS ANO PARTICLEBOARO:

SUBFLOOR, ROOF ANO WAU. SHEATHING (TO FRAMING):
1/2" ANO LESS
19/32"-3/4"
7/8"-1"
1 1/8"-1 1/4"
COMBINATION SUBFLOOR - UNOERLAYMENT (TO FRAMING):
3/4" ANO LESS
7/8"- 1"
1 1/8"- 1 1/4"

32. PANEL SIDING (TO FRAMING):
1/2" OR LESS
5/16"

33. FIBERBOARO SHEATHING:
1/2"
25/32"

34. INTERIOR PANELING
1/4"
3/8"
6 HllTTON CENTRE DRIVE
SUJTE 1250
SANTA!JW., CA92707
(71 •) 708-6890
2- 16d COMMON AT EACH BEARING

FACE NAIL

TOENAIL

FACE NAIL FACE NAIL

FACE NAIL

FACE NAIL FACE NAIL
6dc,I
.. , OR 6de
...
10d' OR 8de
...
...
10d d OR 8de
,.,
...

No. 11GA. h
6d COMMON
No. 16GA. I No. 11GA. h
8d COMMON.

No. 16GA. I
4dj
,.,
ENGINEERING SCALE: AS SHOWN
CHECKED BY: COD
5/15/19
5/1 5/19
DBL 2x TOP PLATES
(TYP., U.N.O.)

END NAIL
(4) 16d O 4x4
(6) 16d O 4,6, 4,8 - t+-11----,1+1 11 II I
2x BLK'G AT MID HT
OF STUDS 1 O' TALL

DBL STUDS AT DOOR

OR WINDOW OPENINGS
END NAIL (3) 16d 11 11 l±H, ,i I ,t
A35 FRAMING
ANCHOR EA. SIDE

ANCHOR BOLTS

TYPICAL FRAMING AT STUD WALL
A35 FRAMING ANCHOR TOP AND BOT.

NOT TO SCALE s-01Jls~o13
DBL 2x TOP PLATES
(TYP., U.N.O.)

ENO NAIL
(4) 16d O 4x4
(6) 16d O 4,6, 4,8 -t+-11----<l+-I 11 11 Ht
2x BLK'G AT MIO HT
OF STUDS 10' TALL

DBL STUDS AT DOOR

OR WINDOW OPENINGS
A35 FRAMING
ANCHOR EA. SIDE
~-111 EXPANSION+ I I I ~ I I ' I
ANCHORS O 32"
O.C. 4" EMBED
A35 FRAMING ANCHOR TOP ANO BOT.

HEADER AT NEW WALL {2')
NOT TO SCALE S-11 _2 I S_-013
RECORD

DRAWINGS
2-24-2021
DRAWING NO:
0 C")
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(1)
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0:::
w
0:::
(!)
z
0 ....J
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Ill
w
LL
<(
Cl)
w
TYPICAL WOOD DETAILS z
MARINE SAFETY BUILDING REPAIRS S-013 0:::

SEE SHEET 1 25 ProjectNo.16530 SHEET 15 <(
R E V I S I O N S R E F E R E N C E S c .,,.,0,.LS l ' CITY OF SAN CLEMENTE 25

FOR INFORMATION ONLY
155
LEGEND
c::==::J
l222222Z]
c:::::::B

ROLLUP DOOR
:,,I . .
i-->

MAINTENANCE
nl"' ,~ ~>

REBUILD WOOD DECK

REMOVE WOOD CATWALK DEMO WALL & HEADER TO

RELOCATE DOOR REMOVE WOOD GUARDRAIL
REt-AOVE CONG. WALK OR PARTIALLY DEt.40 CONG. WALK
G>
60'-Q"
V.1.F.

CONG. PAVING

STORAGE CLOSET
STORAGE CLOSET 60'-0"
V.I.F.

SEE PHOTO ON SHEET G-012

GARAGE DOOR

JUNIOR GUARDS
OESCRIPTION BY: I APP'W: .11:ti&§) 6 HUTTON CENTRE DRIVE SUITE1250 SANTAl>HA.Co\92707 (71.)roa.6890 2 132'-6"
v.i"F.""
.
.........,.
24'-6"
V.1.F.

GARAGE DOOR

UNIT GARAGE
61'-6"
V.I.F.

CONG. PAVING
MEN'S LOCKER ROOt.4

WOMEN'S LOCKER ROOM

WOMEN'S TOILIT
JANITOR~

STORAGE ROOM---------
REMOVE WOOD ------1

LADDER IN TOWER

TRAINING ROOM
., '
24'-6"
V.I.F.

REMOVE WOOD
CATWALK & CABLE RAILING SEE (1\
sDTTfil='411
'

CHIEF'S OFFICE
@

DEMOLITION FLOOR PLAN
SCALE, 1i" - 1 '-D"
ENQNEERING SCALE: AS SHOWN DRA'MII BY: MIJ DESIGNED BY: ESN 5/15/19 CHECKED BY: COD 5/15/19
REVISIONS R E F E R E N C E S (SEE SHEET 1 CF 25) APPROVALS 37'-Q"
V.1.F.
'
MEN'S SHOWER ROOt.4

MEN'S TOILET

FIRST AID ROOM
15'-6"
v.i:F."
',1~ ~>
5' 10·
,;..-.,·.,·~
RECORD

DRAWINGS
2-24-2021
20'

DEMOLITION FLOOR PLAN
MARINE SAFETY BUILDING REPAIRS 8D112 I Project No. 16530 I SHEET 16 CITY OF SAN CLEMENTE o, 25
0 ('f)
LO
co
...-
ci
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0 ...J :::>
co
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Iw
LL
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<(

FOR INFORMATION ONLY
156
€}
H
:,,I . .
i-->
71~ ~>
~I"' 1 --: ;,,>
:..1..: c:,~
LEGEND
60'-0"
V.I.F.
(E) CONCRETE STEM
r
132'-6"
v.i"T.

WALL & SPREAD
FOOTING (lYP.)\

REPAIR CONCRETE BEAM & SLAB
PER ffi
s-f1Fs12
TYP. rREPAIR (5)

CONCRETE PILES
PER ffi
s-f1¥-s11
lYP.

TYP. ~t"

REPAIR CONCRETE L

BEAM, CURB &
SLAB PER~
s-~512
TYP.
50•-o·
V.I.F.
r (E) CONCRETE SLAB (TYP.)
/ ,rREPAIR CONCRETE
BEAM. CURB &
SLAB PER(3\
s-f1¥512
lYP.
(E) 14"fl CONC PILE (TYP.)
S-1 ?s- 511

REMOVE LOOSE CONCRETE

ON SURFACE OF BEAM

FACE AND PATCH WITH

TROWEL APPLIED PMPCM
2 24'-6"
V.I.F.
12 24•_5•
V.I.F.

REPAIR CONCRETE BEAM
0 REPAIR CONCRETE PILE
SEE PHOTO ON SHEET G-012 CONCRETE BEAM SURFACE PATCHING BY: I APP'I/D: -~
6HlJTTONCENTRE DRIVE
SUITE1~ SANTAANA.CA92707
(71,)TOIHl890

FOUNDATION PLAN
SCALE, ,t" - 1'-0"
61'-6·
v.u==:-
37'-0" 6'-0"
V.I.F. ""v."i:""F.
ft REPAIR CONCRETE BEAM C) PER~ ,.... S-111S-512 I
i-- TYP.
(E) 12"fl TIMBER PILE
{TYP.)
V.I.F.
im.,;
r (E) CONCRETE DECK
REMOVE (E) 12"fl TIMBER PILE /
& REPLACE W/ (N) STEEL
PIPE PILE PER~
s-flF-511
15'-6'" I 5'-o"
V.1.F. 1 V.I.F.
9) OQ

1. PAINT EXTERIOR OF ALL EXPOSED CONCRETE
BEAMS TO MATCH COLOR OF SIDING.

2. PAINT ALL CONCRETE PILES TO MATCH COLOR
OF ADJACENT BEACH SAND.
~I"' ,~ ~>
,. ID'
3/16" - 1'-D"~
:rl" 1q;
"'I"' ,~ N>
RECORD

DRAWINGS
2-24-2021
20' JO'
0 ("')
LC')
(,0
......
0 z
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w
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w
DATE, I FOUNDATION PLAN I """""· NO I z
:;::;:: MARINE SAFETY BUILDING REPAIRS S-111 0:::

ENGINEERING SCALE: AS SHOWN
CHECl<ED BY: CDD
SEE SHEET 1 OF 25 Project No. 16530 SHEET 17 <(
R E V I S I O N S R E F E R E N C E S c APPROVALS > • CITY OF SAN CLEMENTE OF 25

FOR INFORMATION ONLY
157
:,,I . .
i-->
1 nl"' ,~ ~>

ROLLUP DOOR
REPAIR CONCRETE CURB PER CJ:j,
s-~s12

MAINTENANCE
REPAIR CONCRETE CURB PER ffi
s-f1Fs12
TYP.

LEGEND
c===) NEW WALL & HEADER

NEW WOOD GUARDRAIL
NEW CONG. WALK OR NEW CONG. DECK SURFACE

REBUILD WOOD DECK
c===) REPAIR CONCRETE CURB

DESCRIPTION

REVISIONS
BY: I APP'-.0:
60'-0"
V.I.F.

CONG. PAVING

STORAGE CLOSET

GARAGE DOOR

STORAGE CLOSET JUNIOR GUARDS
REPAIR CONCRETE CURB PER ffi
s-f1Fs12
TYP.
50•-ov.1.F.
.i1E@§> 6HUTTONCENTREORlVE SUITE1250 SANTAAMA,C,,92707 (714)7Dll-6890 2 132'-6"
v.i":"F.""
.........
24'-6·
V.I.F.

GARAGE DOOR
fil.'._=-.§_"
V.I.F.

CONG. PAVING

UNIT GARAGE MEN'S LOCKER ROOM

WOMEN'S LOCKER ROOM

WOMEN'S TOILIT
JANITOR~

STORAGE ROOM---------
(N) LADDER ,IN~ TOWER PER ARCH l.
(SECURE PER MANUF.

RECOMMENDATIONS)
37•-ov.1.F.
'
----.,
TRAINING ROOM /)\
24'-6_
V.I.F.

FLOOR PLAN
SCALE, jt" - 1•-0•
CHIEF·s OFFICE
ENGINEERING SCALE: AS SHOWN
DESIGNED BY: ESN
CHECKED BY: CDD
5/15/19 5/15/19
R E F E R E N C E S (SEE SHEET 1 OF 25) APPROVALS
MEN·s SHOWER ROOM

MEN'S TOILET

FIRST AID ROOM

RECEPTION ROOM
15'-6"
V.I.F.

MATCH (E)

ELEVATION
~EW CONC. WALK
SEE/4\
s-1iF-s11
RECORD

DRAWINGS
2-24-2021
~· 10· 20·
,;..--,·--0·~
FLOOR PLAN DRAWNG NO:

MARINE SAFETY BUILDING REPAIRS S-112 I Project No. 16530 I SHEET 18 CITY OF SAN CLEMENTE 25
0 ("I)
lt)
(0
T"""
0 z
.....
(.)
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w
z
a:
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FOR INFORMATION ONLY
158
f 60'-Q" V.1.F.

REMOVE & DISPOSE (E)
ROOFING. INSTALL {N)

ROOFING FELT &
t
132'-6"
v.i:"F."""
24'-6R
V.1.F. t
2x10 0 16" O.C.
61'-6"
V.I.F.
37'-Q"
V.1.F.
2x10 0 24" O.C.
·1 V.I.~.
4x10

REPAIR BEAM ENO PER -
s-f~514
TYP.
,1~ ~>
A
71~ t:> 4x10
COMPOSmON SHINGLE~

REMOVE & REPLACE
(E) 2x4 FASCIA PIECE
3" HIGH x 11" LONG
ROOF TRUSSES O 24" O.C.
:,,I. I~
~>
4x1 0

REMOVE & REPLACE
~" PLYWOOD ROOF
SHEATHING. REPLACE

ASPHALT SHINGLES W/ NEW
CLASS "A" ASPHALT SHINGLES
SEE(S\
s-~

RIDGE LINE
I I I I I I I~
,s· o·· \,-------.r
CUT OFF 4x10 BEAM END
FLUSH W/ FASCIA.

TREAT CUT END W/
PRESERVATIVE & PAINT TO MATCH EXISTING.
2x12 FASCIA (TYP.)

REMOVE & REINSTALL
(E) BIRD DffiRENT

SPRINKLER SYSTEM

AS REQUIRED
so'-o"
V.I.F.

ALL FRAMING EXISTING UNLESS NOTED OTHERWISE.

DESCRIPTION BY: IAPP'W: -~
:E6~i ~~(g) ::a~ mro@ 'f"ER(Y\
S-1~514
32 LOG'S
6HUTTONCENTRE DRIVE SUITE1250
SAl'ITAANA.CA92707
(71~)708-6890

2. /t PLYWOOD I SHEATHING
24•-s"
V.I.F.
2x10 0 15•· O.C.

ROOF FRAMING PLAN
SCALE, ~- - 1 '-o•
ENGINEERING SCALE: AS SHO'M'-1

RIDGE LINE
/TOWER
4,8 4,8 4,8 4,8 4,8 4,8
.. •••
2x10 0 24" O.C.
4x10 4x10
1--- NEW 4x6 HEADER
15'-6"
V.I.F.
,. ,O'
J/'6"••·-,·~
RECORD

DRAWINGS
2-24-2021
20' ,O'
0 ('I)
LO
co
..-
0 z
t5
(l)
·ea..

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c::
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ROOF FRAMING PLAN DRA'MNG NO: z
DRAWN BY: MIJ DESIGNED BY: ESN
CHECKED BY: CDO MARINE SAFETY BUILDING REPAIRS S-113 0::

SEE SHEET 1 OF 25 Project No. 16530 SHEET 19 <(
R E V I s I O N s I I R E F E R E N C E s I ( APPROV"-S ) R CITY OF SAN CLEMENTE Of 25

FOR INFORMATION ONLY
159
CUT (E) 4x4 BEAMS FLUSH
W/ BUILDING FACE.

REMOVE & DISPOSE
OUTRIGGERS (TYP.)
®-

REMOVE & DISPOSE
{E) 2x4 & 2x6 DECK
BOARDS (TYP.)
©-
0-----
1 l
I I
I
I I
I
I I
I
-- J
: -~
l-~ ~ •~
,:]ff
REMOVE {E) STEPS
REMOVE & DISPOSE (E) 4x4

EDGE BEAMS OVER
6x6 SUPPORT FRAMING OVER
4x6 SUPPORT FRAMING

REMOVE & DISPOSE
(E) 2x4 & 2x6 DECK
BOARDS {TYP .)
t s•-9- v.f:F. 7'-o- v.f:F. t 7'-o- v.f:F.

REMOVE & DISPOSE
2x6 RIM BOARD
(TYP.)
6'-9"
""vif."
NOTES: 1) TREAT FIELD CUT ENDS OF EXISTING OUTRIGGERS WITH PRESERVATIVE. 2) PATCH & PAINT EXTERIOR TO MATCH EXISTING.

DESCRIPTION BY: IAPP'W:

CATWALK OEMO PLAN @ SCALE:~-= 1•-0- SD12S-411
.i1li@§> 6HUTTONCENTREORlVE SUITE1250 SANTAAMA,C,,92707 (714)70!!-6890 t V.1.F.

REMOVE & DISPOSE
(E) WOOD GATE.

REMOVE & REPLACE
{E) WOOD GUARDRAIL
SEE ffi
s-~513
"I"' 1 -: ;,,>
'ol"'
(E) CONC. DECK

TO REMAIN

REMOVE & DISPOSE
{E) 2x6 OVER 2x12

REPAIR SURFACE OF
{E) CONC. DECK
,t,,
L
REMOVE {E) CAlWAU<,

STEPS & GATE
SLOPE

PER ARCH'L
s-~13
{N) WOOD DECK
(E) 6x6 BUILDING

COLUMN TO REMAIN
NEW WOOO GUARDRAIL PLAN 2_
SCALE, j• • 1'-0" SD112,S-f1_2 ISf411
2'
_j
RECORD

DRAWINGS
2-24-2021
,· ,. ,. ,O'
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ENGINEERING SCALE: AS SHOWN CATWALK FRAMING PLAN DRAWNG NO: z DESIGNED BY: ESN
CHECKED BY: COD :;::;:: ·• MARINE SAFETY BUILDING REPAIRS 8-411 c:r'. ----'---'-- Project No. 16530 SHEET 2D <( SEE SHEET 1 OF 25 { \-I I R E V I S I O N S I I R E F E R E N C E S I C APPRQ,ALS ) !ro• CITY OF SAN CLEMENTE 25

FOR INFORMATION ONLY
160

DESCRIPTION
r (E) 12•• r ~ WOOD DECK TO r r (E) 6" STEP TIMBER PILE CONC. DECK ~ft¥ ..

N
I
& SAVE T DGER MAY REMAIN.

SE rt/i"i::.-, , :,J.'o!{,, ,_ ,, ,.c
·-• :':"'- ""- ' '" r -
mp "iEAMS 11 2,6 b~cs2.:. VERTICAL
I -
2x6 N
2 6
E X
2,6 4,8
@-
OVER 4x12

REMOVE (E) TIMBER PILE
(THIS PILE ONLY). MAY

PULL OR EXCAVATE TO
REMOVE. IF PILE BREAKS,
REMOVE STUB TO EL o.o·.

Fill HOLE & COMPACT. =
REMOVE. STORE &

PROTECT EXISTING

CAUTION SIGNAGE

REMOVE, STORE & PROTECT

EXISTING COMPOSITE DECKING &
FASCIA BOARDS FOR REINSTALLATION.
s·-o· s·-o·

EXISTING DECK DEMO PLAN
SCALE: ,. = 1'-0'' sof12ISf412

REINSTALL (E)
11'-10· 7'-11·
I H G SUPPLEMENT COMPOSITE ADDITIONAL DECKING. T F T J / (N) FLUSH TRANSITON T (N) BOARDS AS REQ'D l BETWEEN WOOD DECK & coNcRETE DECK I r<N> BEAMs & (E) 12"1& // JOISTS (TYP.)

TIMBER PILE
(E) SAND
r t (TYP) (N) *2,8 LEDGER (N) 2,B LEDGER (N) 2,8 LEDGER r (N) FLUSH TRANSITION U'l 2x8 01•....1 2x8 SLOPE SLOPE 2x8 SLOPE BETWEEN DECK AND c;S 0 ro ro LEVEL ro -~ 8 5 AS REQ'D AS REC'D ro AS REQ'D ro CONC. WALK I . 1 ,:. ,:. --- ,:. g ct: PER ARCH'L PER ARCH'L ,:. PER ARCH'L ,:. .., v 2x8 2x8 _ U'l 2x8 2xB (E) CONC.
- 4x10 4x10 I --'LI..LI..~..U..U.,-'>,--"=------~- 4x10 r WALK @----~,·-10· LL~s•-9• 8'-6" •·-s· J ••-5• \
(N) 6NI& STEEL (N) GUARDRAIL
PIPE PILE (N) SIMPSON HTT4 TENSION TIE (TYP.)
S-~511 §•A. BOLT TO 4,10 S-4~ 13 APPROVED EQUAL JOIST HANGER OR SEE 2 REINSTALL (E) W/ (18) 16d NAILS TO 4x8 & 1 (N) SIMPSON LUS48 CAUTION SIGNAGE - JOIST HANGER OR (N) SIMPSON LUS28
OR APPROVED EQUAL (TYP.) APPROVED EQUAL
(TYP. ON SOUTH END) TYP. (TYP.) (E) SAND
= 1. ALL NEW WOOD SHALL BE PRESSURE TREATED.

2. ALL BRACKETS & JOISTS HANGERS SHALL BE GALVANIZED.

3. ALL BOLTS SHALL BE HOT DIP GALVANIZED.

4. ALL SCREWS SHALL BE TYPE 316 STAINLESS STEEL

5. PAINT DECK FRAMING TO MATCH EXISTING.

NEW DECK FRAMING PLAN @ S-112 S-412
SCALE, ~- a 1•-0•
,.

RECORD

DRAWINGS
2-24-2021
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ENGINEERING SCALE: AS SHOWN DECK FRAMING PLAN DRAYllNG NO: z BY; I APP'-.0; idiff8 6HUTTONCENTREORlVE SUITE1250 SANTAAMA,C,,92707 (714)708-6890 DESIGNED BY: ESN CHECKED BY: CDD :;::;:: ·• MARINE SAFETY BUILDING REPAIRS S-412 c:r'. ----'-----'-- :~ Project No. 16530 SHEET 21 <( SEE SHEET 1 OF 25 { \-1 I R E V I S I O N S I I R E F E R E N C E S I C APPRO,ALS ) !ftiR CITY OF SAN CLEMENTE 25

FOR INFORMATION ONLY
161
~l".l ".l~
la« 6 !:t' 6'" MIN. PAST

DETERIORATION
SAND ELEV. VARIES

WITH SEASON AND

STORM ACTIVITY
-~ " .

ELEVATION
(E) CONC. BEAM
·; ~~o~E;i~ rtg:~~· :
• • cgR FIEL~Gl~~R

APPROVED EQUAL)
• .• 1.
(N) a• SIMPSON STRONG-TIE
FX-70 CORROSION FREE

FIBERGLASS PILE JACKET (OR ENGINEER APPROVED EOUAL)

EXCAVATE SAND AS REO'D TO INSTALL PILE JACKET
(E) CONCRETE PILE

REMOVE LOOSE &

DETERIORATED MATERIAL
llilIES;

1. WORK LOW TIDE WINDOWS WHENEVER PRACTICAL. CONTACT CITY MIN. OF 14 DAYS IN ADVANCE FOR PERMISSION IF OUTSIDE OF TYPICAL WORK HOURS.

2. EXCAVATE SANO AS NEEDED FOR ACCESS. THIS SITE AND EXCAVATIONS ARE PRONE TO TIDE, WAVE & STORM INUNDATION. PROTECT WORK AREAS AS APPROPRIATE.

J. CLEAN & ROUGHEN INTERFACE FOR NEW WORK.

4. INSTALL AS SHOWN ANO PER MANUFACTURER'S LATEST SPECIFICATIONS.

5. PROVIDE TARPS ANO DROP CLOTHS AS NECESSARY TO PREVENT ANY CONSTRUCTION MATERIAL FROM COMING IN CONTACT WITH BEACH OR OCEAN.

6. AFTER JACKET IS IN PROPER POSITION INSTALL SELF DRILLING SELF TAPPING A316 STAINLESS STEEL SCREWS AT 8" O.C.

7. CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING

OR FABRICATING ANY MATERIAL

8. PAINT FIBERGLASS JACKET TO MATCH ADJACENT BEACH SANO.

CONTRACTOR -

FIELD MEASURE
a" WALL 1" = ~~~Kriz~ll_; 4 1" a" WALL
t'\.' wow. • ' "" Yr 2· vo,o

NOT TO SCALE
ANCHOR

CONCRETE PILE JACKET REPAIRS

LOCATION
GRID G & GRID 1.1 GRID G & GRID 1.3 GRID G & GRID 2 GRID J & GRID 5 GRID G & GRID 9 3¾"
] FX-763TG'7 1 -'-,
#10 S.~ SCREW)
j,______2t___j

NOT TO SCALE
LENGTH
TOP s· TOP 6' TOP 5' TOP 7' TOP 4'

FIBERGLASS PILE JACKET REPAIR
SCALE: j" = 1'-0"
TOOLED JOINT W/ 1/4"

RADIUS CORNERS OR SAWCUT
PERffi l ¼ LI REINFORCEMENT k "/ 1]
s-s~s12,\ ...,
LAP REINF.
2'-0" MIN.

NOTES:
.GGREGATE BASE

WEAKENP PLANE JOINT (WPJ)
_l.--'--'-----------l;-==--!..._!..• J

CONSTRUCTION JOINT (CJ)

1. SL.AB JOINTS SHALL OCCUR IN SQUARE OR RECTANGULAR PATTERN W/ 20' -0" MAX BETWEEN JOINTS EA. WAY UNLESS OTHERWISE NOTED ON PLAN.

2. SAWCUT WITHIN 12 HOURS OF STARTING POUR.

CONCRETE WALK JOINTS ;j_
NOT TO SCALE S-11_2 IS_-511
BY: ! APP.VD: .i1t®§>
S-i111Sf511
6HUTTONCENTRE DRIVE SUITE1250
SANTAAMA.CA92707
(714)70!!-6890

REPAIR (E) PILES

PER PLAN
BUILDING CROSS SECTION (3
SCALE,,,,,.• 1·-0· S-1\1IS~511
ENGINEERING SCALE: AS SHOWN
CHECKED BY: CDD
o.c.
;,)0-)»); 1/)y'; J;S / 1/;0'/y~'(/)»> •
UPPER 6" 'of SUBGRAOE 4" DENSE-GRADED CRUSHED
COMPACTED TO 95% AGGREGATE BASE COMPACTED
RELATIVE COMPACTION TO 95% RELATIVE COMPACTION
N.QIE;_ SLOPE PAVEMENT TO MATCH
ELEVATION OF {E) ADJACENT PAVING.

CONC. WALK PAVEMENT ( 4
SCALE: 1~" = 1'-0" s-11.2ls . ....:511
&

DRIVE PILE TO INSTALL
~·
= 1. PAINT STEEL PIPE TO MATCH ADJACENT BEACH SAND.

PIPE PILE TO BEAM CONNECTION (2_
SCALE, 1~• • 1'-0" S-111,S-41_2IS_-511

BEAMS PER PLAN
s EL +9.1' TO +11.J'±
V.I.F.

RECORD

DRAWINGS
2-24-2021
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PILE DETAILS ORA'MNG NO: z
:;::;:: ·• MARINE SAFETY BUILDING REPAIRS S-511 0:::
----'-------'-- Project No. 16530 SHEET 22 <(
(SEE SHEET 1 OF 25 {i \I
R E V I S I O N S I I R E F E R E N C E S I APPRO>ALS I ' CIT Y OF SAN CLEMENTE OF 25

FOR INFORMATION ONLY
162

CONCRETE BEAM & CURB REPAIR INSTRUCTIONS
1) SAWCUT 1- DEEP AT EDGES OF REPAIR AREA. REMOVE DETERIORATED (WEAK OR OEL.AMINATED) CONCRETE.
2) REMOVE &: DISPOSE OF CONCRETE USING 25# MAX. HANDHELD ELECTRICAL CHIPPING HAMMERS. AIR CHISELS, NEEDLE GUNS OR SIMILAR WHICH DOES NOT DAMAGE THE SUBSTRATE TO REMAIN.
3) THE REMOVAL METHOD SHALL ABRADE CONCRETE SURFACE TO EXPOSE CLEAN AGGREGATE (ACHIEVE CSP-6 MIN. ON ACI SURFACE PREP GUIDELINES SCALE).
4) MECHANICALLY CLEAN ANY REINFORCING STEEL EXPOSED TO REMOVE ALL TRACES OF RUST. APPLY SIKA ARMATEC 110 EPOCEM TO EXPOSED REINFORCING BARS PER MANUFACTURER'S INSTRUCTIONS.
5) PRESSURE WASH (250 PSI MIN.) ENTIRE REPAIR AREA TO REMOVE All OUST, OIL, GREASE &: DEBRIS. SATURATE SURFACE WITH CLEAN WATER.

LET ORY. SURFACE SHOULD BE SATURATED SURFACE DRY (SSD) WITH NO STANDING WATER DURING APPLICATION. 6) INSTALL SUPPLEMENTAL REBAR (SAME SIZE & LOCATION) WHERE EXISTING REINFORCING HAS 25% OR GREATER SECTION LOSS.
7) THE SPECIAL INSPECTOR SHALL OBSERVE THE PREPARATION OF REPAIR AREA PRIOR TO REPAIR MORTAR PLACEMENT. THE SPECIAL INSPECTOR SHALL OBSERVE THE MIXING AND PLACEMENT OF MORTAR OR CONCRETE. 8) APPLY SIKADUR 32 HI-MOO LPL PER MANUFACTURER'S INSTRUCTIONS TO ENTIRE SURFACE INCLUDING ANY EXPOSED REBAR. APPLY BY
STIFF-BRISTLE BRUSH OR BROOM. MAY SPRAY APPLY WITH GOLDBLATT PATTERN PISTOL OR EQUAL "HOPPER lYPE" EQUIPMENT. WORK THE BONDING SLURRY WELL INTO THE SUBSTRATE TO ENSURE COMPLETE COVERAGE OF SURFACE IRREGULARITIES.
9) FOR REPAIRS :s; 3" DEEP, THOROUGHLY MIX SIKATOP 123 PLUS PER

MANUFACTURER'S INSTRUCTIONS USING PROPER PROPORTIONS OF THE TWO COMPONENTS. APPLY NEW SIKATOP 123 PLUS PER
MANUFACTURER'S INSTRUCTIONS WHILE BONDING AGENT IS STILL WET.

SCRUB MATERIAL INTO THE SUBSTRATE, FILLING ALL PORES AND VOIDS.

FORCE MATERIAL AGAINST EDGE OF REPAIR, WORKING TOWARDS CENTER.

CONSOLIDATE MATERIAL.
10) FOR REPAIRS > 3" DEEP, INSTALL FORMS & PLACE 5,000 PSI CONCRETE WHILE BONDING AGENT IS STILL WET.
11) IMMEDIATELY AFTER FINISHING, COMMENCE MOIST CURING WITH FINE MIST OF WATER OR APPLY CURING COMPOUND IF NO ADDITIONAL MORTAR LIFTS WILL BE PLACED. 12) PAINT ALL EXPOSED EXTERIOR CONCRETE BEAMS TO MATCH COLOR OF SIDING.

CONCRETE DECK & SLAB REPAIR INSTRUCTIONS
1) SAWCUT ~" DEEP AT A 1 O" GRID WITHIN THE REPAIR AREA. 2) REMOVE & DISPOSE OF ~,. MIN. CONCRETE USING 408 MAX.

HANDHELD CHIPPING TOOLS OR ELECTRICAL CHIPPING HAMMERS,

AIR CHISELS, NEEDLE GUNS OR SIMILAR WHICH DOES NOT DAMAGE THE SUBSTRATE TO REMAIN.
3) REMOVE DETERIORATED (WEAK OR OELAMINATED) CONCRETE.
4) THE REMOVAL METHOD SHALL ABRADE CONCRETE SURFACE TO
EXPOSE CLEAN AGGREGATE (ACHIEVE CSP-6 MIN. ON ACI
SURFACE PREP GUIDELINES SCALE).
5) MECHANICALLY CLEAN ANY REINFORCING STEEL EXPOSED TO
REMOVE ALL TRACES OF RUST. APPLY SIKA ARW.TEC 110 EPOCEM

OR APPROVED EQUAL TO EXPOSED REINFORCING BARS PER
MANUFACTURER'S INSTRUCTIONS. IF MORE THAN HALF OF THE BAR DEPTH IS INITIALLY EXPOSED. EXPOSE THE ENTIRE BAR SO THAT THE NEW MATERIAL CAN COMPLETELY SURROUND THE BAR.
6) PRESSURE WASH (250 PSI MIN.) ENTIRE REPAIR AREA TO REMOVE ALL DUST, OIL, GREASE & DEBRIS. SATURATE SURFACE WITH
CLEAN WATER. LET ORY. SURFACE SHOULD BE SATURATED SURFACE DRY (SSD) WITH NO STANDING WATER DURING APPLICATION.
7) INSTALL SUPPLEMENTAL REBAR (SAME SIZE & LOCATION) WHERE EXISTING REINFORCING HAS 25% OR GREATER SECTION LOSS.
8) THE SPECIAL INSPECTOR SHALL OBSERVE THE PREPARATION OF REPAIR AREA PRIOR TO REPAIR MORTAR PLACEMENT. THE SPECIAL

INSPECTOR SHALL OBSERVE THE MIXING AND PLACEMENT OF
MORTAR.
9) APPLY SIKADUR 32 HI-MOD LPL OR APPROVED EQUAL PER

MANUFACTURER'S INSTRUCTIONS TO ENTIRE SURFACE INCLUDING ANY EXPOSED REBAR. APPLY BY STIFF-BRISTLE BRUSH OR
BROOM. MAY SPRAY APPLY WITH GOLDBLATT PATTERN PISTOL OR EQUAL "HOPPER TYPE" EQUIPMENT. WORK THE BONDING SLURRY

WELL INTO THE SUBSTRATE TO ENSURE COMPLETE COVERAGE OF
SURFACE IRREGULARITIES.
10) THOROUGHLY MIX SIKATOP 122 PLUS OR APPROVED EQUAL PER

MANUFACTURER'S INSTRUCTIONS USING PROPER PROPORTIONS OF THE TWO COMPONENTS.
11) APPLY NEW SIKATOP 122 PLUS PER MANUFACTURER'S
INSTRUCTIONS WHILE BONDING AGENT IS STILL WET. SCRUB
MATERIAL INTO THE SUBSTRATE, FILLING ALL PORES ANO VOIDS.

FORCE MATERIAL AGAINST EDGE OF REPAIR, WORKING TOWARDS
CENTER. CONSOLIDATE MATERIAL.
12) SLOPE NEW FINISH SURFACE TO MEET ARCHITECTURAL
REQUIREMENTS.
13) IMMEDIATELY AFTER FINISHING, COMMENCE MOIST CURING WITH

FINE MIST OF WATER OR APPLY CURING COMPOUND IF NO
ADDITIONAL MORTAR LIFTS WILL BE PLACED.

BY: I APP'VO:
:~1 ,:
.!. ~
(E) DRYWALL ~ * ~
(E) 2x4 WALL --l,. ,,,.,,,,- (E) EXTERIOR
(E) A. BOLT' ~ FINISH
.. z 6"±
(E) CONC. CURB------._ TI
(E) CONG. SLAB
i!:1 (E) CONC. BEAM
(E) CORRODED #6 U DOWELS (WHERE OCCURS)
(E) SHOTCRETE REPAIRS
(E) CORRODED (3) #6 (WHERE OCCURS)
(E) 14 "111 CONG.
!.:.:, .~x.'.s,i:~o-CONC. BEAM s-@512
l:lllIES;
(N) EXTERIOR
FINISH

REMOVE LOOSE, DELAMINATED, CRACKED
OR SPALLED CONG. &
REPLACE W/ 7,000 PSI HIGH STRENGTH EPOXY POLYMER MORTAR PER REPAIR INSTRUCTIONS

1. FORM OR TROWEL AS REQUIRED.

CONC. BEAM REPAIR - TYPE 2 @ SCALE: 1" = 1'-0" S-1 1 5-512 .i1t®§>
REMOVE t OF DETERIORATED
CONCRETE & APPLY ~- MIN. HIGH STRENGTH EPOXY POLYMER MORTAR

PER REPAIR INSTRUCTIONS

SLOPE PER ARCH'L
4 (E) CONG. SLAB
DECK REPAIR SECTION (§_
SCALE, 1~• - 1'-0"
6HUTTONCENTRE DRIVE SUITE1250
SANTAAMA.CA92707
(714)70!!-6890
SD112,S-11.2 IS:-512

REMOVE LOOSE, DELAMINATED,

CRACKED OR SPALLED SLAB
CONG. & REPLACE W/ 7,000

PSI HIGH STRENGTH EPOXY

POLYMER MORTAR PER

REPAIR INSTRUCTIONS
(N) EXTERIOR
FINISH
_
-HIU.:

VARIES

REMOVE LOOSE, DELAMINATED,

CRACKED OR SPALLED SLAB
CONG. & REPLACE W/ 7,000

PSI HIGH STRENGTH EPOXY

POLYMER MORTAR PER

REPAIR INSTRUCTIONS
(N) EXTERIOR
FINISH
(N) n•• A. BOLT
C 32", 6" EMBED.
~I"' ::~
VARIES
8" TO 11"
V.I.F.
8" TO 11"
V.1.F. -------'I<
INSTALL (3) #6. REMOVE LOOSE, CRACKED
OR SPALLED BEAM & PILE CONG. & REPLACE W/
5,000 PSI CONCRETE.

SEE NOTE 3.
(E) 14 "111 CONG.

NOTES:

1. FORM REPAIR & SHORE ADJACENT DECK SLAB AND WALL AS REQUIRED TO ADEQUATELY SUPPORT STRUCTURE DURING REPAIR.

2. REPAIR SHALL BE CONTINUOUS ACROSS CONG. PILES.

3. DOWEL (2) /16 BARS INTO PILE IN l"111 HOLES FILLED W/ DEWALT POWERS AC200+ EPOXY, 4" EMBED, 5" MIN. SPACING & 3" MIN. EDGE DIST. SPEC. INSP. REQ'D (ICC-ES ESR- 4027) OR EQUAL. REMOVE LOOSE PILE CONCRETE ANO PLACE ( 1) #6 ON OCEAN SIDE OF PILE, 1" MIN. CLR OF PILE, 3" CLR OF EXTERIOR.
[SECTION AT PILE]
CONC. BEAM & CURB REPAIR - TYPE 1 (3
SCALE: 1" = 1'-0" 5-111, S-ft2IS:-512

CONCRETE BEAM REPAIRS

LOCATION
GRID 1 BETWEEN F & G GRID G BETWEEN 1 & 2 GRID 4 BETWEEN F.5 & G GRID G BETWEEN 4 & 5 * FIELD VERIFY

CLEAN EXPOSED
REBAR
LENGTH * lYPE
14'-0" 2
60'-0" 1
7'-10" 3
4'-10" 3
,·
1£~ ~;,t~~N~R C~g;~ ! ; INSTALL SUPPLEMENTAL ~b g,....., SECTION IS DETERIORATED. ~tt :" ::J 2,
~?-
=
l 18" (LINE G)
16" (LINE 4)

REMOVE LOOSE,
CRACKED OR SPALLED CONG. & REPLACE W/ 5,000 PSI CONCRETE.

1. FORM REPAIR & SHORE ADJACENT DECK SLAB AS REQUIRED.

2. REPAIR SHALL BE CONTINUOUS ACROSS CONC. PILES.

3. LAP NEW TO EXIST BARS PER TABLE ON S-011.

4. IF INSUFFICIENT SPACE, WELD SPLICES ARE PERMITTED IF A706 REBAR IS USED.

CONC. BEAM REPAIR - TYPE 3 @ SCALE: 1" = 1'-0" S-111 S-512 ------'!<
INSTALL (3) #6 REMOVE LOOSE, CRACKED OR SPALLED BEAM & PILE CONG. & REPLACE W/
5,000 PSI CONCRETE.

NOTES:

1. FORM REPAIR & SHORE ADJACENT DECK SLAB AND WALL AS REQUIRED TO ADEQUATELY SUPPORT STRUCTURE DURING REPAIR.

2. REPAIR SHALL BE CONTINUOUS ACROSS CONC. PILES.

3. REFER TO DETAIL 3 ON THIS SHEET FOR ADDITIONAL INFORMATION. [SECTION AT MIDSPAN OF BEAM]
CONC. BEAM & CURB REPAIR - TYPE _5_
SCALE: 1" = 1'-0" 5-111, 5-f1.2IS:-"512

REMOVE LOOSE, DELAMINATED,
J FINISH (N) EXTERIOR CRACKED OR SPALLED CURB CONG. & REPLACE W/ 7,000 PSI HIGH STRENGTH EPOXY U.:
p2~;~~R l~S~i~~TI~~;
l~ ·1 CLEAN EXPOSED
T7: .. • REBAR
=

1. FORM REPAIR & SHORE ADJACENT DECK SLAB AND WALL AS
REQUIRED TO ADEQUATELY SUPPORT STRUCTURE DURI NG REPAIR.

2. LAP NEW TO EXIST BARS PER TABLE ON S-011.

3. IF INSUFFICIENT SPACE, WELD SPLICES ARE PERMITTED IF A706 REBAR IS USED.

CONC. CURB REPAIR (7
SCALE: 1" = 1'-0" s-11_2ls:-512
RECORD

DRAWINGS
2-24-2021
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(SEE SHEET 1 OF 25 {i \I
R E V I S I O N S I I R E F E R E N C E S I APPRO>ALS I ' CIT Y OF SAN CLEMENTE OF 25

FOR INFORMATION ONLY
163
TYP.
12 1 5 • 1 3 ·1 3 ·1 5 .. li
(N) 4x10 P.T.

TIMBER BEAM
WHERE REQ'D, I-= 1 :;: SECURE P.T. BLOCK
~+- TO TOP OF PILE W/
P.T. 4x BLK'G

AS REQ'D
bJ------l ~~,f'p,4,,~t,~P) (E) 12"•

TIMBER PILE
" c'
c'-
~?i:g

TIMBER PILE TO BEAM CONNECTION
.Eill'@Q!:!
SCALE: 1¼· = 1·-0· s-41_2Is_....:s13
2x6 P.T. TOP RAIL
SLOPE EA. WAY
f
/ I I \ PER ARCH'L
\
I '--REINSTALL (E) 1'6 COMPOSITE DECKING

USE EXISTING SCREW HOLES
ij"i& GALV POWERS SCREW-BOLT + 0 36" 0 C
EMBED 4" (ICC-ES ESR-3889) SPEC INSP REQ'D
WHERE 4x8 INTERSECTS THE LEDGER, INSTALL ONE

ADDITIONAL BOLT EA SIDE OF LEDGER
(E) LEDGER (WHERE OCCURS) (E) CONC. BEAM
.liQIE;. ALL WORK IS NEW UNLESS STATED OTHERWISE.

NEW WOOD RAILING SECTION 2_
SCALE: 1" = 1'-0" S-411,S-412I5..:.513
!I~
DESCRIPTION BY: I APP'W: .l.itiff§
(4) COUNTERSUNK
H.D.G. ¼•i&x6• LAG
BOLTS. PREDRILL TO

AVOID SPLITTING

TRIM TOP OF
(E) TIMBER PILE (WHERE REQ'D) (N) GALV.

STEEL PLATE

REINSTALL (E) FASCIA BOARD
(2) g•• GALV.

THRU-BOLTS W/ GALV.

WASHERS EA. SIDE
6 HUTTON CENTRE DRIVE
SUITE1250 SANTAl>NA.CA92707
(71.)708-6890
CUT (E) 4x4 0 FACE OF

BUILDING & REMOVE
OUTRIGGERS. TREAT WITH

WOOD PRESERVATIVE &
PAINT CUT ENDS.

FIELD VERIFY
TC"-

CATWALK DEMO SECTION
SCALE: 1" = 1'-0"

BUILDING PAPER

ISOLATION BARRIER
~~)J;:D 111
EMBED 5" IN POWERS_/I I
PURE 11 D+ EPOXY

OR ENGINEER

APPROVED EQUAL
(ICC-ES ESR-3298)
SPEC. INSP. REQ'D

REMOVE (E) PIPE &

CABLE GUARD RAIL &

BASE PLATE BRACKETS

REMOVE & DISPOSE (E)
2x6 FASCIA

REMOVE & DISPOSE (E)

LONGITUDINAL DECK BOARDS
s-~s13
(E) C0NC. DECK
GUARDRAIL END POST ( 4
SCALE: 1¼" = 1·-0· s-s1.3ls_....:513
bl..: {~

REMOVE & DISPOSE
(E) (5) 2,4 RAILS

REMOVE & DISPOSE
(E) PLYW000 GATE
~=====1~

REMOVE & DISPOSE (E)
2x6 END POST
l======ral

REMOVE & DISPOSE
(E) WOOD STEPS
(E) CONC. DECK

TO REMAIN
GUARDRAIL DEMO ELEVATION _!2_
SCALE: j" = 1 '-0"
2x6 P.T.

TOP RAIL
4x4 P.T. POST
0 3'-6" o.c.
(6) 2x4 P.T.

MID RAILS
(2) f10,3• S.S.

DECK SCREWS
EA RAIL '-.. ~I
S-411ISf513
POST ANCHORAGE PER (4'\
S-5~513

REPAIR SURFACE

OF CONC DECK
PER W
S-5~512
e-----~--------t jgi
(E) CONC. DECK
NEW WOOD GUARDRAIL SECTION §_
SCALE: 1" - 1'-0" s-411Is..:.513
RECORD

DRAWINGS
2-24-2021
0 ("I)
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I R E V I S I O N S I I R E F E R E N C E S I AP"O'-LS I "'" CITY OF SAN CLEMENTE OF 25 APPENDIX 6

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Staging Area:

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Repair Area
Marine Safety HQ Building
166

CITY OF SAN CLEMENTE
910 CALLE NEGOCIO STE 100
SAN CLEMENTE, CA 92673

HUGH NGUYEN

CLERK-RECORDER
Office of the Orange County Clerk-Recorder
Memorandum
SUBJECT: NOTICE OF EXEMPTION
The attached notice was received, filed and a copy was posted on 03/21/2023 It remained posted for 30 (thirty) days.

Hugh Nguyen
Clerk - Recorder
In and for the County of Orange
By: Carina Cortes Deputy
Public Resource Code 21092.3

BIRTH AND DEATH RECORDS

FICTITIOUS BUSINESS NAMES

MARRIAGE LICENSES/RECORDS

NOTARY REGISTRATION

ORANGE COUNTY ARCHIVES

PASSPORTS

PROPERTY RECORDS
The notice required pursuant to Sections 21080.4 and 21092 for an environmental impact report shall be posted in the office of the County Clerk of each county*** in which the project will be located and shall remain posted for a period of 30 days. The notice required pursuant to Section 21092 for a negative declaration shall be so posted for a period of 20 days, unless otherwise required by law to be posted for 30 days. The County Clerk shall post notices within 24 hours of receipt.

Public Resource Code 21152
All notices filed pursuant to this section shall be available for public inspection, and shall be posted *** within 24 hours of receipt in the office of the County Clerk. Each notice shall remain posted for a period of 30 days. *** Thereafter, the clerk shall return the notice to the local lead agency *** within a notation of the period it was posted. The local lead agency shall retain the notice for not less than nine months.

Additions or changes by underline; deletions by***
(714) 834-2500 ♦ FAX: (714) 834-2675 ♦ OCRECORDER.COM ♦ OCARCHIVES.COM ATTACHMENT 5
167
Notice of Exemption
To:

County Clerk
County of _O_ar�nge _________ � _
12 Civic Center Plaza, P.O. Box 238
Santa Ana, CA 92701
30-03\:2\ \2023-02\3
FormD
From: (Public Agency) City of San Clemente
Engineering Division, 910 Calle Negocio, Suite 100
San Clemente, CA. 92673; Attn: Belgin Cuhadaroglu
(Address)
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Project Title: City of San Clemente Marine Safety Building Concrete Repairs ::0
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Project Location - Specific:
620 Avenida Del Mar, San Clemente, California, 92672.

Project Location - City: San Clemente ----------
Description of Nature, Purpose and Beneficiaries of Project:

Project Location - County: Orange
The Marine Safety Building exterior surfaces have deteriorated due to the marine environmental 0 m -0 C:
effects and are in need of repair to prevent the failure of the building. Beneficiaries: Public users of the beach. ;;o - m
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0 Recorded in Official Records, Orange County
Hugh Nguyen, Clerk-Recorder
Name of Public Agency Approving Project:

Name of Person or Agency Carrying Out Project:

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Exempt Status: (check one)
202385000217 3:35 pm 03/21/23
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D Ministerial (Sec. 21080(b)(l); 15268); 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 D Declared Emergency (Sec. 21080(b)(3); 15269(a));
0 Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
!Kl Categorical Exemption. State type and section number: Section 15301, Class 1 c::
z 0 Statutory Exemptions. State code number: -------------------+-----=;--� ln 2
Reasons why project is exempt: ('I �
Consistent with Section 15301, Class 1, the project consists of repairing the deteriorated or damaged struct� fal' §
component of the existing facility. No addition or enlargement or expansion to the existing structure. / f
Lead Agency
Contact Person: Kiel Koger
If filed by applicant:

I. Attach certified document of exemption finding.
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Area Code/Telephone/Extension: {949} 361-6187� �

2. Has a Notice of Exemption been filed by the public agency approving the project? � Yes 0No Signature: --�- ---• --_--�--�-"'_--____ -- _ -_ Date: 3/15/2023 Title: Public Works Director □ Signed by Lead Agency
Date received for filing at OPR: _________ _
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Q I lifRANGE C
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BY: c. i=::: IY

LETTER OF TRANSMITTAL
City of San Clemente
Engineering Division
Belgin Cuhadaroglu, Associate Civil Engineer
Phone: (949) 361-6128 Fax: (949) 361-8316
To: County Clerk
County of Orange
12 Civic Center Plaza
P.O. Box 238
Santa Ana, CA 92701
Date: March 15, 2023
Subject: Notice of Exemption - Marine
Safety Building Concrete Repairs
Project No.: TBD
THE FOLLOWING ITEMS ARE TRANSMITTED HEREWITH:

At Your Request
For Your Review
For Your Approval
For Signature
For Revision
X For Action
For Your Information
For Your Files
Please post the enclosed Notice of Exemption for 30 days as required by CEQA guidelines.

Please return to my attention with a notation of the posting period.

Please contact me if you have �y questions.

Belgin Cuhadaroglu
910 Calle Negocio, Suite 100, San Clemente, California 92673 169
State of California - Department of Fish and Wildlife
2023 ENVIRONMENTAL DOCUMENT FILING FEE

CASH RECEIPT
DFW 753.5a (REV. 01/01/22) Previously DFG 753.5a
SEE INSTRUCTIONS ON REVERSE. TYPE OR PRINT CLEARLY.

LEAD AGENCY I LEAD AGENCY EMAIL

CITY OF SAN CLEMENTE

COUNTY/STATE AGENCY OF FILING

PROJECT TITLE
RECEIPT NUMBER:
30 - 03/21/2023 - 0213
STATE CLEARINGHOUSE NUMBER (If applicable)
DATE
03/21/2023

DOCUMENT NUMBER
202385000217

CITY OF SAN CLEMENTE MARINE SAFETY BUILDING CONCRETE REPAIRS

PROJECT APPLICANT NAME

CITY OF SAN CLEMENTE

PROJECT APPLICANT ADDRESS
910 CALLE NEGOCIO SUITE 100
PROJECT APPLICANT (Check appropriate box)
0 Local Public Agency D School District
CHECK APPLICABLE FEES:
0 Environmental Impact Report (EIR)
0 Mitigated/Negative Declaration (MND)(ND)

PROJECT APPLICANT EMAIL PHONE NUMBER
(949)361-6187

CITY STATE ZIP CODE
SAN CLEMENTE CA 92673
D Other Special District D State Agency D Private Entity $3,a39.2s $ _________ o_
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$2,1e4.oo $ _________ o_
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D Certified Regulatory Program (CRP) document - payment due directly to CDFW $1,203.25 $ _________ o_.o_o � Exempt from fee
0 Notice of Exemption (attach)
0 CDFW No Effect Determination (attach)
0 Fee previously paid (attach previously issued cash receipt copy) 0 Water Right Application or Petition Fee (State Water Resources Control Board only) 0 County documentary handling fee
$850.00 $
$
D other $
PAYMENT METHOD:
0 Cash O Credit

ORIGINAL -PROJECT APPLICANT
0 Check O Other

COPY - CDFW/ASB
TOTAL RECEIVED $

AGENCY OF FILING PRINTED NAME AND TITLE

DEPUTY CLERK, CARINA CORTES
COPY· LEAD AGENCY COPY -COUNTY CLERK

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910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org

AGENDA REPORT

CITY OF SAN CLEMENTE

CITY COUNCIL MEETING

CITY OF SAN CLEMENTE
Meeting Date: December 5, 2023 Agenda Item: 7T
Department: Public Works
Prepared By Julie Schmidt, Management Analyst II
Subject:
..titl e

CONSIDERATION OF A RESOLUTION AWARDING A PURCHASE CONTRACT TO HASA, INC. TO FURNISH AND DELIVER 12.5% SODIUM HYPOCHLORITE TO CITY RESERVOIRS 5A, 10, AND 14 FOR AN AMOUNT NOT TO EXCEED $80,000 FOR A TWO-YEAR PERIOD,

AUTHORIZING THE CITY MANAGER TO EXECUTE THE CONTRACT, AND FINDING THE

PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT UNDER CLASS 1 ..body
Fiscal Impact:

Funding for the purchase and delivery of Sodium Hypochlorite (Chlorine) for City Reservoirs 5A, 10, and 14 was approved in the Fiscal Year 2023-24 Budget in the Water Operating Fund, Account Number 052-463-42150 in the amount of $40,000. Additional funding for the two-year Contract and any extensions will be proposed as part of the City’s annual budget process for future fiscal years.

Summary:

The City Council is being asked to consider a two-year Purchase Contract with HASA, Inc. for

12.5% Sodium Hypochlorite deliveries to City Reservoirs 5A, 10, and 14 to maintain potable water quality and to authorize the City Manager to approve up to three, one-year extensions to the Contract for amounts not to exceed the approved budget amounts for this chemical in each appropriate fiscal year.

Background:

City Reservoirs 5A, 10, and 14 store potable water and are equipped with a Reservoir Management System (RMS) to improve water quality management throughout the water distribution system. The RMS uses real-time water quality samples from inside the reservoir to measure total disinfectant residual levels. If the system senses a deviation from a predetermined set point disinfectant residual level, the system calls for the injection of Aqua Ammonia and/or Sodium Hypochlorite via conventional chemical metering pumps until proper residual levels are restored. The RMS communicates all system operating parameters, residuals, etc., directly to the City's SCADA system where data is trended and analyzed.

The chemicals Sodium Hypochlorite and Aqua Ammonia are needed onsite at these three reservoirs for the RMS for water treatment, and the City enters into contracts for the purchase and delivery of these chemicals from certified vendors directly to the three sites. Typically, vendors for chemical deliveries utilize 18-wheel trucks, but due to the location and limited access 1 Meeting Date: December 5, 2023 Agenda Item: 7T

CITY OF SAN CLEMENTE
to the reservoir sites, smaller delivery trucks are needed to navigate the narrow access roads and some companies do not have small trucks that are able to access the sites for deliveries.

Utilities staff posted a Request for Bids on the PlanetBids website for a new contract to furnish and deliver 12.5% Sodium Hypochlorite since the previous contract has ended. Interested vendors were required to attend a mandatory pre-bid meeting followed by site visits to the three reservoirs to ensure interested vendors could make the necessary deliveries. Staff is not aware of any local companies that could act as vendors.

Following the end of the solicitation on October 6, 2023, the City received four electronic bids.

The bids from HASA, Inc. and KAAM Co dba KAAM Group, were deemed the only responsive bids since they were the only vendors that attended the mandatory pre-bid meeting. HASA, Inc., a company located in Saugus, California, was the lowest responsive bidder, their fixed pricing for the initial two-year contract is $3.49/gallon and they are being recommended for a new contract.

The other responsive bid from KAAM Co dba KAAM Group was $4.88/gallon. In the most recently expired contract, the City was purchasing at $2.73/gallon.

Council Options:
 Adopt Resolution No. 23-145, finding the project categorically exempt from the California Environmental Quality Act (CEQA), awarding a contract to HASA, Inc. to furnish and deliver

12.5% Sodium Hypochlorite to City Reservoirs 5A, 10, and 14, authorizing the City Manager to execute the contract in an amount not to exceed $80,000 for a two-year period, and authorizing the City Manager to approve up to three, one-year extensions to the contract for amounts not to exceed the approved budget amounts for this chemical in each appropriate fiscal year.
 Modify and adopt Resolution No. 23-145.
 Continue the item and direct staff to provide additional information.  Deny Resolution No. 23-145 and deny the approval of the purchase of Sodium Hypochlorite.

Environmental Review/Analysis
Staff recommends that the City Council determine this action to be categorically exempt from CEQA under Class 1 (Existing Facilities, 14 CCR section 15301) of the State CEQA Guidelines.

A notice of exemption will be filed with the County of Orange Recorder's Office (Attachment 4).

Recommended Actions:

Staff Recommendation
..recommendation
STAFF RECOMMENDS THAT the City Council adopt Resolution No. 23-145, which will:

1. Find the project categorically exempt from CEQA under Class 1 (Existing Facilities, 14 CCR section 15301) of the State CEQA Guidelines;

2. Award a Purchase Contract to HASA, Inc. to furnish and deliver 12.5% Sodium Hypochlorite to City Reservoirs 5A, 10, and 14 for a two-year period in an amount not to exceed $80,000; and
2 Meeting Date: December 5, 2023 Agenda Item: 7T

CITY OF SAN CLEMENTE

3. Authorize the City Manager to execute the Purchase Contract and approve up to three, oneyear extensions to the Contract for amounts not to exceed the approved budget amounts for this chemical in each appropriate fiscal year.
..end
Attachments:

1. Resolution No. 23-145

2. Purchase Contract with HASA, Inc. to furnish and deliver 12.5% Sodium Hypochlorite

3. Bid from HASA, Inc.

4. CEQA Notice of Exemption Form
Notification:

All bidders.
3 RESOLUTION NO. 23-145

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN CLEMENTE, CALIFORNIA, AWARDING A PURCHASE
CONTRACT TO HASA, INC. TO FURNISH AND DELIVER

12.5% SODIUM HYPOCHLORITE TO CITY RESERVOIRS
5A, 10, AND 14 FOR AN AMOUNT NOT TO EXCEEED
$80,000 FOR A TWO-YEAR PERIOD, AUTHORIZING THE

CITY MANAGER TO EXECUTE THE CONTRACT AND

APPROVE EXTENSIONS TO THE CONTRACT, AND

FINDING THE PROJECT CATEGORICALLY EXEMPT FROM

THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
UNDER CLASS 1 (EXISTING FACILITIES, 14 CCR SECTION
15301) OF THE STATE CEQA GUIDELINES
WHEREAS, the City of San Clemente provides adequate supplies of potable and recycled water while meeting health and quality standards of the State Water Resources Control Board - Drinking Water Division and Federal Safe Water Drinking Act; and WHEREAS, City Reservoirs 5A, 10, and 14 for potable water are equipped with a Reservoir Management System (RMS) to improve water quality management. The RMS uses real-time water quality samples from inside the reservoir to measure total disinfectant residual levels. If the system senses a deviation from a predetermined set point disinfectant residual level, the system calls for the injection of Aqua Ammonia and/or Sodium Hypochlorite via conventional chemical metering pumps until proper residual levels are restored; and
WHEREAS, the chemicals Sodium Hypochlorite and Aqua Ammonia are needed onsite at these three reservoirs for the RMS for water treatment, and the City enters into contracts for the purchase and delivery of these chemicals from certified vendors directly to the three sites from time to time; and
WHEREAS, the City most recent contract for the purchase and delivery of these chemicals expired and Utilities staff posted a Request for Bids on Planet Bids for a new contract to furnish and deliver 12.5% Sodium Hypochlorite to City Reservoirs 5A, 10, and 14;
WHEREAS, the bid received from HASA, Inc. with fixed pricing for the initial two-year contract of $3.49/gallon was the lowest responsive bid from a responsible bidder; and WHEREAS, a purchase contract with HASA, Inc. is in the best interests of the City and the public.

NOW, THEREFORE, the City Council of the City of San Clemente does hereby find, determine and resolve as follows:

Section 1. That the above recitals are true and correct and incorporated herein as findings.

Attachment 1
4 Resolution No. 23-145 Page 2
Section 2. That this project is categorically exempt from the California Environmental Quality Act (CEQA) under Class 1 (Existing Facilities, 14 CCR section 15301) of the State CEQA Guidelines because it consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use, and there is no reasonable possibility that the activity will have a significant direct or foreseeable indirect effect on the environment.

Section 3. That a Purchase Contract is hereby awarded to HASA Inc. to furnish and deliver 12.5% Sodium Hypochlorite to Reservoirs 5A, 10, and 14.

Section 4. That the City Manager is authorized and directed to execute a Purchase Contract with HASA, Inc. for an amount not to exceed $80,000 for a two-year period in a form substantially similar to that presented to City Council on December 5, 2023. The City Manager is also authorized to approve up to three, one-year extensions to the Contract with HASA, Inc. for amounts not to exceed the approved budget amounts for this chemical in each appropriate fiscal year.

Section 5. That the City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED AND ADOPTED this _____ day of ____________________, 2023.

ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California
5 Resolution No. 23-145 Page 3

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-145 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of _______________________, _________, by the following vote:

AYES:

NOES:

ABSENT:

PURCHASE CONTRACT
FURNISH AND DELIVER 12.5% SODIUM HYPOCHLORITE

1. PARTIES AND DATE.

This Agreement is made and entered into this ______ day of ________________, 2023, by and between the City of San Clemente, a municipal corporation, organized under the laws of the State of California, with its principal place of business at 910 Calle Negocio, San Clemente, California, 92673 ("City"), and HASA, INC., a CALIFORNIA CORPORATION, with its principal place of business at 23119 DRAYTON STREET, SAUGUS, CA 91350 ("Supplier").

2. RECITALS.

2.1 City is a municipal corporation of the State of California and operates, among other facilities, RESERVOIRS 5A, 10, AND 14 located in San Clemente, California (hereinafter referred to as "Facilities").

2.2 City desires Supplier to provide AND DELIVER 12.5% SODIUM HYPOCHLORITE to City for use at its Facilities.

2.3 Supplier is duly licensed and has the necessary qualifications to fulfill the obligations set forth herein.

2.4 The parties desire by this Agreement to establish the terms for City to purchase and acquire the goods specified herein.

3. TERMS.

3.1 Agreement Duration. This Agreement shall commence JANUARY 1, 2024, and shall be in effect up to and including January 1, 2026. This Agreement may be extended for up to three additional one-year periods upon mutual written agreement of the Parties.

3.2 Method of Ordering. The City shall issue a purchase order(s). The City shall provide Supplier delivery dates by email or telephone, consistent with contact information provided in Paragraph 14.

3.3 Supply and Purchase of Goods. 12.5% SODIUM HYPOCHLORITE FOR WATER TREATMENT supplied, purchased, and delivered under this Agreement ("Goods") shall be in compliance with all applicable laws and regulations. If a chemical, it shall be in compliance with the most current ANSI/AWWA standard for each chemical listed.

3.4 Request for Delivery. On an as needed basis, City shall submit to Supplier a confirmed request for delivery of specific Goods, consistent with contact information provided in Paragraph 15.

3.5 Price. Price for Goods supplied under this Agreement shall be in accordance with Supplier's quotation, attached hereto and incorporated by reference herein as Exhibit "A." The unit price shall be fixed for the first TWO YEARS of this Agreement. If the Goods are a chemical(s), except where otherwise noted on Exhibit "A," the unit price shall be based on the price per weight of actual active chemical. The unit price shall be all inclusive of Supplier's profit, overhead and costs of producing and delivering the Goods. Separate charges for permit fees, Attachment 2
7 55452.01100\33320711.3
2 regulatory compliance, taxes, fuel, and cleanup will not be accepted. These and all other costs shall be included in the unit price.

There shall be no price increase during the INITITAL TWO-YEAR period of contract. Prices may be adjusted in accordance with the terms of this Agreement with each contract EXTENSION; however, there shall be no annual increases of greater than 5%.

3.6 Delivery. Supplier shall deliver Goods within three business days of a confirmed request for each delivery. Hours of delivery shall be Monday through Thursday, 8 a.m. to 2 p.m.

3.6.1 Business Hours. Within one month of the execution of this Agreement, Supplier shall submit to the City dates Supplier will not be able to deliver Goods due to planned maintenance, holidays or other events that might affect chemical production or delivery.

3.6.2 Chemical Delivery. All chemical fill connections are two-inch male camlock fittings. Supplier’s delivery personnel shall have the applicable adapter/connectors and hoses to complete the chemical delivery. Aqua ammonia deliveries require 2-hour notice to the City prior to arrival.

3.6.3 Minimum Standards. Goods delivered shall meet or exceed all of the current ANSI/AWWA minimum standards.

3.6.4 NSF Certification. The City requires all supplied chemicals to carry NSF 60 certification. "NSF" shall be stamped directly on the delivery paperwork.

3.6.5 Certificate of Analysis. A certificate of analysis (hereinafter referred to as "C of A") is required with each load before the Goods can be unloaded.

3.6.6 Samples. Delivery vehicles shall be equipped to safely provide samples of chemicals, before off-loading.

3.6.7 Weight-Master's Certificate. If the Goods include a chemical, a weightmaster’s certificate shall be included at the time of delivery. The certificates shall show the weight of the material delivered. If a split transport load is handled, Supplier shall furnish a second weightmaster’s certificate within one (1) hour of the original shipment.

3.6.8 MSDS. Under this Agreement, a manufacturer’s MSDS sheet shall be included with the first delivery of the Goods or after any change in composition of the product, a change in manufacturing process, a change in supplier, or a change in labeling/packaging of the product.

3.6.9 For deliveries of chemicals, prior to delivery and after the truck has been loaded, all tanker fill/drain accesses shall be sealed with security tags, the serial numbers recorded and emailed to [email protected]. Tags removed by an authorized agency (e.g., D.O.T., CHP) shall be replaced with a tag from that agency. Broken tags shall be kept with the delivery truck to be shown to the Filtration Plant personnel prior to discarding.

3.6.10 Location. Deliveries shall be made to:
8 55452.01100\33320711.3
3 City of San Clemente
RESERVOIRS 5A, 10, AND 14
Attn: UTILITIES STAFF
Reservoir 5A, 721 Ave. Salvador, San Clemente, CA 92672 Reservoir 10, 9 Via Floritas, San Clemente, CA 92672
Reservoir 14, 4159 ½ Costero Risco, San Clemente, CA 92672

3.6.11 Inspection. Delivery does not constitute acceptance. The City reserves the right to inspect any Goods for conformance with the specifications contained herein. Goods discovered to be in noncompliance shall be returned and immediately replaced with conforming Goods at supplier’s sole expense. The City shall be reimbursed for any additional cost incurred as a result of Supplier’s lack of conformance.

A representative of the City may examine Supplier's inventory and production facilities at any time during the life of this Agreement.

3.6.12 Goods Specification and Quantity Estimate. The City estimates the quantity of Goods to be required for the City’s operation of the Facilities as indicated on Exhibit "A," attached hereto and incorporated by reference herein. For chemicals, weights are based on actual active chemical weight. Quantities of Goods listed may be increased or decreased to meet the requirements of the City during the duration of this Agreement. The City does not guarantee a minimum quantity, and the City reserves the right to purchase more or less product units on an as-needed basis.

3.6.13 Personal Protective Equipment (PPE). Supplier shall wear appropriate PPE when taking chemical samples and off-loading product.

3.6.14 Emergency Spill Plan. In the event of accidents or spills on City property, Supplier shall follow the procedures of its Emergency Spill Plan, attached hereto and incorporated by reference herein as Appendix “1.” The Emergency Spill Plan shall include, at a minimum, the annual training the delivery driver receives to deal with material spills, emergency equipment the delivery truck has on board, the type and frequency of equipment inspections, emergency contact telephone numbers and names of personnel the City can contact in case of problems.

3.6.15 Security. Due to heightened security measures, Supplier shall be required to email a photocopy of the driver's photo identification, security tag serial numbers and trailer identification no later than two hours before delivery.

Contacts Email
Dustin Burnside, Utilities Manager [email protected] Mark Iverson, Chief Operator [email protected]

3.6.16 Safety. All Goods and services furnished, or equipment and PPE used, under this Agreement shall meet or exceed the standards established by the California Occupational Safety and Health Administration and any other applicable federal, state, and local laws, regulations, and ordinances. Supplier compliance shall include, but not be limited to, all relevant U.S. Department of Transportation or Department of Homeland Security regulations pertaining to transportation of hazardous waste, substances and/or materials, as those regulations may be amended from time to time and/or incorporated into state or local laws, regulations and ordinances. If requested, Supplier shall supply to the City information regarding the Supplier's safety ratings, safety audits and implementation of security plans or measures for complying with said regulations.
9 55452.01100\33320711.3
4 3.6.17 Termination. The City reserves the right to terminate this Agreement, in whole or in part, with or without cause and at no cost, except for Goods delivered and accepted prior to notice of termination. The City shall notify Supplier no less than 30 days prior to the date of termination of the Agreement. Reasons for termination of the Agreement for cause include, but are not limited to, the following:
 The Goods are not compatible to the Facility’s equipment or are not providing acceptable process performance;
 Poor Goods quality;
 Poor or unsafe delivery container quality; and/or
 Failure of Supplier to meet any of the Agreement terms and conditions.

3.6.18 Insurance. Supplier agrees to procure and maintain, at Supplier’s expense all insurance specified in Exhibit “B” attached hereto and by this reference incorporated herein.

Supplier shall require all subcontractors to carry the same policies and limits of insurance that the Supplier is required to maintain, unless otherwise approved in writing by the City.

3.6.19 Subcontractors. In the event that Supplier employs other suppliers (subcontractors) as part of the work covered by this Agreement, it shall be Supplier's responsibility to require and confirm that each subcontractor meets the minimum insurance requirements specified above.

3.6.20 Hold Harmless and Indemnification. To the fullest extent permitted by law, Supplier agrees to protect, save, defend and hold harmless the City and its officials, officers, agents, employees, and volunteers from any and all claims, liabilities, expenses or damages of any nature, including attorneys’ fees, for injury or death of any person, or damage to property, or interference with use of property, arising out of or in any way connected with the negligent acts, errors or omissions, violations of the law or willful misconduct by Supplier, Supplier's agents, officers, employees, subconsultants, or independent suppliers hired by Supplier under this Agreement. The only exception to Supplier's responsibility to protect, save, defend and hold harmless the City is due to the sole negligence, willful misconduct or active negligence of the City.

This hold harmless Agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Supplier.

3.6.21 Notice. Any notice required under this Agreement shall be provided as follows:

City of San Clemente: Supplier:
380 Avenida Pico, Bldg N
San Clemente, CA 92672
23119 Drayton Street, Saugus,
CA 91350
Attn: Julie Schmidt, Management
Analyst II
Attn: Chris Brink, Chief
Executive Officer
Notices shall be deemed to be received upon personal delivery to the addresses above; if sent by overnight delivery, upon delivery as shown by delivery service records; if sent by facsimile, upon receipt as confirmed by the sending facsimile equipment; if by United States Postal Service, five days after deposit in the mail.

3.6.22 Records. Supplier shall keep and shall preserve for four (4) years after acceptance of the Goods, accurate and detailed records of all ledgers, books of account, invoices, vouchers, cancelled checks, and other documents or records evidencing or relating to the scope of this Agreement and disbursements charged to the City under this Agreement (collectively, 10 55452.01100\33320711.3
5 “Books and Records”). Any and all Books and Records must be maintained in accordance with generally accepted accounting principles and must be sufficiently complete and detailed so as to permit an accurate evaluation of the services provided by Supplier under this Agreement. During such four (4) year period, Supplier shall give the City and its agents, during normal business hours, access to such Books and Records. The City and its agents shall have the right to make copies of any of the said Books and Records

3.6.23 Compliance with Law. Supplier shall comply with all applicable laws, ordinances, codes and regulations of the federal, state and local government. Supplier is responsible for all costs of clean up and/or removal of hazardous and toxic substances spilled as a result of his or her services or operations performed under this Agreement.

3.6.24 Time is of the Essence. Time shall be of the essence as to all dates and times of performance contained in this Agreement. If deliveries are not made at the time agreed upon, the City reserves the right to cancel or to purchase elsewhere and hold Supplier accountable therefor. Supplier shall be liable to the City for any loss or damage caused by Supplier’s failure to make timely delivery and/or installation of the Goods, including, without limitation, consequential and incidental damages and costs of obtaining replacement Goods.

3.6.25 Separate Contracts. Supplier understands that this is not an exclusive Agreement and that the City shall have the right to negotiate with and enter into separate contracts with others providing the same or similar services as those provided by Supplier as the City desires.

3.6.26 Integration. This Agreement represents the entire understanding of the City and Supplier as to those matters contained herein, and supersedes and cancels any prior oral or written understanding, promises or representations with respect to those matters covered hereunder. This Agreement may not be modified or altered except in writing signed by both parties hereto. This is an integrated Agreement.

3.6.27 Assignment. Supplier shall not assign any portion of the work to be performed under this Agreement or any of the rights or obligations under this Agreement, without the prior written consent of the City, which consent may be withheld in the City’s sole and absolute discretion. Any attempted assignment in violation of the provisions of this paragraph shall be void.

Subject to the foregoing, this Agreement shall be binding upon the heirs, administrators, successors and assigns of the City and Supplier.

3.6.28 Independent Contractor. Supplier shall act as an independent contractor in the performance of this Agreement and in no respect shall Supplier be considered an agent or employee of the City. No provisions of this Agreement shall be intended to create a partnership or joint venture between Supplier and the City and neither Party shall have the power to bind or obligate the other Party, except as expressly set forth in this Agreement.

3.6.29 Laws, Venue and Attorneys' Fees. This Agreement shall be interpreted in accordance with the laws of the State of California. If any action is brought to interpret or enforce any term of this Agreement, the action shall be brought in a state or federal court situated in the County of Orange, State of California. In the event of any such litigation between the parties, the prevailing party shall be entitled to recover all reasonable costs incurred, including reasonable attorney's fees, as determined by the court.

3.6.30 Third Party Rights. Nothing in this Agreement shall be construed to give any rights or benefits to anyone other than the City and Supplier. 11 55452.01100\33320711.3
6 3.6.31 Severability. The unenforceability, invalidity or illegality of any provision(s) of this Agreement shall not render the other provisions unenforceable, invalid or illegal.

3.6.32 Counterparts/Electronic Signature. This Contract may be executed in counterparts, each of which shall constitute an original. This Contract may be executed electronically with the same force and effect as an original ink signature. Bonds, if required, must be signed with original ink signatures and accompanied by notary acknowledgments.

3.6.33 Authority to Enter Contract. Each Party warrants that the individuals who have signed this Contract have the legal power, right and authority to make this Contract and bind each respective Party.

3.6.34 Non-Waiver. None of the provisions of this Agreement shall be considered waived by either party, unless such waiver is specifically specified in writing. [REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK]
12 55452.01100\33320711.3
7 IN WITNESS WHEREOF, this Agreement is executed by the City and by Supplier on the day and year first written above.

CITY OF SAN CLEMENTE
By:________________________________
Andy Hall, City Manager
ATTEST:
______________________________ Dated: ____________________, 2023 CITY CLERK of the City of
San Clemente, California
APPROVED AS TO FORM:
____________________________
Elizabeth A. Mitchell, City Attorney

APPROVED AS TO AVAILABILITY
OF FUNDING:
________________________________
Finance Authorization
HASA, INC._________
(“SUPPLIER”)

By:_____________________________
Chris Brink, Chief Executive Officer
Dated: __________________, 2023

By:_____________________________
Ken Ward, Chief Financial Officer,
Secretary
Dated: __________________, 2023
13 55452.01100\33320711.3
8 EXHIBIT "A"
Product Specification and Quantity Estimate
and
Supplier's Quotation
Supplier shall supply and deliver the product with the specifications and at the price as listed in the attached bid from HASA, Inc. submitted via Planet Bids on October 6, 2023. 14 55452.01100\33320711.3
9 EXHIBIT "B"

INSURANCE REQUIREMENTS

1. Insurance.

1.1 Time for Compliance. Supplier shall not commence work under this Agreement until it has provided evidence satisfactory to the City that it has secured all insurance required under this section. In addition, Supplier shall not allow any subcontractor to commence work on any subcontract until it has provided evidence satisfactory to the City that the subcontractor has secured all insurance required under this section.

1.2 Types of Insurance Required. As a condition precedent to the effectiveness of this Agreement for work to be performed hereunder, and without limiting the indemnity provisions of the Agreement, the Supplier, in partial performance of its obligations under such Agreement, shall procure and maintain in full force and effect during the term of the Agreement the following policies of insurance. If the existing policies do not meet the insurance requirements set forth herein, Supplier agrees to amend, supplement or endorse the policies to do so.
(a) Commercial General Liability: Commercial General Liability Insurance which affords coverage at least as broad as Insurance Services Office “occurrence” form CG 0001, or the exact equivalent, with limits of not less than $1,000,000 per occurrence and not less than $2,000,000 in the general aggregate. Defense costs shall be paid in addition to the limits. The policy shall contain no endorsements or provisions (1) limiting coverage for contractual liability; (2) excluding coverage for claims or suits by one insured against another (cross-liability); or (3) containing any other exclusion(s) contrary to the terms or purposes of this Agreement. (b) Automobile Liability: Automobile Liability Insurance with coverage at least as broad as Insurance Services Office Form CA 0001 covering “Any Auto” (Symbol 1), or the exact equivalent, covering bodily injury and property damage for all activities with limits of not less than $1,000,000 combined limit for each occurrence. NOTE: If Supplier does not own any company vehicles or may not be able to purchase a Business Automobile Insurance Policy, the requirement may be satisfied by providing either of the following: (1) a Personal Automobile Liability policy for the Supplier’s own vehicle stipulating “Automobile Liability Insurance with a limit of not less than $1,000,000 each accident”; and (2) a nonowned auto endorsement to the Commercial General Liability policy if Supplier uses vehicles of others (e.g., vehicles of employees). (c) Workers’ Compensation: Workers’ Compensation Insurance, as required by the State of California and Employer’s Liability Insurance with a limit of not less than $1,000,000 per accident for bodily injury and disease.
(d) Pollution Liability: Pollution Liability Insurance covering all of the Supplier’s operations to include onsite and offsite coverage for bodily injury (including death and mental anguish), property 15 55452.01100\33320711.3
10 damage, defense costs and cleanup costs with minimum limits of $2,000,000 per loss and $4,000,000 total all losses. The policy shall contain no endorsements or provisions limiting contractual liability or coverage for cross liability of claims or suits by one insured against another.

If coverage is written on a claims-made basis, the retroactive date shall precede the effective date of the initial Agreement and continuous coverage will be maintained.

1.3 Endorsements. Required insurance policies shall contain the following provisions, or Supplier shall provide endorsements on forms approved by the City to add the following provisions to the insurance policies:
(a) Commercial General Liability and Pollution Liability:
(1) Additional Insured: The City, its officials, officers, employees, agents, and volunteers shall be additional
insureds with regard to liability and defense of suits or claims arising out of the performance of the Agreement.

Additional Insured Endorsements shall not (1) be restricted to “ongoing operations”; (2) exclude “contractual liability”; (3) restrict coverage to “sole” liability of Supplier; or (4) contain any other exclusions contrary to the terms or purposes of this Agreement.
(2) Cancellation: Required insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium.
(b) Automobile Liability:
(1) Cancellation: Required insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium.
(c) Workers’ Compensation:
(1) Cancellation: Required insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium.

1.4 Primary and Non-Contributing Insurance. All policies of Commercial General Liability and Automobile Liability insurance shall be primary and any other insurance, deductible, or self-insurance maintained by the City, its officials, officers, employees, agents or volunteers shall not contribute with 16 55452.01100\33320711.3
11 this primary insurance. Policies shall contain or be endorsed to contain such provisions.

1.5 Deductibles and Self-Insured Retentions. Any deductible or self-insured retention in excess of Five Thousand Dollars ($5,000) must be approved in writing by the City and shall protect the City, its officials, officers, employees, agents and volunteers in the same manner and to the same extent as they would have been protected had the policy or policies not contained a deductible or self-insured retention.

1.6 Evidence of Insurance. The Supplier, concurrently with the execution of the Agreement, and as a condition precedent to the effectiveness thereof, shall deliver either certified copies of the required policies, or original certificates on forms approved by the City, together with all endorsements affecting each policy. Required insurance policies shall not be in compliance if they include any limiting provision or endorsement that has not been submitted to the City for approval. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15 days) prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced and not replaced immediately so as to avoid a lapse in the required coverage, Supplier shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies.

1.7 Failure to Maintain Coverage. In the event any policy of insurance required under this Contract does not comply with these specifications or is canceled and not replaced immediately so as to avoid a lapse in the required coverage, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Supplier or City will withhold amounts sufficient to pay premium from Supplier payments. In the alternative, City may cancel this Agreement.

1.8 Acceptability of Insurers. Each such policy shall be from a company or companies with a current A.M. Best's rating of no less than A- VII and authorized to transact business of insurance in the State of California, or otherwise allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law.

1.9 Enforcement of Contract Provisions (non estoppel). Supplier acknowledges and agrees that actual or alleged failure on the part of the City to inform Supplier of non-compliance with any requirement imposed no additional obligation on the City nor does it waive any rights hereunder.

1.10 Requirements Not Limiting. Requirement of specific coverage or limits contained in this section are not intended as a limitation on coverage, limits, or other requirement, or a waiver of any coverage normally provided by any insurance.
17 55452.01100\33320711.3
12 Appendix “1"

EMERGENCY SPILL PLAN
Supplier shall comply with the emergency spill plan as set for in the attached bid received from HASA, Inc. submitted via Planet Bids on October 6, 2023. 18 55452.01100\33320711.3
13 WORKER’S COMPENSATION INSURANCE CERTIFICATION

WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
(ONE OF THE BOXES BELOW MUST BE CHECKED)
I have and will maintain a certificate of consent from the California Labor Commission to self-insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work to be performed under this contract.

I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work to be performed under this contract. My workers' compensation insurance carrier and policy number are:

Carrier____________________________________________________ Policy Number______________________________________________ I certify that, in the performance of the work under this Agreement, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and I hereby agree to indemnify, defend, and hold harmless the City of San Clemente and all of its officials, employees, and agents from and against any and all claims, liabilities, and losses relating to personal injury or death, economic losses, and property damage arising out of my failure to provide such worker’s compensation insurance. I further agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions.

WARNING: FAILURE TO SECURE WORKERS’ COMPENSATION COVERAGE IS UNLAWFUL,

AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY’S FEES.

Dated: ________________________, 20____
HASA, Inc._______________________
Supplier
By: ________________________________
________________________________
Title
________________________________
Address
19 Attachment 3
20 City of San Clemente
HASA's Response for
Bid #UT 2324-03
Furnish and Deliver 12.5% Sodium Hypochlorite (Bleach)
for Water Treatment to City Reservoirs SA, 10 and 14
21 City of San Clemente
380 Avenida Pico, BLDG. N
San Clemente, CA. 92672
October 06, 2023
23119 Drayton Street
Saugus, CA 91350
T: (661) 259-5848
It is HASA, lnc.'s pleasure to present a secure pricing program for City of San Clemente, for two years at $3.17 -gallon plus sales tax of 7.75% & CA Pesticide Tax of 2.1%, an all-inclusive price of $3.49 a gallon. We will deliver 12.5% Multi- Chlor Sodium Hypochlorite for Water Treatment at the City Reservoirs SA, 10 and 14. We would like to review the option year 90 days in advance of the renewal.

HASA has been in business since 1964, with many long-term partnerships with an established record of delivering the highest quality product in our markets. We operate out of nine production, packaging and distribution facilities supporting: California, Arizona, Washington, Nevada, Oregon, Idaho, Texas, Oklahoma, and New Mexico. We produce our product 24 hours in advance to ensure we are delivering the highest quality 12.5% Sodium Hypochlorite, for drinking water purification.

We have submitted an aggressive price based on the current market that allows City of San Clemente to budget for two fiscal year. As your representative it is my primary responsibility and goal to meet with your team to ensure HASA is meeting your product quality, service standards, and always putting safety first. At HASA we own our fleet of delivery trucks and employ our own drivers.

Should we be chosen to be your business partner, I will conduct site surveys in advance to ensure tanks are properly labeled and share with you any safety concerns for the benefit of both of our associates. Should labels need to be replaced, we will supply those at no charge to you, so your team can place them on the storage tanks.

We appreciate the opportunity to provide City of San Clemente with a secure pricing proposal for year one. Should you have any questions or concerns, please feel free to contact, me at (661) 749-3698 or [email protected] .

We look forward to partnering with City of San Clemente and delivering the highest quality product and customer service for which we are known.

Sine~ ~ /
Phillip
~lo
Flores 'f ~
Industrial Sales Representative - Southern CA.
22 1.
2 3.

4. 5.

6. 7.

8. RESPONSE SUBMITTAL CHECK LIST - SUBMIT WITH BID PACKET

12.5% Sodium Hypochlorite
Invitation #UT 2324-03
Company Name: HASA INC. ___________________ _
Bidder's Name: Phillip Flores ___________________ _
Bid Submittal Documents Attachments & Forms Due Date
[i Pricing Bid Fonn EXHIBIT 1
[i Statement of Bid Compliance Form EXHIBIT2
[!I' Acknowledgement Receipt of Addenda EXHIBIT3
c1 Bidders Representation and Warranties Bid Submittal Form 1 October 6, 2023 at c( Vendor Information and References Bid Submittal Form 2 2:00 P.M (PST) ~ Product Ordering and Emergency Response Bid Submittal Form 3 ~ Suppliers Literature and Emergency Response Bidder Submitted Info ief Safety Data Sheet (SDS) Bidder Submitted Info

Page 27 ends

23 EXHIBIT 1 - PRICING BID FORM
Invitation #UT 2324-03
Product: 12.5% Sodium Hypochlorite
Contract Term: Two Years
Quantity Description
50 - 500 Gallons 12.5% Sodium Hypochlorite
Per Stop/Site
(Estimated total of 14,840 gallons
per year).

Total Unit Price*
$ 3.49 __ /gallon
*Total umt pnce shall mclude all costs to deliver the chemical. Fuel surcharge is not allowed as a separate line item. Bids not conforming to this request will be rejected.

Company Name: HASA INC.
---------- Date: October 06, 2023 - ---
Bidder's Name: Phillip Flores ----------------------
Signature: ~ ~J/./Uy-'
Phone No: 661-7493698 _ ______ Fax No: 661-259-1538 _ ______ _ Email: [email protected] __ _
Price quote is to be submitted on this Pricing Bid Form and will be accepted "as is pricing". No alternations or changes of any kind will be permitted unless permitted by Addendum. All responses that do not comply with this requirement may be rejected. By submitting a bid, the bidder guarantees the ability to physically deliver the product directly to each reservoir site listed below.

Yearly quantities listed herein by City of San Clemente are annual estimates and are not to be considered as a commitment. No minimum or maximum quantity is guaranteed or implied.

Prices quoted must include freight and all other cost associated with the procurement of the product and will be included in the total cost. The Contract will be awarded to the lowest responsive and responsible bidder based on total unit price per gallon. Payment Terms shall be Net 30 Days.

The F.O.B. points for the City of San Clemente shall be:
• Reservoir SA, 721 Ave. Salvador, San Clemente, CA 92672 • Reservoir 10, 9 Via Floritas, San Clemente, CA 92672
• Reservoir 14, 4159 ½ Cestero Risco, San Clemente, CA 92672 Note: This Bid Price form does not constitute a contract. It is for evaluation purposes only.

THIS PAGE MUST BE COMPLETED, SIGNED AND SUBMITTED BEFORE:
2:00 PM (PST) ON OCTOBER 6, 2023
FAILURE TO SUBMIT THIS FORM MAY RESULT IN THE REJECTION OF YOUR BID.

Page 28 ends

24 EXHIBIT 2 - STATEMENT OF BID COMPLIANCE
Invitation #UT 2324-03
Bulk 12.5%Sodium Hypochlorite

ACCEPTANCE OF CITY OF SAN CLEMENTE'S STANDARD CONTRACT EXHIBITS AND

ATTACHMENTS
The responding bidder should review the City of San Clemente Standard Contract (ATTACHMENT A) and Exhibits.

After careful review, each Responding Bidder must certify one of the following:

X The responding bidder takes no exceptions to City of San Clemente's Standard Contract Exhibit and Attachments as contained herein.

X The responding bidder takes exceptions to City of San Clemente's Standard Contract Exhibits and Attachments as contained herein. The bidder must state reasons for any exceptions and submit with the bid proposal. Any such exceptions may render your proposal non-responsive and, if so, it may not be considered.

All exceptions may be reviewed by City of San Clemente. City of San Clemente is under no obligation to accept any exceptions or modifications to the Bid Document.

By: ________________ _
(Signature of Authorized Representative)
Name: Ken Ward, ____________ _
(Print or Type)
Title: CFO _____________ _ _
Date: October 06, 2023 __________ _
THIS PAGE MUST BE COMPLETED, SIGNED AND SUBMITTED BEFORE:
2:00 PM (PST) ON OCTOBER 6, 2023
FAILURE TO SUBMIT THIS FORM MAY RESULT IN THE REJECTION OF YOUR BID.

Page 29 ends

25 EXHIBIT 3 - ACKNOWLEDGEMENT RECEIPT OF ADDENDA
Invitation #UT 2324-03
Bulk 12.5% Sodium Hypochlorite
The undersigned Bidder hereby acknowledges receipt of the following Addenda:

Addendum Number
NONE as of 10/05 - 5:PM
X-- No addenda were received:
10/05/2023
Acknowledge Receipt
(Initial)
~
Acknowledged for: HASA INC.
----- -------- (Name of Bidder)
By: @~sentative)
Name: Phillip Flores __________ _
(Print or Type)
Title: Industrial Sales Representative, So. CA. __ _
Date: October 05, 2023 -----------
THIS PAGE MUST BE COMPLETED, SIGNED AND SUBMITTED BEFORE:
2:00 PM (PST) ON OCTOBER 6, 2023
FAILURE TO SUBMIT THIS FORM MAY RESULT IN THE REJECTION OF YOUR BID.

Page 30 ends

26 Furnish and Deliver 7 2.5o/o Sodium Hypochlorite (Bleach) Addenda
None
Email History
Sep 27, 2023
Q and A Set 1 for Furnish and Deliver 12.5% Sodium Hypochlorite (Bleach) for Water Treatment to City Reservoirs 5A, 7 0 and 14 (UT 2324-03), with a bid due date of October 06, 2023 2:00 PM (Pacific) Oct 04, 2023
Notice of Bid Update for Furnish and Deliver 12. 5% Sodium Hypochlorite (Bleach) for Water Treatment to City Reservoirs 5A, 10 and 14 (UT 2324-03)
27 BID SUBMITTAL FORM 1: BIDDER'S REPRESENTATION AND WARRANTIES Invitation #UT 2324-03

12.5% Sodium Hypochlorite
The undersigned, as Bidder, declares that they have read and understand all of the requirements and provisions within this Bid Document, including the product specifications and delivery information herein referred to as having been carefully examined, and hereby proposes and agrees that if this bid is accepted, the undersigned will execute and perform a Contract with City of San Clemente to provide all tools, equipment, materials, and labor to deliver product to the satisfaction of the Agency, for the prices set forth within the Pricing Bid Form (Exhibit 1 ).

Bidder warrants that it is willing and able to comply with the State of California laws. Bidder warrants that it will not delegate or subcontract its responsibilities under agreement without prior written permission of City of San Clemente. Bidder represents that all bid prices stated on Pricing Bid Form (Exhibit 1) will be destinations, and that bidder guarantees the ability to physically deliver the product directly to each reservoir site listed below:

City of San Clemente F.O.8.
• Reservoir 5A, 721 Ave. Salvador, San Clemente, CA 92672 • Reservoir 10, 9 Via Floritas, San Clemente, CA 92672
• Reservoir 14, 4159 ½ Cestero Risco, San Clemente, CA 92672 Company Name: HASAINC:...,__ ____________________ ___ _ Mailing Address: 23119 Drayton Street, Saugus, CA 91350 _ _ _____________ _ Telephone Number: 661-259-5848 _________ Fax Number: 661-259-1538 ____ _ t<,e-n,, w tt.ro Authorized Signer: __________________________ _ Print Name: Ken Ward ______ ___________________ _
Title of Authorized Signer: o=o __________ _____________ _ Date: October 06, 2023 __
THIS PAGE MUST BE COMPLETED, SIGNED AND SUBMITTED BEFORE:
2:00 PM (PST) ON OCTOBER 6, 2023
FAILURE TO SUBMIT THIS FORM MAY RESULT IN THE REJECTION OF YOUR BID.

Page 31 ends

28 BIO SUBMITTAL FORM 2: VENDOR INFORMATION & REFERENCES Invitation #UT 2324-03

12.5% Sodium Hypochlorite
Company Name: HASA INC. ________________________ _
Mailing Address: 23119 Drayton Street --------------------- Phone Number: 661-259-5848 _______ Fax Number: 661-259-1538 ______ _ Remit To Address: HASA INC. PO Box 512396, Los Angeles, CA 90051-0396 ____ _ Principal Officer I CFO: Ken Ward ____________________ _ Type of Supplier: □ Individual/Sole Proprietor □ Partnership X Corporation □ Other ______________________ _
Supplier Federal Tax Identification: 95-230-2297 _________________ _ (Attach Current W-9 Tax I.D. Form)
Number of years doing business under present name: Fifty-Nine Years _________ _ Additional Products Sold: Sodium Hypochlorite, Muriatic Acid and Pool Chemicals ____ _ Customer References: (Minimum of Three) current and/or past customer account, preferably in California that receives 12.5% Sodium Hypochlorite. (HASA Confidential Client Information) Customer Name: County of Ventura I Since 1/18/2012_ Phone: 805-378-1169 __ _ Address: 6767 Spring Rd. Moorpark California, CA 93020 ___________ _ Contact Person: Augustine Godinez _____________ _
Customer Name: Santa Clarita Valley Water Dist., Since 8/02/2018 - Phone: 661-513-1204_ Address: 27234 Bouquet Canyon Rd. Santa Clarita, CA. 91350 _________ _ Contact Person: Jim Weiherer _______________ _
Customer Name: Yucaipa Valley Water Dist. Since 6/21/2013 - Phone: 909-790-9208 __ Address: 12770 Second Street. Yucaipa, CA. 92399 _____________ _ Contact Person: Mike Kostelecky ______________ _
THIS PAGE MUST BE COMPLETED, SIGNED AND SUBMITTED BEFORE:
2:00 PM (PST) ON OCTOBER SJ 2023
FAILURE TO SUBMIT THIS FORM MAY RESULT IN THE REJECTION OF YOUR BID.

Page 32 ends

29 Form W-9 Request for Taxpayer Give Form to the
(Rev. October 2018) Identification Number and Certification requester. Do not Department of the Treasury
,itemal Reverue Se,vioe ► Go to www.irs.gov/FormW9 for instructions and the latest information. send to the IRS.
, Name (as shown on your income tax return). Name is required on this line; do not leave this line blank.

HASAINC
2 Business name/disregarded entity name, if different from above O")
"' 3 Check appropriate box for federal tax classificatioo of the person whose name is entered on line 1. Check only one of the 4 Exemptions (codes apply ooly to Ol .. following seven boxes. cerlain entities, not individuals; see ~ instructions on page 3):
§ □ lndividuaVsole proprietor or f;;ZI C Corporation 0 S Corporation 0 Partnership D Trust/estate . "' single-member LLC Exempt payee code (If any) ., C:
ii ----
0 □ Umned hab1hty company. Enter the tax classl~catioo (C=C corporation, S=S cocporat,on, P=Partnership) ► .. :, ---- Note: Check the appropriate box in the line above for the tax classification of the single-member owner. Do not check 0 ~ ExempUon from FAT CA reporting .§ .5 LLC if the LLC is classified as a single-member LLC that is disregarded from the owner unless the owner of the LLC is code ~f any) another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single-member LLC tha 11. <.> is disregarded from the owner should check the appropriate box for the tax classification of its owner. a;:; &i D Other I see instructions) ► IAPJ)Jie<i r.o oecounts mtlfmlllrw.1 OU1$/do tho U.S.) Q.
(/) 5 Address (number, street, and apt. or suite no.) See Instructions. Requester's name and address (optionan a: 23119DRAVTON ST (/)
6 City, state, and ZIP code
SAUGUS, CA 91350
7 list account number(s) here (optional)
n,g Taxpayer Identification Number (TIN! l Social security number Enter you'. TIN in_ the appropri~te box. :h_e TIN provided must_ match the name given on line 1 to avoid I backup withholding. For ind ,v,duals, this Is generally your soc,al security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other entities, it is your employer Identification number (EIN). If you do not have a number, see How to get a TIN, later.
[[D -[I] -[JJJJ or
Note: If the account is In more than one name, see the instructions for line 1. Also see What Name and Number To Give the Requester for guidelines on whose number to enter. ! Employer identification number
9 5 - 2 3 0 2 2 9 7
Certification
Under penalties of perjury, I certify that:

1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and

2. I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue SeNice (IRS) that I am subject to backup withholding as a result of a failure to report all Interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and

3.1 am a U.S. citizen or other U.S. person (defined below); and

4. The FATCA code(s) entered on this form Qf any) Indicating that I am exempt from FATCAreporting is correct.

Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all Interest and dividends on yoi..r tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an Individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are no uired to sign the certification, but you must provide your correc. TIN. See the Instructions for Part II, later.

Sign
Here Signature of
U.S. person ►
General Instructions
Section references are to the Internal Revenue Code unless otherwise noted.

Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov/FormW9.

Purpose of Form
An Individual or entity (Form W-9 requester:) who is required to file an information return with the IRS must obtain your correct taxpayer Identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (ITIN), adoption taxpayer Identification number (ATIN), or employer identification number (EIN), to report on an information return the amount paid to you, or other amount reportable on an information return. Examples of information returns include, but are not limited :o, the following. • Form 1099-INT ~nterest earned or paid)
Cat No. 10231X
Date ► January 1, 2023
• Form 1099-DIV {dividends, including those from stocks or mutual funds)
• Form 1099-MISC (various types of Income, prizes, awards, or gross proceeds)
• Form 1099-8 (stock or mutual fund sales and certain other transactions by brokers)
• Fo1111 1099-S (proceeds from real estate transactions) • Form 1099-K (merchant card and third party network transactions) • Form 1098 (home mortgage interest), 1098-E (student loan Interest), 1098-T (tuition)
• Form 1099-C (canceled debt)
• Form 1099-A (acquisition or abandonment of secured property) Use Form W-9 only If you are a U.S. person (including a resident alien), to provide your correct TIN.

If you do not retum Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What Is backup withholding, later.

Form W-9 (Rev. 10-2018)
30 BID SUBMITTAL FORM 3: PRODUCT ORDERING &

EMERGENCY RESPONSE INFORMATION
Invitation #UT 2324-03

12.5%Sodium Hypochlorite
Supplier Name: HASA INC. San Diego Site. ______________ _ Street Address: 10605 Jamacha Blvd ------------------
City: Spring Valley _______ State: CA ___ _ Zip:91978 ____ _ Office Phone Number: +1 619-444-9900 ___ Fax Number: +1 619-444-9804 __ _ Contact for Order Placement: Marleen Munoz -------------- Phone Number: +1 619-444-9900 x6023_ Fax Number: +1 619-444-9804 ___ _ Email: [email protected] We recommend using this email address to place orders, you will receive a confirmation and delivery date response. __ _ Business Hours for Order Placement:
7: 00 A.M. to 4:00 ___ P.M.

PST Time Zone
24-Hour Emergency Contact Information for Spill Response:

Contact for Emergency: Anthony Roberts _________ _
Phone Number: +1 619-599-6126. _____________ _
Email: [email protected] __________ _
THIS PAGE MUST BE COMPLETED, SIGNED AND SUBMITTED BEFORE:
2:00 PM (PST) ON OCTOBER 6, 2023
FAILURE TO SUBMIT THIS FORM MAY RESULT IN THE REJECTION OF YOUR BID.

Page 33 ends

31 HASA Literature for HASA Multi-Chlor
Sodium Hypochlorite 12.5%
• FDA Letter of Guaranty
• GMO Supplier Statement
• HASAChlor NSF Multi-Chlor
Certified NSF / ANSI 60
EPA Reg. NO. 10897 - 26 Booklet
32 , Inc.

February 27, 2023
Food and Drug Administration (FDA)
Letter of Guaranty
Hasa Inc. states that, as of the date of shipment, the product(s) hereafter listed, when used for intended use, are neither adulterated nor misbranded when shipped, within the meaning of the Federal Food, Drug and Cosmetic Act, as amended, or any substantially similar state or local law. Further, they comply with the provisions of 21 CFR § 176.170 and § 176.180.

We further guaranty that, as of the date of shipment, the products hereafter listed, when used for their intended use (a) are not "food additives" as defined in the Act because there is either no migration to the food being packaged or the substance is "generally recognized as safe" as defined in the Act, or (b) have either been approved for use without limitation or within approved limitations and under prescribed conditions as required by the Food Additives Amendment and the Regulations issued by the Food and Drug Administration (in such cases, the limitations and conditions are annexed hereto) and, where applicable, the products are within the extraction limitations of the appropriate test for paper and paperboard as prescribed in Part 176 of the Code of Federal Regulations.

The guaranty covers the following products according to the specific 21 CFR section, as noted:

PRODUCTS
HASA sodium hypochlorite products In compliance with FDA regulation We understand that the intended use of the above product(s) may be for food packaging.

This is a continuing guaranty and shall apply to each shipment made to you of such products until you receive written notification of termination. Upon termination, this guaranty shall apply to shipments made prior to your receipt of such termination notice.

Signature
Hasa, Inc. 23119 Drayton Street, Saugus, CA 91350 Phone: (661) 259-5848 Fax: (661) 259-1538 33 ) Inc.

March 19, 2020

GENETICALLY MODIFIED ORGANISM (GMO)

SUPPLIER STATEMENT
Hasa Inc., does not use genetically modified organisms (GMO) to manufacture or produce any of Hasa's products.

Hasa Inc. hereby claims that there are no genetically modified organisms (GMO) present in or used to manufacture any Hasa product, or that have a significant likelihood of being found in products sold by Hasa.

Hasa. Inc. 23119 Drayton Street, Saugus, CA 91350 Phone: 661 -259-5848 Fax: 661 -259-1538 34 , Inc.

HASACHLOR. MUL TI-CHLOR
Certified To NSF/ANSI 60
Max Use Level: 84 mg/L
Active Ingredient:

Sodium Hypochlorite .......................................... 12.5% Other Ingredients: .............................................. 87.5% Total ..................................................................... 100.0%

IF IN EYES

IF ON SKIN
OR

CLOTHING

IF INHALED
IF

KEEP OUT OF REACH OF CHILDREN
DANGER

FIRST AID
• Hold eye open and rinse slowly and gently with water for 15-20 minutes. • Remove contact lenses, if present, after the first 5 minutes, then continue rinsing eye. • Call a poison control center or doctor for treatment advice. •Takeoff contaminated clothing.
• Rinse skin immediately with plenty of water for 15-20 minutes. • Call a poison control center or doctor for treatment advice. • Move person to fresh air.
• If person is not breathing, call 911 or an ambulance, then give artificial respiration, preferably mouth-to-mouth if possible.
• Call a poison control center or doctor for further treatment advice. • Call a poison control center or doctor immediately for treatment advice.

SWALLOWED • Have person sip a glass of water if able to swallow. • Do not induce vomiting unless told to do so by a poison control center or doctor. • Do not give anything by mouth to an unconscious person.

HOT LINE NUMBER
Have the product container or label with you when calling a poison control center or doctor, or going for treatment. You may also contact 1-800-424-9300 for emergency medical treatment information.

NOTE TO PHYSICIAN
Probable mucosa! damage may contraindicate the use of gastric lavage.

Hasa, Inc.

P.O. Box 802736, Santa Clarita, CA 91355
EPA REG. NO. 10897-26
EPA EST. NO. 10897-CA-l • 10897-CA-2 • 10897-WA-1 • 10897-WA-2 • 10897-TX-2 NET CONTENTS:
35 Read Entire Label Before Using This Product

PRECAUTIONARY STATEMENTS

HAZARDS TO HUMANS AND DOMESTIC ANIMALS
DANGER: CORROSIVE: Causes eye damage. Harmful if swallowed or ab~orbed through ski11 . Do nor get in eye;. on skin. or 011 clothing. Wear safery glasses, goggles, or face shield, protective clorhing, and rubber gloves when handling this product. Wash thoroughly with soap and warer after handling and before eating, drinking, chewing gum. using tobacco, or using the toilet. Remove and wash con~'lminated clo1hing before reuse. Avoid breathing vapors.

Vacate poorly veniilmed areas as soon as possible. Do 1101 return until strong odors have di. ,ipared.

ENVIRONMENTAL HAZARDS
This pesticide is 1oxic 10 fish and aquatic organisms. Do nor discharge cflluen1 conrnining this produc1 into lakes. s1reams. ponds, estuaries oceans or other waters unless in accordance with the requiremems of a Notional Polluram Discharge Eliminaiion Sysrem (NPDES) permit and the permining authority has been 110tified in writing prior to discharge. Do not discharge effiuent containing this product to sewer ystems without previously notifying the local sewage trcatme111 plant au thority. For guidance, comact your State Water Board or Regional Office of the EPA.

PHYSICAL AND CHEMICAL HAZARDS
STRONG OXIDIZI 'G AGENT: Mix only with water according to label directions. Do not mix with other chemicals. Mixing this product with chemicals (e.g. anm1011ia, acids, de1ergcnts. etc.) or organic mauer (e.g. urine, feces. etc.) will release chlorine gas, which is itTitating to eye . lungs, and mucou; membranes.

STORAGE AND DISPOSAL
STORAGE: Keep this product in a tightly closed vemed container. when not in use. Store in n cool. dry. weU ventilated area. away from direct sunlight and heat to avoid deterioration. Do not contaminate water. food, or feed by storage, disposal. or cleaning of equipment.

PESTICIDE DISPOSAL: \Vastes resulting from the use of this product must be disposed of on site or at an approved wa, te disposal focility. Jn case of spill. llood area with large quantities of water. Product or rinsates that annot be used ,hould be diluted with water before disposal in a sani1ary sewer.

RESIDUE REMOVAL (Prior to Disposal): Cleaning the cot11niner before final disposal is the responsibility of the per,on disposing of the con1ainer. Cleaning before refilling is the responsibility of the refiller. Triple rinse or pres ure rinse container (or equivalent) promptly after emptying.

Triple Rinse: Triple rinse as follows: Empty remaining content~ into applic:uion equipment or a mix tank. Fill the container V+ full with water. Replace and righten closures, Tip container on its side and roll it back and fonh. ensuring m least one complete revolution. for 30 seconds. Stand the container on its end and tip it back and forth . e\'eral times.

Tum the container over onto its other end and tip it back and forth several times. Empty the rinsaie into application equipment or a mix tank or store rinsate for later use or disposal. Repeal thi procedure two more times.

Pressure Rinse: Pressure rinse as follows: Emply the remaining content, inlo applica1ion equipment or mix tank and continue to drain for IO seconds after the now begins to drip. Hold container upside down o,·er application equipment or mix tank or collect rinsaie for later use or disposal. lnsen pre~sure rinsing nozzle in the side of the container, and rinse ot about 40 psi for at least 30 seconds. Drain for 10 seconds after the Oow begins IO drip.

CONTAINER DISPOSAL: Non-refillable container. Do not reuse or refill 1his container. Place in trash or offer for recycling if a1·ailable.

Refillable container. Refill this con miner with pesticide only. Do not reuse this container for any other purpose. Place in 1rash or offer for recycling if available.
- l -
36 DIRECTIONS FOR USE
It is a violation of federal law to use this product in a manner inconsistent with its labeling.

Note: Thi product degrades with age and exposure to sunlight and heat. Use a chlorine test ki t and increase dosage as necessary to obtain the required level of available chlorine.

SWIMMING POOL WATER DISINFECTION
NEW POOL OR SPRING START UP - For a new pool or spring starl-up. super-chlorinate with 50 to 100 n.oz. of this product for each 10.000 g~llons ofwaterto yield 5 to 10 ppm available chlori ne by weight. En1ry into treated pools is prohibited above levels of 4 ppm due to risk of bodily ha rm.

TESTING - Check the level of ava ilable chlorine with a test kit. Stabilized pools should mainiain a residual of I - 4 ppm available chlorine. Adjust and maintain pool water pH between 7.2 and 7.8. Adjust and maintain the alkalinity of the pool to between SO to 150 ppm.

MAINTENANCE - To maintain the pool. add manually or by a feeder device 11 n.oz. of this product for each 10,000 gallons of water 10 yield an available chlorine residual between 0.6 to 1.0 ppm by weight. Test the pH. available chlorine residual and alkalinity of the water frequently wi1h approp1ia1e rest kits. Frequency of water Lreaunent will depend upon 1empera1urc and number of. wimmers.

SUPER-CHLORINATION - Every 7 days, or a~ nece. ary, super-chlorinale lhe pool wi 1h 50 to 100 n.oz. of !his product for each 10.000 gallons of water to yi~ld 5 to IO ppm available chlorine by weigh 1. Check the le1·el of avai lable chlorine with a rest kit. R~-cntry into treated pools is prohibited above leve ls of -l ppm due to risk of bodily harm.

DRAl ING POOL - When water is to be drained from the pool. chlorine must be allowed 10 dissipate from treated pool water before discharge. Do not chlorinaie the pool within 2-1 hours prior to discharge.

WINTERIZING POOL - Thoroughly clean and vacuum the pool. While water is still clear mid clean, apply 3 n.oz. of product per 1,000 gallons, whi le fi lter and pump arc opcrnting, to obtain a 3 ppm available chlorine residual. as determined by a ~uitable test kit. Cover pool. prepare heater. filter and as ociatcd componems for win ter by following manufacturers· in,1ruc1ions.

ESTTJl·IATING POOL SIZE - To estimate the number of gallons in your pool. use the appropriate formula below (Use mea.,uremems in fee t only J:

Rectangular Pools: Length x Width x Average Depth x 7.5 Round : Diameter x Di ameter x Awrage Depth x 5.9
O,•a!: Maximum Length x Maximum Width x Awrage Depth x 5.9 Free Form: Surface Area (Sq. feel) x Average Deptb x 7.5 DOSAGE CHART - To obtain an approximate level of available chlorine (ppm - parts per million) in the pool. add the indicated amount of this product co1Tesponding to the capacity of the pool. Alway~ heck the level of a\'ailable chlorine wi th a test kit to ensure efficacy.

Fluid Ounces of Product to Achieve Desired Available Chlorine Level Desired available
Chlorine Level (Plllll) 100

1.0 0.1

2.0 0.2- -~ -- 3.0 0.3 '--- - '-- 5.0 0.5

10.0 1.0
Table of Liquid Measures:

I Tbsp. = 3 tsp. I cup = 8 fl.oz.
2 Tbsp. = I n.oz. 2 cups= I pl.
!\umber of Gallons of Pool / Spa Water (Gallons)
500 1,000

0.5 1.0

1.0 2.0

1.5 3.0

2.5 5.0 - 5.0 10.0
I qt.= 2 pt.
-l qt.= I gal
- 2 -
2,500

2.5 5 .0 -

7.5 12.S

25.0 5,000 10,000
._ 5.0 10.0

10.0 20.0

15.0 30.0

25.0 SM

50.0 100.0

3.79 lilers = I gal

29.57 ml= I n.oz.
20,000 50,000

20.0 50.0
-l0.0 100.0

50.0 150.0
200.0
100.0 ~
500.0
128 fl.oz. = I gal
32 fl.oz. = ~ cups
37 SPAS. HOT TUBS. IMMERSION TANKS, ETC.

NEW SPA OR START UP - Apply 5 n.oz. of product per l.000 gallons of water 10 obtain a free available chlorine concentration of 5 ppm, as detem1incd by a suitable chlorine test kit. Emry into treated spas is prohibited above levels of 5 ppm due to risk of bodily hann.

TESTING - Check the level of available chlorine with a test kit. Spas should maintain a residual of 1.5 - 5.0 ppm available c)Jlorine. Adjust and maintain spa waler pH between 7.2 and 7.8. Adjust and main tain the alkalini ty of the spa between 80 to 150 ppm.

MAINTENANCE - To maintai11 the water, apply 5 fl.oz. of product per 1.000 gallons of water over the surface 10 ma intain a chlorine concentrntio11 of 1.5 - 5.0 ppm. Some oils, lotions. fragrn nces, cleaner,. etc. may cause foaming or cloudy water as well as reduce the efficiency of the product.

During extended periods of non-use. add 8 n.oz. of this product per 500 gallons of water twice a week or as needed 10 maintain a 1.5 - 5.0 ppm chlorine concen1rn1ion.

SUPER-CHLORINATION - After each use. ·hock treat with 8 fl.oz. of this product per 500 gallons of water 10 control odor and algae. Re-emry in1n treated spas is prohibited above levels of 5 ppm due 10 risk of bodily harm.

H BBARD AND IMMERSION TANKS - Add 5 fl .oz. of 1his producl per 200 g~llons of water before pa1ient use 10 obtain u chlo1ine residual of 25 ppm, as de1ern1ined by a suitable test ki1. Adjust and maintain the water pH 10 between 7.2 and 7.6. Af1cr each u. e, drain the tank. Add 5 fl.oz. to a bucket of water and circulate this olutinn through the agi1a1or of the tank for 15 mi1rn1es ai1d then rinse out the solution. Clean tank thoroughly and dry with clean cloths. (NOT FOR USE IN CALIFORNIA).

HYDROTHERAPY TANKS - Add I fl.ot. of this product per 1.000 gallons of water ro ob1ain a cblorine residuul of I ppm. as detem1ined by a suitable chlorine test kit. Re-entry imo treated spas is prohibited above levels of 5 ppm due 10 risk of bodily harm. Adjust and maintain the water pH 10 between 7.2 and 7.6. Operate pool filter cominuously.

Drain pool weekly. and clean before refilling.

SANITIZATION OF NONPOROUS FOOD CONTACT SURFACES
RINSE METHOD - A solution of l 00 ppm available chlorine may be used in the sanitizing solution if a chlorine tes1 kit is available. Solutions containing an u1itial concentration of 100 ppm available chlo1ine m11s1 be tested and adjusted periodically to ensure that the available chlorine docs not drop below 50 ppm. Prepare a 100 pprn sanitizing solution by thoroughly mixing I fl.oz. of this product with 10 gallons of water. lf no test kit is available. prepare a sanirizing solution by thoroughly mixing 2 tl.oz. of this product with IO gallons of water to provide approximately 200 ppm ava.ilablc chlorine by weigh!.

Clean equipmenr surfaces in the normal manner. Prior 10 use. rinse all surfaces thoroughly with the sani1izing solmion. maintaining contact with the sanitizer for at lert,t 2 mumtes. If solution comain le s than 50 ppm available chlorine. a5 determined by a ,uitable 1es1 kit. either discard the ,olmion or add sufficient product to re-establish a 200 ppm residual. Do not rinse equipment wilh water after n-eatmem and do nOI soak equipment overnight.

Sanitizers used in amoma1cd systems may be used for general cleaning but may not be re-used for sanitizing purposes.

Il\,IMERSION METHOD - A solmion of 100 ppm available chlorine may be used in the ,anitiiing solution if a chlori11e test kit i available. Solutions containing an initial concentration of I 00 ppm available chlorine must be t~sred and adjusted periodically to ensure that lhe available chlorine doe not drop below 50 ppm. Prepare a 100 ppm sanitizing solution by tl1oroughly mixing I fl.oz. of this product with 10 gallons of water. Tf no te,t kit is available. prepare a sanitizing solution by thoroughly miliing 2 n.oz. of this product with 10 gallons of water 10 provide approximately 200 ppm available chlorine by weight.

Cleai1 equipment in the nornial manner. Prior 10 use. immerse equipment in the sanitizing solution for at least 2 minutes and allow the sanitizer to drain. If solution contains less than 50 ppm available chlorine. a~ de1ern1ined by a suitable 1es1 ki1, either discard the solution or add sufficient product ro re-establish a 200 ppm residual. Do not rin e equipment with water after treatment.

Sanitizers u~d in aU1oma1ed system, may be u. ed for general cleaning but may not be re-used for sanitizing purpose~ . .. 3 ..
38 FLOW/PRESSURE l\,lETHOD - Disassemble equipmenL and thoroughly clean af1er use. Assemble equipmem in operaling posirion prior 10 use. Prepare a volume of a 200 ppm available chlorine anilizing solution equal 10 110% of volume capacity of 1hc equipment by mixing rhe product in a ratio of 2 fl.oz. product with IO gallon. of waier. Pump solution lhrough the sysrem until foll flow is obtained ar all extremjties. 1he system is completely filled with the sanitizer and all air is removed from the sys1em Close drain valves and hold under pressure for at leas1 2 minutes to ensure contact wi1h all internal surfaces. Remove some cleaning solution from drain valve and re.st with a chlorine rest kit. Repeat entire cleaning/sani1izing process if effluent contains less 1han 50 ppm available chlorine. Discard the firsi portion of milk or beverage dispensed from rhe equipment following sanitization.

CLEAN-IN-PLACE METHOD - Thoroughly clean equipmem af1er use. Prepare a volume of a 200 ppm available chlorine sanitizing solution equal 10 110% of volume capacity of the equipment by mixing the product in a ratio of 2 fl.oz. product with 10 gallons of waier. Pump solution through the system until full flow is obrnincd at all extremities. lhe system is completely filled wilh the sanitizer and all air is removed from the system. Close drain valves and hold LJnder pressure for a1 least IO minutes lO ensure conr.ac1 with all i111ernal surfaces. Remove some cleaning solu1ion from drain valve and 1est with a chlorine test kit. Repeal entire cleaning/sanitizing process if effluenl conwins less than 50 ppm a\•ailablc chlorine. Discnrd the first portion of milk or bevernge di. pensed from the equipment following sanitization.

SPRAY/FOG METHOD - Pre-clean al l surfaces after use. Use a 200 ppm available chlorine solution to control bactc1ia, mold or fungi and a 600 ppm solution to comrol bacteriophage. Prepare a 200 ppm saniLizing soludoa of sufficiem size by llrnroughly mixing the product in a ratio of 2 fl .oz. produc1 wilh IO gallon of war er. Prepare a 600 ppm solution by thoroughly mixing the product u, a rmio of 6 fl.oz. product with 10 gallons of waler. Use spruy or foggii1g equipment, which can resist hypochloritcsolution . Always empty and rinse spray/fog equipment wi1h potable wa1cr afler u e. Thoroughly spray or fog all surfaces until we1. allowing excess anitizer 10 drnin. Vacate area for at least 2 hours. P1ior 10 using equipmenr. rinse all s1111·aces treated wi1h a 600 ppm solu1ion with a 200 ppm solution.

SANITIZATION OF POROUS FOOD CONTACT SURFACES
RINSE METHOD - Prepare n sanitizing solution by thoroughly mixi11g 6 fl.oz . of this product with IO gallon, of waier to provide approximately 600 ppm available chlorine by weight. Clean surfaces in the nonnal manner. Rinse all surface Lhoroughly with 1he sanitizing solution. maintaining conrac1 with 1he anitizer for at least 2 minures. Do not soak equipment overnight.

Prepare a 200 ppm sanitizing solution by thoroughly mixing 2 fl.oz. of this product with 10 gallons of water. Prior 10 using equipment. rin,e all surfaces with a 200 ppm available chlorine solution. Do not rin. e and do not :,oak equipment overnight.

Il\lMERSION METHOD - Prepare a sanitizing solmion by thoroughly mixing. in an immersion rnnk. 6 fl.oz. of this producL with IO gallons of water to provide approximately 600 ppm available chlorine by weight. Clean equipment in the nonnal manner. lmmer. e equipment in the sanitizing solution for a1 lea t 1 minmes and allow the ·anitizer to drain.

Prepare a 200 ppm sani1izing solu1ion by 1horoughly mixing 2 n.oz. of this product with 10 gallons of water. Prior to using equipment. rinse (or immer e) all surfaces with a 200 ppm available chlorine ;olu1ion. Do not rinse and do 1101 soak equipment overnight.

SPRAY/FOG METHOD - Pre-clean all surfaces after use. Prepare a 600 ppm available cWorine sanitizing ·olution of sufficient size by thoroughly mixing the product in a ra1io of 6 fl.oz. product with IO gallons of water. Use spray or fogging equipment. which can resist hypochloritc solutions. Always empty and rinse ,pray/fog eqllipment with potable wa1er after use. Thoroughly spray or fog all surfaces unlil wet, allowing excess sanitizer to drain. Vacate ar~a ror :u leas1 2 hours. Prior to using equipment. rinse all surfaces with a 200 ppm available chlorine solu1ion. Prepare a 200 ppm sunitizing olution by thoroughly mixing 2 n.oz. of this product wirh 10 gallons of water. -4 -
39 SANITIZATION OF NONPOROUS NON-FOOD CONTACT SURFACES
RINSE METHOD - Prepare a sanitizing olution by thoroughly mixing 2 n.oz. of this product with IO ga llons of warer 10 provide approxima1ely 200 ppm available chlorine by weigh 1. Clean equipment i;urfaces in the normal manner.

Prior to use, rinse all surfaces thoroughly witl1 !he sm1 i1izing solmion. maimaining comact wilh !he sanilizcr for at least 2 minmes. Do not ri nse equipment with water after treatmeul and do not soak equipment overnight.

IMMERSION METHOD - Prepare a sanitizing solution by thoroughly mix ing. in an immersion tank, 2 A.oz. of th is product wilh 10 gallons of water lo provide approximately 200 ppm available chlorine by weight. Clean equipmen1 in the normal manner. Prior 10 use, immerse equipment in the sanitizing solution for ,ll least 2 minule5 and allow the sanitizer to drain. Do not rinse equipmem with water after 1rea1mc111.

SPRAY/FOG METHOD- Pre-clean all surfaces after use. Prepare a 200 ppm available chlorine saniti1.ing solu1ion of sufficiem size by thoroughly mixing the product in a ratio of 2 fl .oz. product with 10 gallons of wmer. Use ,prny or fogging equipment, which can resist hypochlorite solutions. Prior 10 using equipmem. thoroughly spray or fog all surfaces until wet, allowing exce.1s sanitizer 10 drain. Vacate area for at least 2 hours.

DISINFECTION OF NONPOROUS NON-FOOD CONTACT SURFACES
RINSE METHOD- Prepare a disinfeeting solution by thoroughly mixing 6 fl.oz. of this produc1 with 10 gallons of water 10 provide approximately 600 ppm available chlorine by weight. Clean equipmem surface~ in the nomial mam1er.

Prior 10 use. rinse all surfaces thoroughly with the disinfecting olu1ion, maintaining contact with the solu1ion for at least 10 minutes. Do not rinse equipment with water afler 1rea1men1 and do not soak equipment ovcmigh1. 11\>IMERSION METHOD - Prepare a disinfecting solurion by 1horoughly mixing. in an immersio11 tank. 6 n.oz. of 1his product with IO gallons of water 10 pro\'idc approximately 600 ppm available chlorine by weight. Clean equipment in the normal manner. Prior 10 use. immerse equipment in !he disinfecting solution for at least IO minutes and allow the sanitizer to drain. Do not rinse equipment wi1h waler after trcatmen1.

SANITIZATION OF POROUS NON-FOOD CONTACT SURFACES
RINSE METHOD- Prepare a sanitizing solution by thoroughly mixing 6 n.oz. of this product with 10 gallons of wa1er lO provide approximately 600 ppm available chlorine by weight. Cle,in surfaces in the normal manner. Prior 10 use. rinse all urfaces thoroughly with the sanitizing solution. maintaining contact wi1h the sanitizer for at lea,1 2 minutes. Do 1101 rin e equipment with water after treatment and do not soak equipmem ove111igh1. lMMERSION METHOD-Prepare a sanitizing ' elution by thoroughly mixing, in an immersion tank. 6 n.oz. of this product with 10 gallons of water to provide approximately 600 ppm availabk chlori11e b)• weigh1. Clean equipment in the normal manner. Prior 10 use. immerse equipment in the sanitizing solution for m least 2 minurcs and allow the sanirizer 10 drnin. Do not rin ·e equipmelll with water after 1rea1men1.

SPRAY/FOG METHOD - After cleaning. sanitize non-food contact surfaces with 600 ppm available chlorine by thoroughly mixing 1he produc1 in a ra1io of 6 A.oz. of this product wi1h 10 gallons of water. Use spray or fogging equip111en1. which can resiM hypochlorite solution . Alway, empty and rinse spray/fog cquipmem wi1h potable water af1er use. P1ior 10 using equipment. thoroughly spray or fog all surfaces until wet. allowing exces, sani1izer to drain.

Vacate area for at least 2 hours.

WAREWASHING
FOR SANITIZING TABLEWARE IN LOW TEMPERATURE DISHWASHING MACHil'.E - Dispense this product into final rinse water at J 00 ppm available chlorine. Do 1101 allow concentration 10 fall below 50 ppm. Air dry.

Dispenser should be sel 10 de liver a sanitizing solution of I n.oz. per 10 gallons of wa1er 10 provide JOO ppm of available chlori11e. 011 ly a qualified service represemative shou ld set or adj11s1 dispe11ser on the machine. - 5 -
40 SEWAGE & WASTEWATER EFFLUENT TREATMENT
The disinfection of sewage effluent must be e1·aluated by detennining the total number of coliform bacteria and/or fecal coliform bacreria. as determined by the Most Probable Number (MPN) procedure. of the chlorinated effluem has been reduced to or below the maximum penniued by the controlling regulatory jurisdiction.

On the average, satisfactory disinfection of secondary wastewater effluent can be obtained when the chlorine residual is 0.5 ppm after 15 minutes contact. Although the chlorine residual is the critical facto r in disinfection. the importance of correlating chlorine residual with bacterial kill must be emphasized. The MPN of the effluent, which is directly related to the water quality standards requirements. should be the final and p1imary standard and the chlorine residual should be considered an operating standard valid only 10 the extent verified by the coliform quality of rh e eftluen1.

The followi ng are critical fac1ors affec1i11g wastewater disinfection I. Mixing: It is imperative that the product and the was1ewaier be instantaneously and completely flash mixed to assure reaction wi1h every chemically active soluble and particulate component of the wastewater.

2. Contacting: Upon flash mixing. the fl ow th rough the system must be maintained.

3. Dosage/Residual Control: Succcs.sful disinfection is extremely dependent on response to fluctuating chlorine demand lo maintain a predete1111ined, desirable chlorine level. Second:1ry effluent should contain

0.2 to I ppm chlorine residual after a 15 10 30 minutes contact time. A reasonable average of re. idual chlorine is 0.5 ppm after 15 minutes contact time.

SEWAGE AND WASTEWATER TREATMENT
EFFLUE "T SLIME CONTROL- Apply a I 00 10 1.000 ppm available chlorine olution at a loca tion, which will allow complete mixing. Prepare this solution by mixing IO to 100 fl.oz. of this product with 100 gallons of water. Once control is twident, apply a 15 ppm available chlorine solution. Prepare this solution by mixing 1.5 11.oz. of this product with 100 gallons of water.

FILTER BEDS- SLIME CO 'TROL: Remove tilter from service, drnii, 10 a depth of I ft. above filter sand, and ,1dd 80 fl.oz. of product per 20 sq. ft. evenly over the surface. Wait 30 minutes before draining water to a level that is even with the top of the filter. Wait for 4 to 6 hours before completely draining and backwashing filler.

DISI 'FECTIO OF DRINKING WATER
(EMERGENCY/PUBLIC/INDIVIDUAL SYSTEMS)
PUBLIC SYSTEMS· Mix a ratio of I fl.oz. of this product to 100 gallon of wa1er. Begin feedi11g thi5 ohuion with a hypochlorinator until a free avnil.ible chlorine residual of at least 0.2 ppm and no more than 0.6 ppm is attained throughout the distribution system. Check waler frequently with a chlorine te t kit. Bacteriological sampling mu l be conducted at a frequency no less than that prescribed by the National Interim Primary Drinki11g Water Regulations.

Cootacr your local Health Department for further details.

INDIVIDUAL SYSTEMS: DUG WELLS - Upon completion of the casing (lining) wash the interior of the casing (lining I with a I 00 ppm available chlorine sollllion using a stiff brush. This solution can be made by thoroughly mixing I fl.oz. of this product into IO gallons of wntcr. After covering the well, pour rhe sani1izing solution inlo the well through bolh the pipe sleeve opening and the pipeline. Wash the exterior of the pump cylinder also with Lhe ,anitizing solution. Stan pump and pump water until strong odor of chlorine in water is noted. Stop pump and wail at least ~-t hours. Arter 24 hours flush well until all traces of chlorine have been removed from the water. Consult your local Health Departmem for further details.

I iDIVIDUAL WATER S\'STEl\1S: DRILLED, DRIVEN & BORED WELLS - Run pump until water i.s as free from nabidity as possible. Pour a 100 ppm available chlorine sanitizing solution into the well. This solution can be made by thoroug hly mixing I n.oz. of this product i1110 IO gallons of water. Add 5 10 IO gallons, of clean. chlorinated water to 1he well in order m force the sani1izer into the rock foIT11a1ion. Wash the exteiior of pump cylil1der with the sanitizer. Drop pipeline into well, start pump and pump water until strong odor of chlorine in water is noted. Stop pump and wait at least 24 hour.,. After 24 hours fl ush well until all U'llces of chlorine hnve been removed from the water. Deep wells wi th high water levels may neces irate the use of special methods for introduction of the sanitizer into 1he well.

Consult your local Health Depanment for funher details. - 6 -
41 INDIVIDUAL WATER SYSTEMS : FLOWING ARTESIAN WELLS -Anesian wells generally do nm require disinfection. lf analyses indicate persistent contamination. the weU should be disinfected. Consult your local Health Department for funher details.

EMERGENCY DISINFECTION - When boiling of water for I minute is not practical, wall:r can be made polablc by using th is product. Prior to addition of the sanitizer. remove aJJ suspended material by filmuion or by allowing it to seule 10 the bouom. Decam the clarified. contaminat.ed water to a clean container and add I drop of this product to 20 gall 011 , of water. Allow the lremed water 10 stand for 30 minutes. Properly trc.ited water should have a slight chlorine odor. if not, repeat dosage aJ1d allow lhe water to stand an .iddilional 15 minutes. The u-eat~d water can then be made palatable by pouring it between clean containers several times.

PUBLIC WATER SYSTEMS
RESERVOIRS: ALGAE CONTROL- Hypochlorinme streams feeding the reservoir. Suitable feeding points should be selected on each stream at least 50 yards upstream from the points of emry into th e reservoir.

MA1NS - Thoroughly nush section to be sanitized by discharging from hydrants. Pe1111it a water flow of at least 2.5 feel per minute to continue under pressure while injecting this product by means of a hypochlorinator. Stop water flow when a chlorine residual te.,t of 50 ppm is obtained at the low pressure end of the new main section after a 2-1 hour retention time. When chlorinmio11 is completed, the system must be flushed free of all heavily chlorinated water.

NEW TANKS, BASINS, ETC, - Remo,·e all physical .,oil from surface .. Place 20 11.oz. of tb is produce for each 5 cubic feel of working capacity (500 ppm available chlorine). Fill to working capacity and allow lo stand for at lem,L -I hours. Drain and llush with potable water and re1um to service. 'EW FILTER SA 'D - Apply 80 11.oz. of rhis product for each 150 to 200 cubic feet of sand. The action of the product dissolving as the water passes through rhe bed will aid in sanitizing the new sand.

NEW WELLS- Flush the casing with a 50 ppm available chlorine solution of water containing 5 n.oz. of rhis product for each 100 gallons of warer. The solution should be pumped or fed by graviry into the well after thorough mixing with agitarion: The well should stand for several hours or overnight under chlorination. It may then be pumped until a representative raw water sample is obtained. Bacterial examination of the water will indicate whether funher treatment is necessary.

EXISTING EQUIPME 'T- Remove equipment from service. thoroughly clean surfaces of all physical soil. Sanitize by placing 20 fl.oz. of this product for each 5 cubic feet capacity, (approximately 500 ppm available chlorine). Fill 10 working capacity and let stand at least 4 hours. Drain and place in ervice. If tbe pre,·ious treatment i not practical. surfaces may be sprayed with a solurion cm1taining 5 fl.oz. of tllis product for each 5 gallon, of water (approximately

1.000 ppm available chlorine). After drying. flush with water and return to service.

EMERGENCY DISINFECTION AFTER FLOODS
WELLS- Thoroughly flush contaminated casing with a 500 ppm available chlorine solution, Prepare this olution by mixing 5 fl.oz. of this product with 10 gallons of water. Backwash the well to increase yield and reduce 1url>idi1y. adding sufficient chlorinating solution to the backwa h to produce a lO ppm m·ailable chlorine residual. as de1ennincd by a chlorine tesl kil. After the lllrbidity ha been reduced and the ca ing has been treated. add sufficient chlorinating solmion w produce a 50 ppm available chlorine residual. Agitate the well water for several hours and take a repre,entative water sample. Retreat well if water am pies are biologically unacceptable.

RESERVOTRS - In case of con1amit1a1ion by overflowing srreams. establish hypochlorinating stations upstream of the reservoir. Chlorinate the inlet waler until the entire re ervoir obtains a 0.2 ppm available chlorine residual. a, determined by a suitable chlorine test kit. Tn case of contamination from surface drainage. apply sufficient product directly to the reservoir to obtain a 0.2 ppm available chlorine residual in all pam of the re ·ervoir.

BASINS, TA 'KS, FLUMES, ETC. - Thoroughly clean al I equipment, then upply 20 n.oz . of product per 5 cu. ft. of water ro obrnin 500 ppm available chlorine, as determined by a suitable 1es1 kit. Arter 24 hours drain. flush. and return to serdce. If the previous method is not suitable. spray or flush the equipmem with a solution containing 5 11.oz. of this product for each 5 gallons of water (1,000 ppm available chlorine). A !low 10 stand for 2 to -I hours. flush and return to service.
- 7 -
42 FILTERS - When the sand filter needs replacerne111: apply 80 n.oz. of !his product For each 150 to 200 cubic feet of sand. When the filter is severely contaminated, additional product should be distributed over rhe surface al the rate of 80 n.oz. per 20 sq. rt. Water should stand at a depth of I foot above rhe surface of the filter bed for 4 ro 24 hours. When filter beds can be backwashed of mud and sill, apply 80 n.oz. of this product per each 50 sq. ft .. allowing the water to stand at a depth of I foot above the fi.lter sand. After 30 minutes. drain water to the level of the filter. After 4 to 6 hours drain. and proceed with normal back washing.

DISTRIBUTION SYSTEM - Flush repaired or replaced section with water. Establish a hypocblorinating station and apply sufficient produc1 until a consistent available chlorine residual of at least lO ppm remains after a 24 hour retention time. Use a chlorine te~t kit.

EMERGENCY DISINFECTION AFTER FIRES
CROSS CONNECTIONS OR EMERGENCY CONNECTIONS - Hypochlorination or gravity feed equipment should be set up near the intake of the untreated water supply. Apply sufficient product 10 give a chlorine residual of a1 lea t 0.1 10 0.2 ppm al the poim where the untreated supply emers the regular distribui ion system. Use a chlorine test kit.

EMERGENCY DISINFECTION AFTER DROUGHTS
SUPPLEMENTARY WATER SUPPLIES - Gravity or mccha11ical hypochloritc feede~ should be set up on a supplementary line to dose the water to a minimum chlorine residual of 0.2 ppm after a 20 minute contaei time. Use a chlorine test kit.

WATER SHIPPED IN BY TANKS, TANK CARS, TRUCKS, ETC. - Thoroughly clean all containers and equipment. Spray a 500 ppm available chlo1ine solution and rin ·e with potable water after 5 minutes. This solution is made by mixing 5 fl.oz. of this product for each 10 gallons of water. During the filling of the containers. do e with sufficiem amou111s of th is 1>roduc1 to provide at least a 0.2 ppm chlorine residual, Use a chlorine test kit.

EMERGENCY DISINFECTION AFTER MAIN BREAKS
MAINS - Before a,sembly of the repaired section. flush out mud and soil. Pem1it a water now of at least 2.5 feer per minute to co11tinue under pressure while injecting this product by means of a hypochlorinator. Stop water now when a chlorine residual rest of 50 ppm is obtained at the low pressure end of the new main section after u 24 hour retention time. When chlorination is completed. the system mu~t be nushed free of all heavily chlorinated wa1er.

COOLI G TOWER/ EVAPORATIVE CONDE SER WATER
SL ·c FEED METHOD- Initial Dose: When sys1em is noticeably fouled. apply 50 10 I 00 n.oz. of this produc1 per I 0.000 gallons of water in the system to obtain from 5 to JO ppm available chlorine. Repeat umil control is achie1·ed.

Subsequent Dose: When microbial control is e\'iden1, add IO n.oz. of 1hi product per I 0.000 gallo11s of water in the sys1em daily. or as needed to 111 aintai11 comrol and keep the chlorine residual at I ppm. Badly fouled systems must be cleaned before treatmenl is begun.

I 'TERMITTENT FEED '1ETHOD -Initial Dose: When system is noticeably fouled . apply 50 to 100 fl.oz. oftl1is product per I 0,000 gallons of waler in the system lO obtain 5 to IO ppm available chlorine. Apply half (or 1/3, 1/4. or 1/5) of this initial do e wben half (or 1/3. 1/4. or 115) of the water in the system has been lost by blowdown.

Subsequent Dose: When microbial control is evident. add 10 n.oz. of 1his product per 10,000 gallon; of water in the ,y tern to obtain a I ppm residual. Apply half(or 1/3, 1/4. or 1/5) of this ini1ial dose when half(or 1/3. 1/4, or L/5) of 1he water in the ~ystem has been lost by blowdown. Badly fouled systems mu,1 be cleaned before treatment is begun.

CO 'TINUOUS FEED METHOD - Initial Dose: When system is noticeably fouled. apply 50 t0 100 fl .oz. of ibis product per I 0.000 gallons of wul~r in the system 10 obtnin 5 10 l O ppm available chlorine.

Subsequent Dose: Maintatn tl1is treatment level by staning a continuous feed of I n.nz. of thi product per 1.000 gallons of water lost by blowdown to maintain a I ppm residual. Badly fouled systems mu l be clem1ed before treatmelll is begun.
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43 LAUNDRY SANITIZERS
Household Laundrv Sanitizers
fN SOAKING SUDS -Thoroughly mix 2 fl .oz. of this product to 10 gallons of wash water to 1novide 200 ppm available chlorine. Wait 5 minutes. then add soap or detergen1. Immerse laundry for al least 11 minutes prior to siarring the wash/rinse cycle.

IN WASHING SUDS - Thoroughly mix 2 fl .oz. of this product to 10 gllllons of wash water containing clothes to provide 200 ppm available chl ori11 e. Wait 5 min ute.~ then add soap or detergent and start the wash/ri nse cycle.

Commercial Laundry Sanitizers
Wet fabrics or clothes should be spun dry prior to sanitization. Thoroughly mix 2 fl.oz. of this product with IO gallons of wa1er lO yield 200 ppm available chlorine. Promptly after mixing the sanitizer. add the solution into the prewa~h prior to washing fabrics/clothes in the regular wash cycle with a good detergent. Test tbe level of available chlorine, if solution has been allowed to stand. Add more of this product if the available chlorine level has dropped below 200 ppm.

FARM PREMISES
Remove all animals, poultry. and feed from premises. vehicles. and enclosures. Remove all litter and manure from floors, walls and surfaces of barn , pens. stalls. chutes and other facilities occupied or transversed by animals or poultry. Empty all troughs, racks mid 01her feeding and watering appliances. Thoroughly clean all surface, 1 ith soap or detergent and rinse wi1h water. To disinfec1. saturate all surface with a solution of at least 1.000 ppm available chlorine for a µe1iod of 10 minutes. A 1.000 ppm solution can be made by thoroughly mixing 10 n.01 .. of this product witl1 10 gallons of water. rmmer,e all halt~rs. ropes and other types of equipment used in handling and restraining animals or poultry. as well a~ the cleaned fo rks, shovels. and scrapers used for removing liner and manure. Ve11tilate buildings. cars. boa1s and other closed space . Do not house livestock or poultry or employ equipment umil chlorine has been dissipated. All treaied feed racks. mangers. !roughs, automatic feeders. fount,1ins and waterers mu I be rinsed with potable water before reuse.

PULP AND PAPER MILL PROCESS WATER SYSTEMS
SLUG FEED METHOD - lni.tial Dose: When system is noticeably foukd, apply 50 m I 00 fl.oz. of chis product per

10.000 gallons of wa1er in the sys1em w obtain from 5 to 10 ppm a"ailable chlorine. Repeal until co1mol i • uchieved.

Subsequent Dose: When microbial control is evident. add IO fl.oz. of this product per 10,000 gallons of water in the system daily, or as needed to mainwin control and keep the chlorine residual at I ppm. Badly fouled system. must be cleaned before treatmem is begun.
fNTERiVllTTE T FEED 1ETHOD - Initial Dose: When sy tern is nmiceably fouled. apply 50 to 100 n.oz. of this product per I 0.000 gallons of water in the sysrem co obrain 5 to I() ppm available chlorine. Apply half (or 1/3, 1/4, or 1/5) of this iuitial do.,e when half (or 1/3, 1/-1. or 1/5) of th~ water in the ystem has been lost by blowdow11.

Subsequent Dose: When microbial control is evidem. add JO fl.oz. of this product per I 0.000 gallons of waier in the ~ystem to obtain a I ppm residual. Apply half/or 1/3. 1/4. or 1/51 of this initial dose when half(or 1/3. 11-1. or 1/5) of the water in the ystem has been lo t by blowdown. Badly fouled sy tems mu t be cleaned before treatment is begun.

CO 'TINlOUS FEED METHOD - Initial Dose: When system is noticeably fouled. apply 50 10 100 n.oz. of thi~ product per I 0.00() gallon. of water in the system tu obtain 5 10 IO ppm available chlorine.

Subsequent Dose: Maintain this treatment level by s1.m1ing a cominuous feed of I fl .oz. of tllis product per 1.000 gallons of waler lost by blowdown to maintain a I ppm residual. Badly fouled systems must be cleaned before treatmen t is begun.
- 9 -
44 AGRICULTURAL USES
BEE CELLS & BOARDS - Disinfect leaf cutting bee cells and bee boards by immersion in a solution con wining I ppm available chlorine for 3 minu1es. Allow cells ro drain for 2 minures and dry for 4 to 5 hours or until no chlorine odor can be det~cted. This solutio11 is made by thoroughly mixing I Tbsp. of this product 10 I 00 gallons of water. The bee domicile is disinfected by spraying wilh a 0.1 ppm solution until all surfaces are thoroughly we1. Allow the domicile to dry umil all chlorine odor has dissipared.

FOOD EGG SANITIZATION - Thoroughly clean all eggs. Thoroughly mix 2 tloz. of 1his product with 10 gallons of waJ1n water to produce a 200 ppm available chlorine solution. The sanitizer temperature should not exceed 130° degrees F. Spray rhe warm sanitizer so thnr the eggs arc thoroughly wetted. Allow the eggs to thoroughly dry before casing or breaking. Do no t apply a potable water rinse. The solution should not be re-used to sanitize eggs.

FR "IT & VEGETABLE WASHING - Thoroughly clean all fruits aad vegetable in a wash iank. Thoroughly mix 5 fl.oz. of this product in 200 gallons of water to make a sanitizing solutim, of 25 ppm available chlorine. After draining the tank. su bmerge fruit or vegerables fo r 2 minures in a second wash tank containing the recirculating sanitizing solution. Spray ri nse vegetables with the sanitizing solmion prior 10 packaging. Rinse fruit with potable water only prior to packaging.

POST-HARVEST PROTECTION - Use this produc t to control organisms causi11g decay of fruits and vegetables after harvest. Prior to use. all fru its nnd vegetables musr be thoroughly washed using an appropriate cleaning solution.

Remove all soils and other residues prior to treating wi1 h this product. After washing rransfer the fruits and vegetables to a separate 1ank containing the treatment solution.

Apply a1 the recommended concentration of available chlo1ine for various fruits and vegetables as listed in the table below. To obtain a I 00 ppm solmion of available chlorine, add 20 n.02. of this product to 200 gallons of water.

Maintain 1he pH of the solution between 6.0 and 8.0 with a dilute . elution of hydrochloric acid or other approved buffer. For other ppm concentrations. use appropriate dilutions. Rinse wirh potable water after treatment. except as specified in the table.

For citrus canker quaramine. use ar 200 ppm at pH 6.0 to 7.5. Apply for two minutes using a suitable pray or dip tank treatment.

Potato Sanirization: Pouuoe~ can be sanitized after cleaning and prior to srorage by spraying wi1h a saniti7ing ;elution at a level of I gallon of sanitizing solution per ton of potatoes. Thoroughly mix I fl.oz. of d1is product to 2 gallons of water to obtain 500 ppm available chlorine.

RICE SEED TREATMENT - To aid in surface sterilization of rice seed for prevention of bakanae di,ease Fusarium fllkikuroi [syn. F. moniliformel or Gibbcrella fujikuroi . Mix 2.S gallon of this product per 100 gallons of water to make a 3.000 ppm available chlorine solmion. Mix solution rhoroughly and then immer~e seeds in the solution. Allow the .,eed, 10 soak fort wo hours. then drain elution and replace with fre h water. Continue ieed soaking and draining as usual. Do not apply undilmed product dirwly to seed.

Alrematively. make a 1.500 ppm available chlorine solution by mixing 1.3 gallons of this product with I 00 gallon of water. Mix solution thoroughly and then immerse seeds in the solution. Soak and dmin seed as usual. No rinsing is required. Do not apply undiluted product directly to seed.

Preparn a fresh solution for each batch of seed. Do not u. e trratcd seeds for food or feed.

MEAT & POULTRY PLANTS - Thi product may be used in processing water of meat and poultry plants at concentrations up to 5 ppm calculated as available chlorine. Chlorine may be present in poultry chiller intake water. and in carcass wash water at concentration. up to 50 ppm calculated as available chlo1ine. Use a suitable lest kit ro adjust to desired available chlorine level. Chlo1ine mu,t be dispensed a1 a constant and uniform level and the method or system must be such 1ha1 a con1rolled rate is mainrained. Thoroughly mix I fl .oz. of lb.is product to 200 gallons of water to obtain 5 ppm available chlo1ine or 10 17.oz. to 200 gallons of water for 50 ppm available chlorine. - 10 -
45 AQUACULTURAL USES
FISH PONDS - Remove fish from ponds prior to treatmem. Thoroughly mix I 00 fl.oz. of 1hi product 10 I 0.000 gallons of wateT lO obtain 10 ppm available chlorine. Add more producl ro rhe warer if rhe available chlorine level is below I ppm after 5 minutes. Return fish to pond after the available chlorine level reaches zero.

FISH POND EQUIPMENT - Thoroughly clean all equipment prior to trea!ment. Thoroughly mix 2 fl.oz. of this prnduct LO 10 gallons of wa ter to obtain 200 ppm avai lable chlorine. Porous equipment should soak for one hour.

MAINE LOBSTER PONDS - Remove lobsters, seaweed etc. from ponds prior to treatment. Drain the pm1d.

Thoroughly mix 6.000 fl .oz. (47 gallons) of this product 10 I0,000 gall ons of warer ro obtain at least 600 ppm available clllorine. Apply so tha t all barrows, ga tes. rock and dam are treated with product. Pemiit high tide to fill the pond and then close ihe gates. Al low water to stand for 2 to 3 days until the available chlorine level reaches zero. Open gates and allow 2 tidal cycles to fl ush the pond before re111ming lobsters to pond. (NOT FOR USE IN CALIFORNIA) CONDlTIONING LIVE OYSTERS - Thoroughly mix 5 fl .oz. of this product lo 10.000 gallons of water al 50° 10 70° deg ree F to obmin 0.5 ppm available chlorine. Expose oysters 10 rhis solution for at least 15 minutes. monitoring the available chlorine level so that it does not fall below 0.05 ppm. Repeat entire process if lhe available chlorine level drops below 0.05 ppm or the temperawre falls below 50° degree F. (NOT FOR USE IN CALIFORNIA) CO 'TROL OF SCAVENGERS IN FISH HATCHERY PONDS - Prepare a solution containing 200 ppm of a1•ailable chlo1ine by mixing 2 fl.oz. of product with 10 gallons of water. Pour into drnined pond potholes, Repeat if necessary. Do not pur desirable fi~h back into refilled ponds until chlorine re~idual has dropped 10 0 ppm as determined by a 1es1 kit.

SANITIZATION OF DIALYSIS MACIDNES
Flush equipmem thoroughly with water p1ior to using this product. Thoroughly mi~ 6 n.oz. of rhi producl to l 0 gallons of water 10 obtain at least 600 ppm available chlorine. Immediately use 1his product in the hcmodialysatc system allowing for a minimum contact time of 15 minutes ar 20° degree C. Drain system of the sanitizing olmion and thoroughly rinse with waler. Discard and DO NOT reuse the spent sanitizer. Rinsmc muM be monitored with a suitable tesr kir to ensure that no available chlorine remains in the sy. tem.

This product is recommended for dcco111aminating single and multi-patienr hemodialysnrc sy terns. This product has been shown 10 be an effective disinfectam (virucide. fungicide. bactericide, pscudomonicideJ when re,red by AOAC and EPA Test methods. This producl may 1101 totally eliminate all vegetative microorganisms in hemodialysate deli wry systems due 10 their conmuction and/or as embly, bur can be relied upon to reduce the number of microorganisms to acceprable levcb when used as directed. Thi product should be used in a disinfectant program, which includes bacteriological monitoring of the hemodialysate delivery system. This product is NOT recommended for use in hemodialysate or reverse osmosis (RO) membranes,
Consult the guidelines for hcmodialysate systems, which are available from lhe l-!cpa1i1i Laboratories. CDC. Phoenix.

AZ 85021.

ASPHALT OR WOOD ROOFS AND SIDINGS
(NOT FOR USE IN CALIFORNIA}
To conu"OI fungus and mildew, first remove all physical soil by brushing and hosing with clean water. and apply a 5.000 ppm available chl orine solution. Mix 5 n.oz. of this product per gallon of water and bru. h or spray roof or siding. After 30 minures, rinse by hosing with clean water.
- I l -
46 BOAT BOTTOMS
To comrol slime on boat bottoms. sling a plasric tarp under boat, ret.1ining eoough water ro cover the fouled bo11om area. but not allowing water to enter enclosed area. This envelope should contain appro~irnalely 500 gallons of water for a 14 fool boat. Add 18 fl.oz. of this producr to this warer to obrain a 35 ppm available chlorine concencration. Leave immersed for 8 to 12 hours. Repeat if necessary. Do not discharge the solution un1il the free chlorine level has dropped co O ppm. as detern1ined by a suitable test k:it.

ARTIFICIAL SAND BEACHES
(NOT FOR USE IN CALIFORNIA)
To sanitize the sand, spray a 500 ppm available chlorine solutio11 containing 5 fl.oz. of this product per 10 ga llons of water al freque,11 in1ervals. Small m·eas can be sprinkled wi1h a wmering can.

IRRIGATION SYSTEMS
This product when used properly will co111rol bacmrial and algae growth in irrigation water systems, and thereby provide a uniform distribution of water. This product may be applied through inigation sysrems ,uch as: . prinkler. including cemer pivot. lateral move, end tow. side (wheel) rolL traveler, big gun, solid set, or hand move: tlood (basin):
furrow; border or drip (trick.le) or subsurface irrigation systems. Other irrigation systems not listed may be used upon approval or recommendation from the State agency respon ible fo r pesticide regulation, or an authority designated by 1he pesticide regulatory agency.

GENERAL- Do nor contaminate ground w111er or expose humans or animals by the us e of irrigation systems 10 apply pesticide chemicals.

Any chemigation system must include mechanical dc\·ices ancVor design features adequate 10 protect the irrigation source water and the general e11vironme111 from pesticide contamination due 10 equipment failure. malfunctions or accidems. Such device or design features must be approved or recommended by tile State agency responsible fo r pesticide regulation, or recommended/approved by an authority de~ignated by the pesticide regulatory agency.

Do not connecl an irrigation system (including greenhouse ~y terns) used for pesticide application to a public waier system unless safety devices or protective measure, for preventing contamination of public wmer sys1cms are in place.

Such devices or protective measure. must be approved or recommended by the State agency respon,ible for pesticide regula tion. or recommended/approved by an authori1y designated by 1he pesti cide regulatory agency.

A person knowledgeable of the chemigationlirrigmion system and responsible for its operation or under 1he ,upervi. ion of the responsible person, must shut 1he sy tem down and make neces ary adjustments. should the need ari. e.

Some state pesticide agencies may require a per on operating a chemigation system to ob1ain and possess pesticide applicarnr cenifica1io11 or a license to operate such a system. 11 is 1he responsibility of the opera1or of the chcmigation system 10 determine if certifica1ion or lic ensing is required.

CA UBRATION - If lhe irriga1ion water bas high levcb of nutrients cau ing bacterial. algae, and other biofouling that reduces system petfornim1cc. continuous chlorination may be necessary. The recommended level of free residual chlori11e for continuous feed is I to 2 ppm. measured at the end of the farthest la1eral using a good quality te I kit for available chlorine. The available chlorine level should be checked periodically. If you ha1·e questions abour calibration or other 1eclmical aspects. you bou!d contact Sime Extension Service pecialists, the equipment manufacrurer or other experts.

SHOCK TREATMENTS- Periodic shock treatments al a higher available chlorine rate of up to 20 ppm free residual may be appropriate where bac1eria and/or algae clogging and build-up are nol managed by maintaining a continuous residual. The frequency of the chlorine shock application depends upon 1he frequency and extent of bio-clogging. - 12 -
47 INJECTION - The ra1e of sanitizer iujection into U1e irrigation water now required to supply the desired available chlorine dosage in ppm can be estimated using the foUowing equation:

I = (0.006) x (ppm desired) x (system now rate in gpm) I (bleach mength) Where I is th e injection rate in gallons per hou r.

For example: To obtain 5 ppm available chlorine at a water now rate of 30 gallons per minute while injec1ing l 2.5% sodium hypochlorite solution. you should inject:

I = (0.006) x (5) x (30) / 12.5 = 0.072 ga llons per hour of 12.5% sodium hypochlorite solution.

NQ'.IE.: This calculation. when applied to cle.in water. which is free of am ine nilroge11 and organic nutrients. will give a result close to the actual product injection rate required. In actual practice. however, coniaminants in !lie water may cons ume sanitizer such that the avai lable chlorine concentration is less than expected from the-calculation. To con-cctly establish 1he product dose sening required, it is nccessat)' to measure lhe avai lable chlorine at the e,nd of the treated increment in the field and adjust the ,anili1.erd0,1e selling until the desired available chlorine concentration is obtained.

Only experience can e t.ablish the actual injector settings required to prnvide 1he desired level of available chlorine al the end of the fa rthest lateral.

Injection should be s1arted during in·igation. near the end of the irrigation sequence. but early enough to establish the desired available chlo1ine concemration throughout the system being trea ted. Apply the sanitizer upsrream of the fi Iler to help keep the filler clean. Determine the level of available chlorine as described in the ··Calibmtion·• section. above. using a chlorine test kit. Allow sufficient time to achi eve a :tcady reading.

J2Q.N.QI apply sanitizer when fertilizers, herbicides. and insecticides are being injected since they will consume the avai !able chlorine and may produce toxic reaction product .

SE SITIVE PLANT SPECrES PRECAUTIO 1S - CrClp injury. lack of effectiveness. or illegal pesticide residues in the crop can result from non-unifom1 distribution of treated water. Cena in plants. including various species of trees, flowers. shrubs. agronomic crop~. fruits and vegetables are adversely affected by chlorinated irrigation. The use of this product can impact the growth. appearance. and health of the plants.

Begonias. geraniums and otherornamemal plant specie are kno,1~110 be ·ensitil'e 10 continuous chlorination at levels of 1-2 ppm free chlorine. Plam pccies sucb as tomato. lettuce. broccoli. and petunia arc sensitive to periodic chlorination levels of 10-20 ppm free chlorine.

If uncertain of a plant' tolerance. consult an agronomist or a suppon agency such as a Unil'ersity Extension Serl'ice or your local agem of the U.S. Deparrment of Agriculture. - I 3 -
48 CHLORINE DOSAGE FOR POST-HARVEST PROTECTION OF FRUITS AND VEGETABLES Available Chlorine Required in Treatment Waler

COMMODITY TREATMENT AVAILABLE CHWRINE COMMENTS
METHOD TO APPLY (ppm)
Apples DumpTarlk L00 - 500 Submerge !he apples for u minimum of 45 seconds. Do not exceed 90 seconds contact Flume 30 - 50 time in dump tank or 11ume.

Spray 100 - 200 Spray until lhorou!!hly weL
Arlichokes Spray 100 - 150 Spray until 1horouablv wel.

Asparagus Spray l00 - 150 Spray until lhoroughly wcL
Hydrocooler 1. 25 - 150 Hyd.rocool for 20 - 30 minutes.

Brussels Sprouls Spray 100 - 150 Spray until lhorougbly weL Cabbage (Chopped) Spray S0 - 100 Spray until thoroughly wet A[1er treatment, tb.e adhering moisture must be removed by centrifui:ing.

Cairnts Dump Tank 100 - 200 Remove lhe carrots from dwnp tank or 11ume afl er l - 5 minutes contact time.

Flume 100 - 200
Spmv 50 JOO Spray until lhoroughly wet
CauWlower Spray 300 - 400 Spray until thoroughly wel.

Celery Spray L00 - 110 Spmy until lhoroughly wet.

Chcn-ics Spray 75 - IOO Spray until 1horougltly wet
Cucumbers Sp111y 300 - 350 Spray until 1horougllly wet.

Garlic Sp111y 75 100 Spray until lhoroughly wet.

Tank 75 - [50 Remove from lank alkr 2 - 5 minutes coulact.

Grnpefruits Spray 100 - 150 Sp111y uuLil thoroughly wet.

Drench 40 - 75 Drench for 3 - 5 minutes. For cilrus quarantine trca1mc11t, use 200 ppm of available cblotillc at pH 6.0 - 7.5 in dreoch tank.

Lemons Sprny 100 - 150 Spray until thoroughly wel.

Drench 40 - 75 Drench for 3 - 5 minutes.

Dump Tank 30 - 50 Remove from tank after 2 - 3 minu1es contac l time.

Lettuce (Whole Spray 100- 150 Thoroughly wet lettuce. After treatment, the adheiing moisture leaf, Sllredded, Drench 50 - [50 must be removed by ceno·i fuging. Potable water rime is not chopped, or baby Dump Tan.k I 50 - 150 required.
areens) H ydrocoolcr
Melons H ydrocoolcr LOO - 150 Hydrocool for 20 - 30 minute.~. (All varieties) Spray lOO - 150 Spray until thoroughly wet.

Mushmoms Spray LOO - 120 After lrealment with !he chlorinated water, mushrooms must be treated witl1 0.2% sodium bi~ulfatc (anti-oxidam) to prevent browning.
49 CHLORINE DOSAGE FOR POST-HARVEST PROTECTION OF FRUITS AND VEGETABLES Available Chlorine Required iii Tteatment Wale,·

COMMODITY TREATMENT AVAILABLE CHLORINE COMMENTS
METHOD TO APPLY (ppm)
Nectarines Hydrocoolcr 30 - 75 Hydrocool for 20 -30 minutes.

Spray 50 - 100 Spray until lboroug,hly wet.

Onion Spray 75 - 120 Spray uolil Lb oroughly wet.
(Dry) 'f',mk 75 - 120 Remove from lank after 2 - 3 minutes contact lime.

Ooious Spray 75 - 120 Spray until tl1oroughly wet.
{Green)
Ornngcs Drench 20 - 30 Drench for 3 - 5 minutes.

Spray 20 - 30 Spray until tlmroughly we t.

Peaches H ydrocoolcr 30 - 75 Hydrocool for 20 - 30 minute,.

Spray 50 - 100 Spray until thoroughly wet.

Pears Dump Tank 200 - 300 Remove from lank after 2 - 3 minutes cm1tact time.

Peppers Spray 300 - 400 Spray until tborn ughly wel.

Pineapples Spray 100 - 150 Spray ,mlil thoroughly wet.
,._,, Drench 4-0 - 100 Drench for 3 - 5 mi nu les.

Dump 'fonk 30 - 100 Remove from tank after 2- 3 minutes contact time.

Potable water rinse is nol required for pineapple .

Plums Hydrocooler 30 - 75 Hydrncool for 20 - 30 mioutes.

Spray 50 - 100 Spray until thoroughly wet.

Potatoes Dump1\mk 65 - 125 Remove frnm rank and tlumc af\er 2 - 5 minutes con!Hcl time.

Flume Sprny until thoroughly wet.

Spray
Potutoes Spnty 65 - 125 This conccutrntion of chlorine should be used only if bleaching of potatoes is desirable. (',IJhite) Spray until lhoroul!.hlv wet on cleaned potatoes.

Radishes Spray 100 - 150 Spray until thoroughly wet.

Tunk l0 - 25 Rcm,we from lmik after 1-1.2 minutes contact lime.

Spinach Spray 75 - 150 Spray until thoroughl y wcl.

Stone Fruit Hydrocooler 30 - 75 Hydmcool for 20 - 30 minutes. 'lbnrntoes Tank 300 - 350 Remove after 2 - 3 minutes of contact lime in the tank.

Spray 100 - 150 Spray unti l thoroughly wet.

Yams Tank 100 - 200 Remove after 2 - 3 minutes of contact time in the lank.

Re•. 7/09 (I)
50 HASA Mini-Bulk
Emergency Procedures
From our Driver Training Manuel
51 WORK INSTRUCTION

14. MINI-BULK UNLOADING EMERGENCY PROCEDURES
A !CAUTION
This procedure must be performed only by trained and certified personnel.

Personnel must be trained in the use and operation of the Mini-bulk vehicle and equipment. Training must include personal protective equipment, loading and unloading of IBC tanks, and emergency spill safety training.

14.1. Loading Hose or Storage Failure
NOTE:

Step

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

Section 14.1 assumes that a failure as occurred in a component downstream of the storage tank (i.e., Hose, Hose fittings, Storage tank valve, or fittings) Action
The following steps should be taken in the case of a hose failure or storage tank component failure, while loading a Mini-bulk tank.

Immediately turn off the loading pump.

Close the storage tank line valves, loading pump valves, and storage tank valve.

Immediately, contain spill and prevent spill from spreading.

Notify supervisor of the incident and inform him/her if additional emergency cleanup crew members need to be dispatched.

If it is possible without increasing amount of spillage, the hose can be blown out by following the steps below:
a) Open the ¾" air line valve to blow out excess product in the loading hose. b) Close¾" air line valves once loading line is empty.

If storage tank is leaking, immediately notify the appropriate plant personnel.

To finish cleaning up spill, follow Hasa's Emergency Spill Cleanup procedure. If necessary or if the customer requests, a cleanup crew can be dispatched to the site.

Verify that the site has been cleaned to the satisfaction of your supervisor.

If repairs can be made to the failed component, have maintenance personnel perform the repairs and if authorized proceed with tanker loading by following the procedure in section

10.0 above.

Prior to leaving the site, verify that there is no damage to tanker or tanker components that could result in leakage while under transportation.

Hasa Inc. SHEET 15 of 27 DOCUMENT NO. REV
S00-0400-0300-0001 C
52 WORK INSTRUCTION

14.2. Unloading Hose or Storage Failure
NOTE: Section 14.2 assumes that a failure has occurred in a component downstream of the Mini-bulk unloading line valve (i.e., Hose, Hose fittings, Storage tank valve, fittings or tank)
Step Action

1. The following steps should be taken in the case of a hose failure or storage tank component failure, while unloadinq a Mini-bulk tank.

2. Immediately turn off the electric oumo for IBC unloadina.

3. Immediately turn emerqencv shutoff switch to close carqo tank valve.

4. Close the Mini-bulk tank valve.

5. Close the storage tank valve.

6. Immediately, contain spill and prevent spill from spreadina.

7. Notify Hasa's dispatch office of the incident and inform them if an emergency cleanup crew needs to be dispatched or if the customer is reauestina additional help with the cleanup.

8. If it is possible without increasing amount of spillage, the hose can be blown out by following the steps below: (NOTE: Bottom loading storage tanks may increase amount of spill) a) Connect ¾" air line to unloading line blow-off tee, if tanker is not permanently equipped with air line connection to tee.
b) Open the storage tank valve.
c) Open ¾" air line valves to blow out excess product in the unloading hose. (May require starting the compressor if operating tanker truck compressor air. d) Close ¾" air line valves once unloading line is emPtv.

9. If storage tank is leaking, immediately notify the appropriate plant personnel.

10. To finish cleaning up spill, follow Hasa's Emergency Spill Cleanup procedure. If necessary or if the customer requests, a cleanup crew can be dispatched to the site.

11. Verify that the site has been cleaned to the satisfaction of the customer and notify Hasa dispatch when the site has been cleaned.

12. If repairs can be made to the failed component, with the customers approval perform the repairs and if authorized proceed with delivery by following the procedure in section 12 above.

A CAUTION
A Prior to leaving site, verify that there is no damage to tanker or tanker components that could result in leakaae while under transportation.

Hasa Inc. SHEET 16 of 27 DOCUMENT NO. REV
S00-0400-0300-0001 C
53 WORK INSTRUCTION

14.3. Spills in Containment Area
Step

1. 2.

3. 4.

5. 6.

7. 8.

9. Action

A CAUTION
Sodium Hypochlorite does not have an established OSHA Permissible Exposure Limit (PEL). Hydrochloric Acid does have an established PEL of Sppm (7mg/m3) Ceiling limit and appropriate respiratory protection should be used for acid spills. Sodium hypochlorite will readily react with other chemicals to release chlorine gas which can be dangerous to your health. Caution should be used if other chemicals are involved with a spill of sodium hypochlorite. Additional PPE might be required if the sodium hvoochlorite is reactina with another chemical and / or is in a confined space area.

Immediately notify your supervisor for any spill outside the containment area or a spill in which an individual is exposed during the spill.

Provide emergency medical attention to individuals exposed during the spill.

Isolate and deny entry to tank containment area.

Put on personal protective equipment, which at a minimum consists of safety goggles, rubber gloves, boots, and protective clothing such as a splash apron or rain jacket & rain pants. Additional PPE includes full or half face respirator (See Appendix C for PPE visual instruction)
Determine if additional personal protective equipment is required depending on vapor concentration, location of spill and relation to other chemicals present in the spill area.

If safe to do so and with appropriate PPE, upright leaking containers to prevent further leakage or place in alternate container such as over-pack, case or another tank.

Transfer spilled material to another container.

Dilute remaining spilled product by washing tank area with water into sump area.

Drain sump area using sump pump to transfer spill and wash water to recycle tanks for reuse in manufacturina orocess.
~ Hasa Inc. SHEET 17 of 27 DOCUMENT NO. REV
S00-0400-0300-0001 C
54 WORK INSTRUCTION

14.4. Spills Outside Containment Area
Step

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.
11 .

12. Action

Immediately notify your supervisor for any tank spill outside the tank filling containment area.

Provide emergency medical attention to individuals exposed during the spill.

Isolate and deny entry to spilled area.

Put on personal protective equipment, which at a minimum consists of goggles, rubber gloves, boots, and protective clothing such as a splash apron or rain jacket & rain pants.

Additional PPE includes full or half face respirator with P100 Cartridges (See Appendix C for PPE visual instruction)
Determine if additional personal protective equipment is required depending on vapor concentration, location of spill and relation to other chemicals present in the spill area.

Contain spill and prevent spill from spreading using absorbent pillows, diatomaceous earth (DE), or dirt. Contain the spill in smallest possible area. Do not allow the spill to enter sewers, streams, or unpaved land.

If safe to do so and with appropriate PPE, upright leaking containers to prevent further leakage or place in alternate container such as over-pack, case or another drum or IBC.

Transfer spilled material to another container.

Neutralize remaining spilled sodium hypochlorite by spreading sodium sulfite (sodium bicarbonate for hydrochloric acid) over spilled area.

Sweep up neutralized bleach (acid) and place in plastic bag or container for transportation.

Clean spilled area by flushing with water. Coordinate with plant management and local authorities prior to flushing area with water.

Place neutralized bleach (acid) in recycle water tanks for reuse in bleach manufacturing orocess.

Hasa Inc. SHEET 18 of 27 DOCUMENT NO. REV
S00-0400-0300-0001 C
55 WORK INSTRUCTION

15. NSF COMPLIANCE:

NOTE: NSF 60 Certification Requirements for Mini-Bulk Deliveries, Awareness, and Security Procedures.

15.1. NSF 60 PRACTICES AND PROCEDURES:

Step Action
PP-21. Acceptable Practices for Milk Run Deliveries of Certified Product Milk Run NOTE: Deliveries of Certified water treatment chemicals, as defined in the Definitions glossary of these policies, are acceptable provided that the following criteria are met:

1. The HASA Mini-Bulk driver shall verify that the following steps are followed :
a) Dedicated transfer hoses, pumps, and other transfer equipment are maintained on mini-bulk vehicle to ensure that the original product is maintained throughout distribution cycle with no addition of other chemicals, or products b) A backflow check valve is installed on all Mini-Bulk vehicles to ensure the prevention of backflow.
c) HASA Mini-Bulk Driver will apply a tamper-evident seal to the shipping container outlet at the certified production facility and after off-loading at each delivery site.

HASA Mini-Bulk Driver should verify that the tamper-evident seal is in place and undamaoed prior to off-loading product at the subsequent delivery sites.

Hasa Inc. SHEET 19 of 27 DOCUMENT NO. REV
S00-0400-0300-0001 C
56 SDS for HASA Multi-Chlor
Sodium Hypochlorite 12.5%
Mini Bulk Item Number 07001
57 MUL Tl-CH LOR
Safety Data Sheet

12.5% Sodium Hypochlorite
Emergency 24 Hour Telephone: CHEMTREC 800.424.9300
Corporate Headquarters: Hasa Inc.

P.O. Box 802736
Santa Clarita, CA 91355
Telephone • 661.259.5848
Fax • 661.259.1538
SECTION 1: IDENTIFICATION

1.1 Product Identification:

1.1.1 Product Name:

1.1.2 CAS # (Chemical Abstracts
Service):

1.1.3 RTECS (Registry of Toxic Effects
of Chemical Substances):

1.1.4 EINECS (European Inventory of
Existing Commercial Substances):

1.1.5 EC Number:
1 .1.6 Synonym:

1.1.7 Chemical Name:

1.1 .8 Chemical Formula:
1 .2 Recommended Uses:

1.3 Company Identification:

1.4 Emergency Telephone Number:

1.5 Non-Emergency Assistance:

MUL Tl-CH LOR
7681 -52-9
NH3486300
231-668-3
231-668-3
Bleach, Hypo, Hypochlorite, Liquid Chlorine Solution
Sodium Hypochlorite
NaOCI
Dairy, food and beverage industries : Sanitizing
processing equipment.

Water treatment chlorination.

Hasa Inc.

P. 0. Box 802736
Santa Clarita, CA 91355

CHEMTREC
1-800-424-9300
(24 hour Emergency Telephone)
661 -259-5848
8 AM - 5 PM PST/ PDT
_,_
II
58 SECTION 2: HAZARD(S) IDENTIFICATION
HEAL TH HAZARD Skin corrosion / irritation: Category 1

ENVIRONMENT AL
HAZARD

PHYSICAL HAZARD

SYMBOLS

SIGNAL WORD
HAZARD

STATEMENT

PRECAUTIONARY

STATEMENT
Serious Eye damage / Eye Category 1
Irritation
Specific target organ toxicity,
single exposure
Hazardous to the aquatic
environment, acute hazard
Corrosive to metals.
~
Category 3 {respiratory tract
irritation)
Category 1
Category 1
q>
DANGER
May be corrosive to metals. Causes severe skin burns and eye damage. May cause respiratory irritation. Very toxic to aquatic life.

Prevention
Wear protective gloves/protective clothing/eye protection/face protection. Do not breathe mist or vapor. Use only outdoors or in a well-ventilated area. Wash thoroughly after handling. Keep only in original container. Avoid release to the environment.

Response
If swallowed: Rinse mouth. Do NOT induce vomiting.

If inhaled: Remove person to fresh air and keep comfortable for breathing.

If on skin (or hair): Take off immediately all contaminated clothing.

Rinse skin with water/shower. If in eyes: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do.

Continue rinsing. Immediately call a poison center/doctor. Wash contaminated clothing before reuse.

Absorb spillage to prevent material damage. Collect spillage.

Storage and Disposal
Store in a well-ventilated place. Keep container tightly closed. Store locked up. Store in corrosive resistant container.

Dispose of container/contents in accordance with local, regional, national, international reaulations as specified.

SECTION 3: COMPOSITION INFORMATION ON INGREDIENTS
Ingredient

3.1 Sodium Hypochlorite

3.2 Sodium Hydroxide
Synonyms
Bleach
Caustic Soda
CAS No.
7681-52-9
1310-73-2
Weight%

12.5%

0.2%
.....

II
59 4.1 IF IN EYES

4.2 IF ON SKIN OR

CLOTHING

4.3 IF INHALED

4.4 IF

SWALLOWED
SECTION 4: FIRST AID MEASURES
• Hold eye open and rinse slowly and gently with water for 15-20 minutes. • Remove contact lenses, if present, after the first 5 minutes, then continue rinsing eye.
•Calla poison control center or doctor for treatment advice. •Takeoff contaminated clothing.
• Rinse skin immediately with plenty of water for 15-20 minutes. • Call a poison control center or doctor for treatment advice. • Move person to fresh air.
• If person is not breathing, call 911 or an ambulance, then give artificial respiration, preferably mouth-to-mouth if possible.
• Call a poison control center or doctor for further treatment advice. • Call a poison control center or doctor immediately for treatment advice. • Have person sip a glass of water if able to swallow.
• Do not induce vomiting unless told to do so by a poison control center or doctor.
• Do not give anything by mouth to an unconscious person.

NOTE TO PHYSICIAN
Probable mucosal damage may contraindicate the use of gastric lavage.

SECTION 5: FIRE FIGHTING MEASURES

5.1 Flash Point:

5.2 Flammability:

5.3 Auto-Ignition Temperature:

5.4 Products of Combustion:

5.5 Fire Hazards:

5.6 Explosion Hazards:

5.7 Fire Fighting Media and Instructions:

5.7.1 Extinguishing Media:

5.7.2 Small Fires:

5.7.3 Large Fires:

5.8 Special Remarks on Fire Hazards:

Not applicable.

Nonflammable and noncombustible.

Not applicable.

Not pertinent.

May decompose, generating irritating chlorine gas.

Not explosive.

Water fog. Foam. Dry chemical powder. Carbon
dioxide.

Use carbon dioxide, or water spray.

Use flooding quantities of water as fog.

Do not use Mono Ammonium Phosphate (MAP) fire
extinguishers. Such use may cause explosion with
release of toxic aases.
~ s:
§'C:
-< r
0 -I
Pl .-+ -I
~o
~ :c
~r
wO
0 ::x, (f)
z
0 II
60 SECTION 6: ACCIDENTAL RELEASE MEASURES

6.1 Small Spill: Wipe up with absorbent material (e.g. cloth, fleece). Clean surface

6.2 Large Spill:

6.3 6.4
Personal
Precautions,
Protective
Equipment &
Emergency
Procedures:

Environmental
Precautions:

7.1 Handling:

7.2 Hygiene
Measures:

7.3 Storage:
thoroughly to remove residual contamination.

Stop the flow of material, if this is without risk. Dike the spilled material, where this is possible. Absorb in vermiculite, dry sand or earth and place into containers. Following product recovery, flush area with water.

Never return spills in original containers for re-use. For waste disposal, see Section 13 of the SOS.

Keep unnecessary personnel away. Wear appropriate personal protective equipment. Do not touch damaged containers or spilled material unless wearing appropriate protective clothing.

Absorb spillage to prevent material damage. Local authorities should be advised if significant spillages cannot be contained. For personal protection, see Section 8 of the SOS.

Do not discharge into drains, water courses or onto the ground.

Environmental manaoer must be informed of all major releases.

SECTION 7: HANDLING AND STORAGE
• Avoid contact with skin or eyes.
• Do not ingest.
• Avoid inhalation of vapor or mist.
• Wear protective equipment if necessary.
• Mix only with water in accordance with label directions. • Mixing this product with ammonia, acids, detergents, etc or with organic materials, e.g . feces, urine, etc. will release chlorine gas, which is irritating to eyes, lungs, and mucous membranes. • Wash thoroughly with soap and water after handling and before eating, drinking, chewing gum, using tobacco, or using the toilet. • While handling this product, avoid eating, drinking or smoking. • Do not freeze.
• Store in a cool, shaded outdoor area.
• Inside storage should be in a cool, dry, well-ventilated area. • To maintain hypochlorite strength, do not store in direct or heated indoor areas.
• Keep in original vented container.
• Keep container closed when not in use.
• Do not store adjacent to chemicals that may react if spillage occurs. • If closed containers become heated, vent to release decomposition oroducts (mainly oxvoen under normal decomoosition).
....
0 CX)
-
II
61 SECTION 8: EXPOSURE CONTROLS / PERSONAL PROTECTION
~== 8.1 Engineering Controls: Local exhaust ventilation to maintain levels below §: C:

STEL (Short Term Exposure Limit) of 1 ppm as '< rchlorine. 0,-t

8.2 Personal Protection: ...+ O> - I

8.2.1 Eye/ Face Protection: Wear safety glasses, goggles or face shield to ~o prevent eye contact. l :c

8.2.2 Skin Protection: Wear appropriate chemical resistant protective 9?. rclothing and chemical resistant gloves to prevent cnO skin contact. Butyl rubber, Neoprene, or Nitrile 0 :x::, (/) Gloves should be worn when handling this z
material. Wear chemical resistant clothing such 0
as a rubber apron when splashing may occur. _.
0 Rinse immediately if skin is contaminated. CX)
Remove contaminated clothing promptly and - wash before reuse. Clean protective equipment before reuse.

8.2.3 Respiratory Protection: Avoid breathing vapor or mist. When airborne exposure limits are exceeded (see below), use
NIOSH approved respiratory protection
equipment appropriate to the material and/or its
components. Full facepiece equipment is
recommended and, if used, replaces need for
face shield and chemical goggles. For
emergency and other conditions where exposure
limit may be significantly exceeded, use an
approved full face positive-pressure, selfcontained breathing apparatus.

8.2.4 Other Safety Equipment: Eye wash facility and emergency shower should be in close proximity.

8.3 Exposure Limits: Sodium Hypochlorite Chlorine*

8.3.1 AIHA (American Industrial Hygiene 2 mg/m3: 15 minute. Not established Association) / WEEL (Workplace (Short-term time weighted Environmental Exposure Level average)
guides) 2010

8.3.2 ACGIH (American Conference of Not established. 0.5 ppm Governmental Industrial Hygienists)
TWA (Time Weighted Average)

8.3.3 ACGIH $TEL (Short Term Not established. 1 ppm
Exposure Limit)

8.3.4 OSHA PEL (Permisible Exposure Not established. 0.5 ppm Limit)

8.3.5 ACGIH Ceiling Not established. Not established

8.3.6 NIOSH (National Institute for Not established. 10 ppm Occupational Safety & Health) IDLH
(Immediate Danger to Life & Health)

8.3.7 OSHA STEL (Short Term Exposure Not established. 1 ppm as Cl2 Limit)

8.3.8 NIOSH (15 min. ceiling) Not established. 0.5 ppm
* Chlorine is unlikely to be present as a decomposition product, but may be present in II 62 SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES

9.1 Appearance: Greenish yellow liquid.

9.2 Odor: Pungent.

9.3 Odor Threshold: 0.9 mg/m3.

9.4 pH: 11.2 -11.4 (1 % solution)

9.5 Melting Point: Not pertinent.

9.6 Freezing point: -23.3°C (-10°F)

9.7 Boiling Point & Boiling Range: Decomposes@110°C (230°F)

9.8 Flash Point: No information available.

9.9 Evaporation Rate: No information available.

9.10 Flammability (solid, gas): Not flammable.

9.11 Upper / Lower Flammability or No information available.

Explosive Limits:

9.12 Vapor Pressure: 12.1 mm Hg@ 20°C (68°F)

9.13 Vapor Density: 2.61 (air=1)

9.14 Relative Density (Specific 1.2 g/ml or 10 lb/gallon@ 20°C (68°F) Gravity):

9.15 Solubility in Water: Mixes infinitely with water.

9.16 Partition Coefficient: (n-octanol I No information available. water):

9.17 Auto-ignition Temperature: No information available.

9.18 Decomposition Temperature: Decomposes @ 11 O °C (230 "F)

9.19 Molecular Weight: 74.5 g/mole

9.20 Viscosity: 1.75 - 2.50 centipoises (varies with temoerature) SECTION 10: STABILITY AND REACTIVITY

10.1 Stability:

10.2 Instability/ Decomposition
Temperature:

10.3 Conditions of Instability:

10.4 Incompatibility with
Various Substances:

10.5 Corrosivity:

10.6 Special Remarks on
Reactivity:
1 O. 7 Special Remarks on
Corrosivity:
1 0.8 Hazardous
Polymerization:

Stable under normal conditions of storage, handling, and use.

All bleach decomposition is dependant on temperature. For any given temperature, the higher the strength, the faster it decomposes. In summary, for every 10°C increase in
storage temperature, the sodium hypochlorite will
decompose at an increased rate factor of approximately

3.5. High heat, ultraviolet light.

Oxidizing agents, acids, nitrogen containing organics,
metals, iron, copper, nickel, cobalt, organic materials, and ammonia.

Corrosive to metals.

Rate of decomposition increases with heat.

May develop chlorine if mixed with acidic solutions.

None.

Will not occur.
g> 3: ~ C:
'< r0-4
Ill ...., -I
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0 ......
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II
63 SECTION 11: TOXICOLOGICAL INFORMATION
11 .1 Routes of Entry:

11.2 Acute Toxicity:

Eyes, skin, ingestion, dermal absorption.

11.2.1 Oral Toxicity (LDso): 3-5 g/kg (rat)
>2 g/kg (rabbit)
Corrosive
Corrosive

11.2.2 Dermal Toxicity (LDso):

11.2.3 Primary Eye Irritation:

11.2.4 Primary Skin Irritation:

11.2.5 Inhalation Toxicity (LCso): No data available.
11 .3 Chronic Effects (Human Risk
Assessment):

Based on the toxicity profile and exposure scenarios
for sodium hypochlorite, EPA concludes that the risks
from chronic and subchronic exposure to low levels of
these pesticides are minimal and without
consequence to human health.

11.4 Tolerance Requirement: Exempt (EPA document "Index to Pesticide Chemical Names, Part 180 Tolerance Information, and Food
and Feed Commodities (by Commodity)" July 2010
SECTION 12: ECOLOGICAL INFORMATION

12.1 Ecotoxicity:

12.1.1 Freshwater
Fish
Toxicity:

12.1.2 Invertebrate
Toxicity:

12.2 Persistence:

12.3 Environmental
Fate:

Sodium hypochlorite is low in toxicity to avian wildlife, but it is highly toxic to freshwater fish and invertebrates.

Atlantic Herring (clupea harengus)
LCso = 0.033 - 0.097 mg//I/96 hr, flow through bioassay (pH: 8) Shiner Perch (cymatogaster aggregata)
LCso = 0.045 - 0.098 mg/I/96 hr, flow through bioassay (pH: 8) Three Spine Stickleback (gasterosteus aculeatus)
LCso = 0.141 - 0.193 mg/I/96 hr, flow through bioassay (pH: 8) Pink Salmon (oncorhynchus gorbuscha)
LCso = 0.023 - 0.052 mg/I/96 hr, flow through bioassay (pH: 8) Coho Salmon (oncorhynchus kisutch)
LCso = 0.026 - 0.038 mg/I/96 hr, flow through bioassay (pH: 8) English Sole (parophrys vetulus)
LCso = 0.044 - 0.144 mg/I/96 hr, flow through bioassay (pH: 8) Fat Head Minnow (pimephales promelas)
LCso = 0.22 - 0.62 mg/I/96 hr, flow through bioassay (pH: 7) Water Flea (ceriodaphnia sp. 0)
LCso = 0.006 mg/I/24 hr
Water Flea (daphnia magna)
LCso = 0.07 - 0.7 mg/1/24 hr
Water Flea (daphnia magna)
LCso = 2.1 mg/I/96 hr
Fresh Water Shrimp (gammarus fasciatus)
LCso = 0.4 mg/I/96 hr
No common name (nitocra spinipes)
LCso = 0.40 mg/1/96 hr
Grass Shrimp (palaemonetes pugio)
LCso = 0.52 mg/1/96 hr
No data available.

In fresh water, sodium hypochlorite breaks down rapidly into non-toxic compounds when exposed to sunlight. In seawater, chlorine levels decline rapidly; however, hypobromite (which is acutely toxic to aquatic organisms) is formed. EPA believes that the risk of acute exposure to aquatic organisms is sufficiently mitigated by precautionary labeling and National Pollutant Discharae Elimination Svstem (NPDES) oermit ......
0 ~
II
64 SECTION 13: DISPOSAL CONSIDERATIONS
Do not contaminate food or feed by storage, disposal, or cleaning of equipment. Product or rinsates that cannot be used should be diluted with water before disposal in a sanitary sewer.

This product can be neutralized with sodium bisulfite, sodium thiosulfate, sodium sulfite. Do not confuse these products with sulfates or bisulfates. Do not discharge effluent containing this product into lakes, streams, ponds, estuaries, oceans, or other waters unless in accordance with the requirements of a National Pollutant Discharge Elimination system (NPDES) permit and the permitting authority has been notified in writing prior to discharge. Do not contaminate water containing this product to sewer systems without previously notifying the local sewage treatment plant authority. For guidance, contact your State Water Board or Regional Office of the EPA.

Dispose of in accordance with all aoolicable local, Countv, State, and Federal reaulations.

14.1 14.2

14.3 14.4

14.5 14.6

14.7 SECTION 14: TRANSPORT INFORMATION
UN Number
UN Proper Shipping Name
Transport Hazard Class
Packing Group
Environmental Hazard (e.g.

Marine Pollutant)
Reportable Quantity (RQ):

Materials of Trade (MOT) Exceptions.

Inside containers
( < 1.3 gallons)
Limited Quantity
Yes
100 lb (45.4 kg) or 80
gallons (based on 12.5%
active ingredient)
Container
(> 1.3 gallons)
UN 1791
Hypochlorite Solutions
(Sodium Hypochlorite)
8 PG Ill
Yes
100 lb ( 45.4 kg) or 80
gallons (based on 12.5%
active ingredient
Certain hazardous materials transported in small quantities as part of a business are subject to less regulation, because of the limited hazard they pose. These materials are known as Materials of Trade. The regulations that apply to MOTs are found in 49 CFR § 173.6.

This information is not intended to convey all specific regulatory or operational requirements I information relating to this product. It is the responsibility of the transporting organization to follow all applicable laws, regulations and rules relatina to the transoortation of the material. ......
0 (X)
.........

II
65 15.1

15.2 15.3

15.4 SECTION 15: REGULATORY INFORMATION
U.S. Regulations:

15.1.1 OSHA HAZCOM (Hazard
Communication)

15.1.2 OSHA PSM (Process Safety
Management)

15.1.3 EPA FIFRA (Federal
Insecticide, Fungicide and
Rodenticide Act)

15.1.4 EPA TSCA (Toxic Substance
Control Act)

15.1.5 EPA CERCLA
(Comprehensive Environmental
Response, Compensation, and
Liability Act}

15.1.6 EPA RMP (Risk Management
Plan)
State of California Regulations:

This material is considered hazardous under the
HAZCOM Standard (29 CFR 1910.1200)
Not regulated under PSM Standard (29 CFR 1910.119)
EPA Reg. No. :10897-26
(Registered pesticide under 40 CFR 152.10)
All components are listed or exempted.

TSCA 12(b): This product is not subject to export
notification.

Reportable Quantity (RQ): 45.4 kg (100 lbs) or 80
gallons (based on 12.5% active ingredient).

Not listed. (40 CFR 68.130)

15.2.1 Safe Drinking Water and Toxic Enforcement Act of 1986 [Proposition 65, California only]: This product is not subject to warning labeling under California Proposition 65.

15.2.2 CDPR (California Department of Pesticide Regulation) Registration No: 10897-26- AA

15.2.3 CalARP (California Accidental Release Prevention Program)
Not regulated.

Canada Regulations:

15.3.1 WHMIS (Workplace Hazardous
Materials Information System)
• Classification: E (Corrosive Materials)
• Health Effects Criteria Met by this Chemical:
• E - Corrosive to skin
■ E - TOG class 8 - corrosive substance
• Ingredient Disclosure List: Included for disclosure at 1 % or greater.

15.3.2 DSL (Domestic Substances List)
International Inventory:

All components of this product are on the DSL.

15.4.1 AICS (Australian Inventory of Chemical
Substances)

15.4.2 KECI (Korean Existing Chemicals Inventory)

15.4.3 15.4.4

15.4.5 PICCS (Philippine Inventory of Chemicals
and Chemical Substances)
IECSC (Inventory of Existing Chemical
Substances in China)
NZloC (New Zealand Inventory of
Chemicals)
On inventory or in compliance with
inventory.

On inventory or in compliance with
inventory.

On inventory or in compliance with
inventory.
~
0 co
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II
66 SECTION 16: OTHER INFORMATION

16.1 HMIS Ill (Hazardous Materials Identification System):

16.1.1 16.1.4 PERSONAL PROTECTION See Section 8.

16.2 NFPA 704 (National Fire Protection Association):

16.2.1 HEAL TH 2

16.2.2 FLAMMABILITY 0

16.2.3 INSTABILITY 0

16.2.4 SPECIAL None

16.3 International Fire Code / International Irritant.

Building Code:

16.4 ANSI (American National Standards Institute):

16.4.1 Hazardous Industrial Chemicals - Complies with ANSI 2400.1 - 2004.

SDS-Prep<!ration:

16.4.2 Hazardous Industrial Chemicals - Complies with ANSI Z129.1 - 2006.

Precautionar Labelin :

Note: The information contained herein, while not guaranteed, was prepared by competent technical personnel and is true and accurate to the best of our knowledge and belief. NO WARRANTY OR GUARANTEE, express or implied, is made regarding the product performance, product stability, or as to any other condition of use, handling, transportation, and storage.

Customer use, handling, transportation, and storage may involve additional safety and/or performance considerations. Our technical personnel will be happy to respond to questions regarding safe handling, storage, transportation, and use procedures. The safe handling, storage, transportation, and use procedures remain the sole responsibility of the customer. No suggestions for handling, storage, transportation, or use are intended as or to be construed as recommendations which may infringe on any existing patents or violate any Federal, State, and/or local law and/or regulation, ordinance, standard, etc. This Safety Data Sheet has been prepared by HASA, Inc. staff from test reports and other information available in the public domain.
.....
0 CD
II
67 □
Attachment 4
Notice of Exemption Appendix E
To: Office of Planning and Research
P.O. Box 3044, Room 113
Sacramento, CA 95812-3044
County Clerk
County of: _o_ra_n_ge _____ _
P.O. Box 238
Santa Ana , CA 92702
From: (Public Agency): City of San Clemente
380 Avenida Pico, Bldg N
San Clemente, CA 92672
(Address)
Project Title: Purchase Contract with HASA, Inc. for 12.5% Sodium Hypochlorite deliveries to City Reservoirs 5A, 10, and 14 Project Applicant: City of San Clemente Public Works Department Project Location - Specific:

City Reservoirs 5A, 10, and 14 (see addresses below).

Project Location - City: San Clemente Project Location - County: _O_r_a_ng_e _____ _ Description of Nature, Purpose and Beneficiaries of Project:

Sodium Hypochlorite is needed onsite at City Reservoirs 5A, 10, and 14 for the Reservoir Management System for water treatment. Locations: Reservoir 5A, 721 Ave. Salvador, San Clemente, CA 92672; Reservoir 10, 9 Via Floritas, San Clemente, CA 92672; Reservoir 14, 4159 ½ Costero Risco, San Clemente, CA 92672.

Name of Public Agency Approving Project: _C_i_ty_o_f_S_a_n_C_le_m_e_n_t_e _____________ _ Name of Person or Agency Carrying Out Project: _C_it_y_o_f_S_a_n_C_ le_m_e_n_t_e ___________ _ Exempt Status: (check one):
□ Ministerial (Sec. 21080(b)(1 ); 15268);
□ Declared Emergency (Sec. 21080(b)(3); 15269(a));
D Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
[!] categorical Exemption. State type and section number: Section 15301, Class 1 Existing Facilities □ Statutory Exemptions. State code number: ___________________ _ Reasons why project is exempt:

Class 1 consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use.

Lead Agency
Contact Person: David Rebensdorf, Public Works Director Area Code/Telephone/Extension: (949) 361-6130 If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? • Yes No Signature: _______ _____ Date: _____ _ Title:
• Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code.

Reference: Sections 21108, 21152, and 21152.1 , Public Resources Code.

Date Received for filing at OPR: ____ _
Revised 20 11
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org

AGENDA REPORT

CITY OF SAN CLEMENTE

CITY COUNCIL MEETING

CITY OF SAN CLEMENTE
Meeting Date: December 5, 2023 Agenda Item: 7U
Department: Public Works
Prepared By Dustin Burnside, Utilities Manager
Subject:
..titl e
CONSIDERATION OF A RESOLUTION APPROVING THE PURCHASE OF A HYDROEXCAVATOR AND AUTHORIZING A SUPPLEMENTAL APPROPRIATION IN THE AMOUNT OF $721,618 ..body
Fiscal Impact:

The total cost of a new 2023 VHX42 Wet/Dry Hydro Excavator unit per specifications provided by the Utilities Division is $721,618. A supplemental appropriation in the amount of $721,618 to the Fleet Automotive Account #065-824-45600 from the Water Operating Fund balance would be necessary to fund this purchase in Fiscal Year 2023-24. There is available fund balance within the Water Operating Fund for this expenditure.

Summary:

The Resolution before the City Council is to appropriate funds and approve the purchase of a new 2023 VHX42 Wet/Dry Hydro Excavator unit from Plumbers Depot, Inc. for excavating water lines for routine and emergency repairs. The excavator will improve efficiencies by allowing water operations to make repairs quickly without waiting for other utility companies to mark their facilities, will minimize water outages to customers, will extend the useful life of the City’s sewer Vactor trucks since they are not designed for excavation and will allow collection staff to focus on cleaning sewer and storm drain lines.

Background:

Most of the City’s water and sewer distribution systems consists of over 400 miles of buried pipelines, along with storm drain pipes, gas, electrical, and telecommunications infrastructure.

Digging by hand is safe, but slow and inefficient; backhoes make excavation quicker, but present dangers of gas or electrical line strikes. Hydro-Excavators employ water to do the digging, and a powerful vacuum to remove the debris without excessive damage to the surrounding buried utilities. In addition, customers are returned to service in a more expedient manner with the use of hydroexcavation since City staff can excavate immediately without waiting for Underground Service Alert service marking of existing underground infrastructure prior to excavation because hydroexcavation is non-intrusive to existing infrastructure.

Currently, when hydro-excavation is needed for repairs, either due to urgency or safety, the City’s water distribution staff seek the assistance from the collections crew and their combination jet/vac truck to aid in the excavation. From November 2022 to November 2023, water distribution staff requested 588 hours of collections staff assistance to excavate using the combination jet/vac truck. These hours included 18 water main repairs, 24 service line repairs, 7 fire hydrant repairs, 6 water valve repairs, and clean up requests to remove excavation debris from sidewalks, gutters, 1 Meeting Date: December 5, 2023 Agenda Item: 7U

CITY OF SAN CLEMENTE
and driveways. The assistance is invaluable to rapidly restoring water service to customers, but detracts from important collections work of maintaining the sanitary sewer and storm drain systems. In addition, the life of the jet/vac truck is reduced since it is not specifically designed for hydroexcavation. The purchase of a hydroexcavator will create efficiencies within the department by reducing staff time needed during emergencies, allow collections crew to focus on cleaning of the sewer collection and storm drain system and to increase the useful life of the jet/vac truck.

The California Air Resources Control Board (CARB) has adopted the Advanced Clean Air Fleets Regulation for State and Local Government Agencies, which requires the City to transition their annual fleet replacements towards vehicles classified as Zero Emission Vehicles. This requirement only pertains to purchases after January 1, 2024. The purchase of the HydroExcavator would be initiated in calendar year 2023 so that the City is not yet mandated to transition the fleet to Zero Emission Technology. At this time, there are no Zero Emission hydroexcavation equipment; therefore, staff is making the recommendation to purchase the hydroexcavator prior to the new regulations.

Staff advertised a Request for a Quote on PlanetBids and received three responses. The proposals from Haaker Equipment Company for $788,703.06, and Plumbers Depot, Inc. for $721,617.31 were deemed responsive since they met the advertised equipment specifications.

Neither of these companies are local bidders and staff is not aware of any local companies that provide this type of equipment. Staff evaluated the quotes, and compared the options, sizes, and versatility of the two units. The bid from Plumbers Depot, Inc. meets these metrics being the best suited to meet the City’s needs and at the same time being the lowest price.

BIDDER AMOUNT
1 Plumbers Depot, Inc. $721,617.31
2 Haaker Equipment Company $788,703.06
Council Options:
 Adopt Resolution No. 23-146, which will authorize the purchase of a Hydro-Excavator Unit and make a supplemental appropriation of $721,618 to the Fleet Automotive Account #065-824- 45600 from the Water Operating Fund balance to fund the purchase.  Modify and adopt Resolution No. 23-146.
 Continue the Item and direct staff to provide additional information.  Deny the request to purchase a Hydro-Excavator Unit.

Environmental Review/Analysis
This is not a “project” under the California Environmental Quality Act. 2 I
Meeting Date: December 5, 2023 Agenda Item: 7U

CITY OF SAN CLEMENTE
Recommended Actions:

Staff Recommendation ..recommendation
Staff recommends that City Council adopt Resolution No. 23-146, which would:

1. Authorize the City Manager to execute the purchase of a 2023 VHX42 Hydro-Excavator Unit from Plumbers Depot, Inc. in the amount of $721,617.31; and

2. Authorize a supplemental appropriation in the amount of $721,618 to the Fleet Automotive Account #065-824-45600 from the Water Fund balance.
..end
Attachments:

1. Resolution No. 23-146

2. Plumbers Depot, Inc. Bid

3. Haaker Equipment Company Bid
Notification:

All bidders.
3 RESOLUTION NO. 23-146

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN CLEMENTE, CALIFORNIA, AUTHORIZING THE CITY

MANAGER TO PURCHASE A HYDRO-EXCAVATOR
WET/DRY DIGGING UNIT FROM PLUMBERS DEPOT, INC.

IN THE AMOUNT OF $721,688.31 AND APPROVING A

SUPPLEMENTAL APPROPRIATION RELATED THERETO
WHEREAS, the City utilizes vacuum excavation as a part of repair and maintenance of water infrastructure to excavate water mains and adjacent underground facilities; and WHEREAS, excavating buried utilities can involve significant risk and hydroexcavation minimizes safety hazards and property damage of adjacent buried utility lines; and
WHEREAS, utilizing a combination jet/vac truck from the Collections Department detracts from the Collections work plan and lessens the useful life of that equipment; and WHEREAS, Plumbers Depot, Inc.’s proposal with a bid amount of $721,688.31 for a new unit best meets the City’s needs and is the lowest responsive and responsible bidder.

NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:

Section 1. That the above recitals are true and correct and incorporated herein as findings.

Section 2. That the City Manager is authorized and directed to execute such documents and take such actions as are necessary and proper to purchase the HydroExcavator Unit from Plumbers Depot, Inc. for an amount not to exceed $721,688.31.

Section 3. That a supplemental appropriation in the amount of $721,688.31 to the Fleet Automotive Account #065-824-45600 from the Water Fund balance is hereby approved.

Section 4. The City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED AND ADOPTED this _____ day of ____________________, _______.

ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California
Attachment 1
4 Resolution No. 23-146 Page 2

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-146 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of _______________________, _________, by the following vote:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
_________________________
Elizabeth A. Mitchell, City Attorney
5 City of San Clemente
Wet/Dry Hydro Excavator Truck (Fleet 2023-10-1), bidding on 11/01/2023 12:00 PM (PST) PlanetBids
Attachment 2
6 Bid Results
Bidder Details
Vendor Name Plumbers depot inc
Address 3921 W 139th Street
Hawthorne, California 90250
United States
Respondee Jose Martin
Respondee Title President
Phone 310-753-1110
Email [email protected]
Vendor Type
License#
Bid Detail
Bid Format Electronic
Submitted 10/23/2023 2:25 PM (PST)
Delivery Method
Bid Responsive
Bid Status Submitted
Confirmation# 350474
Respondee Comment
Buyer Comment
Attachments
File Title
Plumbers Depot - City of San Clemente.pdf
File Name
Plumbers Depot - City of San Clemente.pdf
File Type
Upload copy of detailed quote
Additional informaiton-optional
City of San Clemente
Wet/Dry Hydro Excavator Truck (Fleet 2023-10-1), bidding on 11/01/2023 12:00 PM (PST)

Page 2 of 3 ends

San Clemente City CouncilDecember 5, 2023

San Clemente City Council
December 5, 2023