5 California having to do with working hours set forth in Division 2, Part 7, Chapter 1, Article 3 of the Labor Code of the State of California as amended.
CONTRACTOR shall forfeit, as a penalty to City, twenty-five dollars ($25.00) for each laborer, workman or mechanic employed in the execution of the contract, by him or any subcontractor under it, upon any of the work hereinbefore mentioned, for each calendar day during which the laborer, worker or mechanic is required or permitted to labor more than eight (8) hours in any one calendar day or 40 hours in any one calendar week in violation of the Labor Code.
9. PUBLIC WORKS CONTRACTOR REGISTRATION: Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations (DIR). No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the DIR to perform public work. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.
10. LABOR COMPLIANCE AND STOP ORDERS: This Project is subject to compliance monitoring and enforcement by the DIR. It shall be CONTRACTOR’s sole responsibility to evaluate and pay the cost of complying with all labor compliance requirements under this Contract and applicable law. Any stop orders issued by the DIR against CONTRACTOR or any subcontractor that affect CONTRACTOR’s performance of Work, including any delay, shall be CONTRACTOR’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered CONTRACTOR caused delay subject to any applicable liquidated damages and shall not be compensable by the CITY.
CONTRACTOR shall defend, indemnify and hold CITY, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the DIR against CONTRACTOR or any subcontractor.
11. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS: Contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code section 1777.1 or 1777.7. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid, or may have been paid to a debarred subcontractor by a contractor on the Project shall be returned to the CITY. CONTRACTOR shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project.
12. LABOR/EMPLOYMENT SAFETY: CONTRACTOR shall comply with all applicable laws and regulations of the federal, state, and local government, including Cal/OSHA
6 requirements and requirements for verification of employees’ legal right to work in the United States
CONTRACTOR shall maintain emergency first aid treatment for its employees which complies with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial Relations, Chapter 4. CONTRACTOR shall ensure the availability of emergency medical services for its employees in accordance with California Code of Regulations, Title 8, Section 1512.
CONTRACTOR shall submit the Illness and Injury Prevention Program and a Project site specific safety program to CITY prior to beginning Work at the Project site.
CONTRACTOR shall maintain a confined space program that meets or exceeds the CITY Standards. CONTRACTOR shall adhere to CITY’s lock out tag out program
13. TRAVEL AND SUBSISTENCE PAY: CONTRACTOR agrees to pay travel and subsistence pay to each worker needed to execute the work required by this Agreement as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in accordance with Labor Code Section 1773.8.
14. CONTRACTOR'S LIABILITY: The City of Hermosa Beach and its officers, agents and employees ("Indemnitees") shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof, or for any of the materials or other things used or employed in performing the work; or for injury or damage to any person or persons, either workers or employees of CONTRACTOR, of its subcontractors or the public, or for damage to adjoining or other property from any cause whatsoever arising out of or in connection with the performance of the work. CONTRACTOR shall be responsible for any damage or injury to any person or property resulting from defects or obstructions or from any cause whatsoever.
To the fullest extent permitted by law, CONTRACTOR will indemnify Indemnities against and will hold and save Indemnitees harmless from any and all actions, claims, damages to persons or property, penalties, obligations or liabilities that may be asserted or claimed by any person, firm, entity, corporation, political subdivision, or other organization arising out of or in connection with the work, operation, or activities of CONTRACTOR, its agents, employees, subcontractors or invitees provided for herein, whether or not there is concurrent passive negligence on the part of City. In connection therewith:
a. CONTRACTOR will defend any action or actions filed in connection with any such claims, damages, penalties, obligations or liabilities and will pay all costs and expenses, including attorneys' fees, expert fees and costs incurred in connection therewith.
b. CONTRACTOR will promptly pay any judgment rendered against CONTRACTOR or Indemnitees covering such claims, damages, penalties, obligations and liabilities arising out of or in connection with such work,
7 operations or activities of CONTRACTOR hereunder, and CONTRACTOR agrees to save and hold the Indemnitees harmless therefrom. c. In the event Indemnitees are made a party to any action or proceeding filed or prosecuted against CONTRACTOR for damages or other claims arising out of or in connection with the work, operation or activities hereunder, CONTRACTOR agrees to pay to Indemnitees and any all costs and expenses incurred by Indemnitees in such action or proceeding together with reasonable attorneys' fees.
Contractor's obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of City under any provision of this agreement, to the extent required by Civil Code section 2782, Contractor shall not be required to indemnify and hold harmless City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where City is shown to have been actively negligent and where City active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.
So much of the money due to CONTRACTOR under and by virtue of the contract as shall be considered necessary by City may be retained by City until disposition has been made of such actions or claims for damages as aforesaid.
It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California. This indemnity provision shall survive the termination of the Agreement and is in addition to any other rights or remedies which Indemnitees may have under the law.
This indemnity is effective without reference to the existence or applicability of any insurance coverage which may have been required under this Agreement or any additional insured endorsements which may extend to Indemnitees.
CONTRACTOR, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed by or on behalf of the CONTRACTOR regardless of any prior, concurrent, or subsequent passive negligence by the Indemnitees.
15. THIRD PARTY CLAIMS. In accordance with Public Contract Code § 9201, CITY will promptly inform CONTRACTOR regarding third-party claims against CONTRACTOR, but in no event later than ten (10) business days after CITY receives such claims. Such notification will be in writing and forwarded in accordance with the “Notice” section of
8 this Agreement. As more specifically detailed in the contract documents, CONTRACTOR agrees to indemnify and defend the City against any third-party claim.
16. WORKERS COMPENSATION: In accordance with California Labor Code Sections 1860 and 3700, CONTRACTOR and each of its subcontractors will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, CONTRACTOR, by signing this contract, certifies as follows:
"I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake selfinsurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.
17. INSURANCE: CONTRACTOR shall procure and maintain for the duration of the Agreement, and for 1 year thereafter, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the CONTRACTOR, its agents, representatives, employees, or subcontractors.
a. Minimum Scope and Limit of Insurance. Coverage shall be at least as broad as:
i. Commercial General Liability (CGL): Insurance Services Office (ISO) Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $5,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.
ii. Automobile Liability: Insurance Services Office Form CA 0001 covering Code 1 (any auto), with limits no less than $5,000,000 per accident for bodily injury and property damage.
iii. Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.
Working On, Over, or Near Navigable Waters. This Contract involves work on or adjacent to and/or work contributing to commerce on Navigable Waters of the United States, as defined by the U.S. Code of Federal Regulations. The Contractor therefore shall provide proof of insurance coverage in compliance with the statutory requirements of the U.S. Longshore and Harbor Workers’ Compensation Act.
If the Contractor is working from barges or any other watercraft, owned or nonowned, the Contractor must maintain Protection and Indemnity (P&I) insurance providing coverage for actions of the crew to third parties in the amount of $1,000,000 each occurrence or accident. The City shall be named by endorsement as an additional insured on the Contractor’s Protection and Indemnity insurance policy. The Contractor must also provide proof of insurance coverage in compliance with the statutory requirements of the Merchant Marine Act of 1920 (Jones Act).
9 iv. Builder’s Risk (Course of Construction) insurance utilizing an “All Risk” (Special Perils) coverage form, with limits equal to the completed value of the project and no coinsurance penalty provisions.
v. Professional Liability (if Design/Build), with limits no less than $2,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
vi. Contractors’ Pollution Legal Liability and/or Asbestos Legal Liability and/or Errors and Omissions (if project involves environmental hazards) with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate. vii. The CITY, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the CONTRACTOR including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of the CONTRACTOR. General liability coverage can be provided in the form of an endorsement to the CONTRACTOR’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).
viii. For any claims related to this project, the CONTRACTOR’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the CITY, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the CITY, its officers, officials, employees, or volunteers shall be excess of the CONTRACTOR’s insurance and shall not contribute with it.
ix. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to the CITY.
b. Builder’s Risk (Course of Construction) Insurance.
i. CONTRACTOR may submit evidence of Builder’s Risk insurance in the form of Course of Construction coverage. Such coverage shall name the CITY as a loss payee as their interest may appear.
ii. If the Project does not involve new or major reconstruction, at the option of the CITY, an Installation Floater may be acceptable. For such projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures,
10 processes, machinery, and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the Work, including during transit, installation, and testing at the CITY’s site. c. Claims Made Policies. If any coverage required is written on a claims-made coverage form:
i. The retroactive date must be shown, and this date must be before the execution date of the contract or the beginning of contract work.
ii. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of contract work. iii. If coverage is cancelled or non-renewed, and not replaced with another claimsmade policy form with a retroactive date prior to the contract effective, or start of work date, the CONTRACTOR must purchase extended reporting period coverage for a minimum of five (5) years after completion of contract work. iv. A copy of the claims reporting requirements must be submitted to the CITY for review.
v. If the services involve lead-based paint or asbestos identification/remediation, the Contractors Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractors Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold. d. Acceptability of Insurers. Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to the CITY.
e. Waiver of Subrogation. CONTRACTOR hereby agrees to waive rights of subrogation which any insurer of CONTRACTOR may acquire from CONTRACTOR by virtue of the payment of any loss. CONTRACTOR agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the CITY for all work performed by the CONTRACTOR, its employees, agents and subcontractors. f. Verification of Coverage. CONTRACTOR shall furnish the CITY with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to CITY before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the CONTRACTOR’s obligation to provide them. The CITY reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.
11 g. Subcontractors. CONTRACTOR shall require and verify that all subcontractors maintain insurance meeting all requirements stated herein, and CONTRACTOR shall ensure that CITY is an additional insured on insurance required from subcontractors.
For CGL coverage, subcontractors shall provide coverage with a form at least as broad as CG 20 38 04 13.
h. Special Risks or Circumstances. CITY reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances.
18. ASSIGNMENT: This contract is not assignable nor the performance of either party's duties delegable without the prior written consent of the other party. Any attempted or purported assignment or delegation of any of the rights of obligations of either party without the prior written consent of the other shall be void and of no force and effect.
19. INDEPENDENT CONTRACTOR: CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent contractor. Neither the CITY nor any of its agents shall have control of the conduct of CONTRACTOR or any of CONTRACTOR'S employees, except as herein set forth. CONTRACTOR shall not at any time or in any manner represent that it or any of its agents or employees are in any manner agents or employees of CITY.
20. TAXES: CONTRACTOR is responsible for paying all retail sales and use, transportation, export, import, special or other taxes and duties applicable to, and assessable against any work, materials, equipment, services, processes and operations incidental to or involved in this contract. CONTRACTOR is responsible for ascertaining and arranging to pay them.
The prices established in the contract shall include compensation for any taxes CONTRACTOR is required to pay by laws and regulations in effect at the bid opening date.
21. LICENSES: CONTRACTOR represents and warrants to CITY that it has all licenses, permits, qualifications, insurance, and approvals of whatsoever nature which are legally required of CONTRACTOR to practice its profession. CONTRACTOR represents and warrants to CITY that CONTRACTOR shall, at its sole cost and expense, keep in effect or obtain at all times during the term of this Agreement any licenses, permits, insurance, and approvals which are legally required of CONTRACTOR to practice its profession.
CONTRACTOR shall maintain a City of Hermosa Beach business license, if required under CITY ordinance.
Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within five (5) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826.
12 22. RECORDS: CONTRACTOR shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to this Agreement and such other records as may be deemed necessary by CITY or any authorized representative, and will be retained for four years after the expiration of this Agreement. All such records shall be made available for inspection or audit by CITY at any time during regular business hours.
23. SEVERABILITY. If any portion of these contract documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Agreement will continue in full force and effect.
24. WHOLE AGREEMENT: This Agreement supersedes any and all other agreements either oral or written, between the parties and contains all of the covenants and agreements between the parties pertaining to the work of improvements described herein. Each party to this contract acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein, and that any other agreement, statements or promise not contained in this contract shall not be valid or binding. Any modifications of this contract will be effective only if signed by the party to be charged.
25. AUTHORITY: CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in execution of this Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein. Each party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and to bind each respective party. This Agreement may be modified by written amendment. CITY’s city manager may execute any such amendment on CITY’s behalf.
26. NOTICES: All notices permitted or required under this Agreement shall be in writing, and shall be deemed made when delivered to the applicable party’s representative as provided in this Agreement. Additionally, such notices may be given to the respective parties at the following addresses, or at such other addresses as the parties may provide in writing for this purpose. Such notices shall be deemed made when personally delivered or when mailed forty-eight (48) hours after deposit in the U.S. mail, first-class postage prepaid, and addressed to the party at its applicable address.
13 CITY OF HERMOSA BEACH
1315 Valley Drive
Hermosa Beach, CA 90254
Attention: Project Manager
CONTRACTOR:
Attention:
27. DISPUTES. Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The intent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Section shall be construed to be consistent with said statutes.
Claims. For purposes of this Section, “Claim” means a separate demand by CONTRACTOR, after a change order duly requested in accordance with the terms of this Contract has been denied by the CITY, for (A) a time extension, (B) payment of money or damages arising from Work done by or on behalf of CONTRACTOR pursuant to the Contract, or (C) an amount the payment of which is disputed by the CITY. A “Claim” does not include any demand for payment for which CONTRACTOR has failed to provide notice, request a change order, or otherwise failed to follow any procedures contained in the Contract Documents. Claims governed by this Section may not be filed unless and until CONTRACTOR completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order, including but not necessarily limited to the change order procedures contained herein, and CONTRACTOR’s request for a change has been denied in whole or in part. Claims governed by this Section must be filed no later than fourteen (14) days after a request for change has been denied in whole or in part or after any other event giving rise to the Claim. The Claim shall be submitted in writing to the CITY and shall include on its first page the following in 16 point capital font: “THIS IS A CLAIM.” Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing in this Section is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for extra Work, disputed Work, and/or changed conditions. Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon.
14 Supporting Documentation. The CONTRACTOR shall submit all claims in the following format:
Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made
List of documentsrelating to claim:
Specifications
Drawings
Clarifications (Requests for Information)
Schedules
Other
Chronology of events and correspondence
Analysis of claim merit
Analysis of claim cost
Time impact analysis in CPM format
If CONTRACTOR’s claim is based in whole or in part on an allegation of errors or omissions in the Drawings or Specifications for the Project, CONTRACTOR shall provide a summary of the percentage of the claim subject to design errors or omissions and shall obtain a certificate of merit in support of the claim of design errors and omissions.
Cover letter and certification of validity of the claim, including any claims from subcontractors of any tier, in accordance with Government Code section 12650 et seq.
City’s Response. Upon receipt of a claim pursuant to this Section, CITY shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide CONTRACTOR a written statement identifying what portion of the claim is disputed and what portion is undisputed.
Any payment due on an undisputed portion of the claim will be processed and made within 60 days after the public entity issues its written statement.
If CITY needs approval from its governing body to provide the CONTRACTOR a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, CITY shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide CONTRACTOR a written statement identifying the disputed portion and the undisputed portion.
15 Within 30 days of receipt of a claim, CITY may request in writing additional documentation supporting the claim or relating to defenses or claims CITY may have against the CONTRACTOR. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of CITY and the CONTRACTOR.
CITY’s written response to the claim, as further documented, shall be submitted to CONTRACTOR within 30 days (if the claim is less than $50,000, within 15 days) after receipt of the further documentation, or within a period of time no greater than that taken by CONTRACTOR in producing the additional information or requested documentation, whichever is greater.
Meet and Confer. If the CONTRACTOR disputes CITY’s written response, or CITY fails to respond within the time prescribed, the CONTRACTOR may so notify CITY, in writing, either within 15 days of receipt of CITY’s response or within 15 days of CITY’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, CITY shall schedule a meet and confer conference within 30 days for settlement of the dispute.
Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, CITY shall provide the CONTRACTOR a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after CITY issues its written statement. Any disputed portion of the claim, as identified by CONTRACTOR in writing, shall be submitted to nonbinding mediation, with CITY and CONTRACTOR sharing the associated costs equally. CITY and CONTRACTOR shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing unless the parties agree to select a mediator at a later time.
If the Parties cannot agree upon a mediator, each Party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each Party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.
For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the Parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.
Unless otherwise agreed to by CITY and CONTRACTOR in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.
The mediation shall be held no earlier than the date CONTRACTOR completes the Work or the date that CONTRACTOR last performs Work, whichever is earlier. All unresolved claims shall be considered jointly in a single mediation unless a new unrelated claim arises after mediation is completed.
16 Procedures After Mediation. If following the mediation, the claim or any portion remains in dispute, CONTRACTOR must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time CONTRACTOR submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference or mediation.
Civil Actions. The following procedures are established for all civil actions filed to resolve claims subject to this Section:
Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of these procedures.. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.
If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.
In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney’s fees on appeal of the other party.
Government Code Claims. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, claims and/or changed conditions, CONTRACTOR must comply with the claim procedures set forth in Government Code sections 900 et seq. prior to filing any lawsuit against the CITY.
Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, claims, and/or changed conditions have been followed by CONTRACTOR. If no such Government Code claim is submitted, or if any prerequisite contractual requirements are not otherwise satisfied as specified herein, CONTRACTOR shall be barred from bringing and maintaining a valid lawsuit against the CITY. A Government Code claim must be filed no earlier than the date the work is completed or the date CONTRACTOR last performs work on the Project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted.
17 Non-Waiver. CITY’s failure to respond to a claim from CONTRACTOR within the time periods described in this Section or to otherwise meet the time requirements of this Section shall result in the claim being deemed rejected in its entirety. CITY’s failure to respond shall not waive CITY’s rights to any subsequent procedures for the resolution of disputed claims.
24. NON-DISCRIMINATION: Contractor represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the State or Federal Constitutions. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. A violation of this section exposes CONTRACTOR to the penalties provided for in Labor Code Section 1735.
25. TERMINATION: This Contract may be terminated by CITY at any time, either with our without cause, by giving CONTRACTOR three (3) days advance written notice. In the event of termination by CITY for any reason other than the fault of CONTRACTOR, CITY shall pay CONTRACTOR for all Work performed up to that time as provided herein. In the event of breach of the Contract by Contractor, CITY may terminate the Contract immediately without notice, may reduce payment to CONTRACTOR in the amount necessary to offset CITY’s resulting damages, and may pursue any other available recourse against CONTRACTOR. CONTRACTOR may not terminate this Contract except for cause. In the event this Contract is terminated in whole or in part as provided, CITY may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. Further, if this Contract is terminated as provided, CITY may require CONTRACTOR to provide all finished or unfinished documents, data, diagrams, drawings, materials or other matter prepared or built by CONTRACTOR in connection with its performance of this Contract.
26. ANTI-TRUST CLAIMS: This provision shall be operative if this Contract Agreement is applicable to California Public Contract Code Section 7103.5. In entering into this Contract Agreement to supply goods, services or materials, Contractor hereby offers and agrees to assign to the Agency all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2, commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code) arising from purchases of goods, services, or materials pursuant to the Contract Agreement. This assignment shall be made and become effective at the time the Agency tender final payment to Contractor, without further acknowledgment by the Parties.
27. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party.
There will be no incidental or other beneficiaries of any of the Contractor’s or the City’s obligations under this Contract.
28. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents.
18 29. FORCE MAJEURE. If CONTRACTOR is delayed in the performance or progress of the work by a Force Majeure Event, then the CONTRACTOR shall be entitled to a time extension, as provided in the contract documents, when the work stopped is on the critical path and shall not be charged liquidated damages. Such a non-compensable adjustment shall be CONTRACTOR’s sole and exclusive remedy for such delays and the CONTRACTOR will not receive an adjustment to the contract price or any other compensation. Contractor must submit a timely request in accordance with the requirements of the contract documents. A Force Majeure Event shall mean an event that materially affects a party’s performance and is one or more of the following: (1) Acts of God or other natural disasters occurring at the project site; (2) terrorism or other acts of a public enemy; (3) orders of governmental authorities (including, without limitation, unreasonable and unforeseeable delay in the issuance of permits or approvals by governmental authorities that are required for the work); (4) pandemics, epidemics or quarantine restrictions; and (5) strikes and other organized labor action occurring at the project site and the effects thereof on the work, only to the extent such strikes and other organized labor action are beyond the control of CONTRACTOR and its subcontractors, of every tier, and to the extent the effects thereof cannot be avoided by use of replacement workers. For purposes of this section, “orders of governmental authorities,” includes ordinances, emergency proclamations and orders, rules to protect the public health, welfare and safety, and other actions of the City in its capacity as a municipal authority.
30. PROVISIONS REQUIRED BY LAW AND CONTRACTOR COMPLIANCE. Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Work.
31. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract, agreements ancillary to this Contract, and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature.
32. GOVERNING LAW: This Agreement shall be governed by the laws of the State of California, and exclusive venue for any action involving this Contract will be in Los Angeles County.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement with all the formalities required by law on the respective dates set forth opposite their signatures.
19 State of California
CONTRACTOR'S License No. 898681
CONTRACTOR
Solex Construction, Inc.
10350 Santa Monica Blvd, Suite 250, Los Angeles, CA 90025 By:
Date Saeed Yousefian, President
CITY OF HERMOSA BEACH, CALIFORNIA
By:
Date Justin Massey, Mayor
ATTEST:
By:
Date Myra Maravilla, City Clerk
CONTRACTOR'S Business Phone
Emergency Phone at which CONTRACTOR can be reached at any time: ( ) APPROVED AS TO FORM:
Patrick Donegan, City Attorney
Date
ARCHITECTURAL ABBREVIATIONS
GA. GUAGE
GALV. GALVANIZED
G.I. GALVANIZED IRON
GL. GLASS
GR. GRADE
GYP.BD. GYPSUM BOARD
G.D. GARBAGE DISPOSAL
H.B. HOSE BIBB
HWD. HARDWOOD
HGT. HEIGHT
H.PT. HIGH POINT
HDR. HEADER
HTR. HEATER
H.W. HOT WATER
HORIZ. HORIZONTAL
H.C. HOLLOW CORE
I.D. INSIDE DIAMETER
INT. INTERIOR
INSUL. INSULATION
INV. INVERT
I.P.S. IRON PIPE SIZE
I.I.C. IMPACT INSULATION
CLASS
LAV. LAVATORY
LGTH. LENGTH
LKR. LOCKER
MIN. MINIMUM
MAS. MASONRY
MAX. MAXIMUM
MECH. MECHANICAL
MEMB. MEMBRANE
MTL. METAL
M.H. MANHOLE
MISC. MISCELLANEOUS
M.O. MASONRY OPENING
M.R. MOISTURE RESISTANT
MFG. MANUFACTURER
N.I.C NOT IN CONTRACT
NO. NUMBER
NOM. NOMINAL
N.T.S. NOT TO SCALE
OBSC. OBSCURE
O.C. ON CENTER
O.D. OUTSIDE DIIAMETER
OFF. OFFICE
OPG. OPENING
OV. OVEN
OVFL. OVERFLOW
OPP. OPPOSITE
PL PROPERTY LINE
PART'N PARTITION
PLAS. PLASTER
PLYWD. PLYWOOD
PR. PAIR
P.L. PLASTIC LAMINATE
A.F.F. ABOVE FINISH FLOOR
A.F.S. ABOVE FINISH SURFACE
BD BOARD
BLK BLOCK
BLKG BLOCKING
BM BEAM
BOT BOTTOM
BLDG BUILDING
BET BETWEEN
C.L. CENTER LINE
C.B. CATCH BASIN
CEM. CEMENT
CER. CERAMIC
C.I.P. CAST IRON PIPE
CLG. CEILING
CLO. CLOSET
CLR. CLEAR
C.O. CLEAN OUT
COL. COLUMN
COM. COMMON
CONC. CONCRETE
CONT. CONTINUOUS
C.W. COLD WATER
C.T. CERAMIC TILE
C.YD. CUBIC YARD
DET. DETAIL
D.F. DRINKING FOUNTAIN
D.D. DOOR DIMENSION
DIA. DIAMETER
DWG. DRAWING
D.S. DOWNSPOUT
D.W. DISHWASHER
DR. DOOR
DIM. DIMENSION
EA. EACH
ELEC. ELECTRICAL
ELEV. ELEVATION
ENCL. ENCLOSURE
EXH. EXHAUST
EXIST. EXISTING
EXP. EXPANSION
EXT. EXTERIOR
E.J. EXPANSION JOINT
F.D. FLOOR DRAIN
F.E.C. FIRE EXTINGUISHER
CABINET
FIN. FINISH
FLR. FLOOR
FLRG. FLOORING
F.GL. FIXED GLASS
F.S. FLOOR SINK
FLUOR. FLUORESCENT
F.O.C. FACE OF CONCRETE
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUD
F.O.F. FACE OF FINISH
F.F. FINISH FLOOR
F.J. FLOOR JOIST
PL PROPERTY LINE
PART'N PARTITION
PLAS. PLASTER
PLYWD. PLYWOOD
PR. PAIR
P.L. PLASTIC LAMINATE
R. RISER
RAD. RADIUS
REINF. REINFORCING
RESIL. RESILIENT
RD. ROOF DRAIN
RM. ROOM
R.O. ROUGH OPENING
REF. REFRIGERATOR
REQ'D REQUIRED
S.C. SOLID CORE
SHT. SHEET
SIM. SIMILAR
SHTG. SHEATHING
SQ. SQUARE
STD. STANDARD
STL. STEEL
STRUCT. STRUCTURAL
S.S. STAINLESS STEEL
SUSP. SUSPENDED
SPECS. SPECIFICATIONS
STOR. STORAGE
S.T.C. SOUND TRANSMISSION
CLASS
S.F. SQUARE FOOT
SSD SEE STRUCTURAL
DRAWINGS
TEL. TELEPHONE
TERR. TERRAZZO
T&G TONGUE AND GROOVE
T.O.C. TOP OF CURB
T.O.W. TOP OF WALL
TYP. TYPICAL
THRU. THROUGH
TEMP. TEMPERED
T.O.P. TOP OF PARAPET
T. TREAD
T.O.PL TOP OF PLATE
U URINAL
U.O.N. UNLESS OTHERWISE
NOTED
VERT. VERTICAL
VEST. VESTIBULE
V.C.T. VINYLE COMPOSITION
TILE
VIF VERIFY IN FEILD
W/ WITH
WAINS. WAINSCOT
W.C. WATER CLOSET
WD. WOOD
WH WATER HEATER
WP. WATERPROOF
DEMOLISH
EXISTING
NEW
PHASING LEGEND
SLOPE ARROWS
SLOPE ARROWS
ELEVATION CALLOUTS
GRID BUBBLE
BUILDING ELEVATION
SHEET NUMBER
INTERIOR ELEVATIONS
SHEET NUMBER
BUILDING SECTION
SHEET NUMBER
WALL SECTION
SHEET NEUMBER
DETAIL NUMBER
SHEET NUMBER
DETAIL TICK
MATCHLINE
BREAK LINE
SLOPE
0:12
T.O.WALL
T.O.WALL
X
1 A0.0
1 A0.0
1 1
A0.0
1 A0.0
1 A0.0
1 ROOM FINISH TAG
SUSMP AREA
ALLOCATION
POINT ELEVATION
STEP IN SLAB
FACADE ELEVATION
MARKER
WALL TYPE
REVISION CALLOUT
DOOR CALLOUT
WINDOW CALLOUT
ROOM NUMBER
CEILING HEIGHT
NORTH ARROW
KEYNOTES
CEILING HGT.
ROOM NAME
FLR. MATERIAL
SUSMP
+00.00'
+0'-0"
+0"
X X X
0 D-000
W-000
000
ROOM NAME
0'-0"
RENOVATION OF THE CLARK BUILDING CONSISTING OF ACCESSIBILITY
UPGRADES, COMMERCIAL KITCHEN, RENOVATED RESTROOMS, HVAC, LIGHTING, AND MATERIAL AND FINISH UPGRADES THROUGHOUT.
SITE ADDRESS: CLARK BUILDING
861 VALLEY DRIVE,
HERMOSA BEACH, CA 90254
OCCUPANCY: A3
CONSTRUCTION: IIIB*
*PER PUBLIC WORKS SUPERINTENDENT- ORIGINAL COO NOT ON RECORD
PROPERTY INFORMATION
PROJECT DESCRIPTION
ZONING INFORMATION
UNDERLYING ZONE: OPEN SPACE
ZONING INFORMATION: COSTAL ZONE
OWNER
COMPANY: CITY OF HERMOSA BEACH
DEPARTMENT OF PUBLIC WORKS
CONTACT: JONATHAN PASCUAL
EMAIL: [email protected]
TELEPHONE: 310.318.0252
ADDRESS: 1315 VALLEY DRIVE,
HERMOSA BEACH, CA 90254
COMPANY: VCA ENGINEERS, INC.
CONTACT: DANICA TABASCO
EMAIL: [email protected]
TELEPHONE: 323.729.6098
ADDRESS: 1041 S. GARFIELD AVE. SUITE 210
ALHAMBRA, CA 91801
CIVIL ENGINEER
ARCHITECT
COMPANY: THE ALBERT GROUP ARCHITECTS
ARCHITAG LLP
CONTACT: BRITTANY EDWARDS
EMAIL: [email protected]
TELEPHONE: 310.820.8863 x205
ADDRESS: 1745 BERKELEY STREET, SUITE 4
SANTA MONICA, CA 90404
COMPANY: LMG DESIGN GROUP
CONTACT: JOSEPH MARIN
EMAIL: [email protected]
TELEPHONE: 813.948.9100
ADDRESS: 16502 N. DALE MABRY HWY
TAMPA, FL 33618
KITCHEN CONSULTANT
STUCTURAL ENGINEER
COMPANY: VCA ENGINEERS, INC.
CONTACT: JUNGWON AHN
EMAIL: [email protected]
TELEPHONE: 949.679.0870
ADDRESS: 1041 S. GARFIELD AVE. SUITE 210
ALHAMBRA, CA 91801
COMPANY: A & N DESIGN GROUP INC.
CONTACT: ARASH NAZARI, PE
EMAIL: [email protected]
TELEPHONE: 818.288.4361
ADDRESS: 21550 OXNARD STREET #300
WOODLAND HILLS, CA 91367
MEP ENGINEER
PUBLIC WORKS STANDARD NOTES
GENERAL NOTES:
1. CONSTRUCTION WORK HOURS ARE LIMITED TO 8:00AM TO
6:00 PM, MONDAY THROUGH FRIDAY. WORK IS PROHIBITED
ON SATURDAYS, SUNDAYS, AND HOLIDAYS AS DEFINED IN
THE SPECIAL PROVISIONS.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS, THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (“GREENBOOK”), CITY OF HERMOSA BEACH
PUBLIC WORKS STANDARDS, AND ALL OTHER CONTRACTUAL
REQUIREMENTS.
3. ALL WORK DONE WITHIN THE PUBLIC RIGHT-OF-WAY SHALL
BE DONE BY A LICENSED CONTRACTOR WITH A CLASS A
LICENSE.
4. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO OBTAIN
ALL NECESSARY PERMITS FROM THE CITY AND ANY OTHER
JURISDICTIONAL AGENCIES REQUIRED TO ACCOMPLISH ALL
WORK WITHIN THE PUBLIC RIGHT-OF-WAY. NO WORK SHALL
START UNTIL ALL NECESSARY PERMITS ARE OBTAINED.
5. ALL WORK IS SUBJECT TO THE REQUIREMENTS OF THE
PERMIT(S) OF THE CITY OF HERMOSA BEACH INCLUDING, BUT
NOT LIMITED TO, BARRICADES, TRAFFIC CONTROL, BACKFILL
COMPACTION, PAVEMENT REPAIRS, ETC.
6. ALL CONTRACTORS WORKING ON PUBLIC WORKS PROJECTS
MUST HAVE A CURRENT CITY OF HERMOSA BEACH BUSINESS
LICENSE.
7. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION
TO THE PUBLIC WORKS DEPARTMENT ON A CITY-PROVIDED
PUBLIC NOTICE FORM FOR APPROVAL THEN, UPON
APPROVAL, DISTRIBUTE THE NOTICE TO ALL AFFECTED
PROPERTIES AT LEAST 72 HOURS IN ADVANCE OF START OF
CONSTRUCTION. NOTICE SHALL INFORM THE PUBLIC OF ALL
CONSTRUCTION OPERATIONS INCLUDING ANY STREET
CLOSURE OR PARKING RESTRICTION.
8. THE CONTRACTOR SHALL NOTIFY BUS COMPANIES OF ANY
STREET CLOSURES AT LEAST 72 HOURS PRIOR TO THE
COMMENCEMENT OF WORK. THE CONTRACTOR SHALL
COORDINATE THE TEMPORARY RELOCATION OF ANY BUS
STOP IMPACTED BY CONSTRUCTION; SEE AGENCY CONTACTS
FOR CONTACT INFORMATION.
9. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH
THE PLANS PRIOR TO COMMENCING WORK. SHOULD
CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE
PROCEEDING WITH THE WORK IN QUESTION.
10. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR
SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD
INCLUDING DIMENSIONS AND SOIL CONDITIONS. IF THE FIELD
CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS,
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE
CHANGED CONDITIONS HAVE BEEN EVALUATED AND
ADDRESSED. ANY WORK PERFORMED IN CONFLICT WITH THE
CONTRACT DOCUMENTS OR ANY APPLICABLE CODE
REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR
AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE CITY.
11. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE
PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WHERE NO DETAILS ARE GIVEN CONSTRUCTION SHALL BE AS
SHOWN FOR SIMILAR WORK.
12. THE CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, LABOR,
AND MATERIALS NECESSARY TO PERFORM THE WORK
SHOWN ON THE PLAN. THE CONTRACTOR SHALL USE
ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE
THOROUGHLY TRAINED AND EXPERIENCED IN THE
NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR
WITH THE SPECIFIED REQUIREMENTS AND THE METHODS
REQUIRED PRIOR TO PERFORMANCE OF THE WORK.
13. THE CONTRACTOR SHALL COORDINATE ALL WORK,
INCLUDING SUBCONTRACTORS’ WORK, SO AS TO ELIMINATE
CONFLICTS AND WORK TOWARD THE GENERAL COMPLETION
OF THE ENTIRE PROJECT WITHIN THE CONTRACT PERIOD.
14. THE CONTRACTOR SHALL REPLACE ALL EXISTING
IMPROVEMENTS (PAVEMENT, STRIPING, RAISED MARKERS,
ETC.) DAMAGED DURING CONSTRUCTION IN KIND AND TO THE
SAME OR BETTER CONDITION.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE OR EXCESSIVE WEAR AND TEAR TO ROADS, OR
ADJACENT PUBLIC OR PRIVATE PROPERTY CAUSED BY
CONSTRUCTION-RELATED WORK AND SHALL BE
RESPONSIBLE TO IMPLEMENT MEASURES TO PREVENT SUCH
DAMAGE.
16. ANY ASPHALT OR CONCRETE PAVEMENT WITHIN THE
PROPERTY LIMITS THAT IS DAMAGED DURING CONSTRUCTION
SHALL BE REMOVED AND REPLACED TO MEET CURRENT CITY
STANDARDS.
17. ALL EXISTING SURFACE FEATURES SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DAMAGES DURING
CONSTRUCTION.
18. ANY PUBLIC PROPERTY DAMAGED DURING CONSTRUCTION
SHALL BE REPLACED IN KIND OR BETTER TO THE
SATISFACTION OF THE PUBLIC WORKS INSPECTOR OR
ENGINEER. THE CITY SHALL, AT ITS DISCRETION AND IN THE
INTEREST OF PUBLIC SAFETY, MAKE ANY REPAIRS DEEMED
NECESSARY; THE COST OF SUCH REPAIRS SHALL BE
DEDUCTED FROM THE CONTRACT COST.
19. GRAFFITI IN FRESHLY POURED CONCRETE SHALL BE
REMOVED BY WHATEVER MEANS NECESSARY UP TO AND
INCLUDING REMOVAL AND REPLACEMENT.
20. UNLESS OTHERWISE NOTED, ALL TRAFFIC SIGNS SHALL BE
PROTECTED IN PLACE BY THE CONTRACTOR.
21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
AN APPROVED COPY OF CONSTRUCTION PLANS AT THE
PROJECT SITE DURING CONSTRUCTION. ALL DRAWINGS ARE
CONSIDERED PART OF THE CONTRACT DOCUMENTS.
22. THE CONTRACTOR SHALL MAKE AVAILABLE FOR THE
INSPECTOR’S REVIEW, ON A DAILY BASIS, AS-BUILT
DRAWINGS FOR WORK PERFORMED UP TO AND INCLUDING
THE PREVIOUS DAY’S ACTIVITIES. WORK SHALL NOT BE
CONSIDERED COMPLETE UNTIL AS-BUILT DRAWINGS ARE
SUBMITTED AND ACCEPTED BY THE PUBLIC WORKS
DIRECTOR.
NOTES CONTINUED ON A0.01
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
As indicated
2017
A0.00
PERMIT SET
CONSTRUCTION
DOCUMENTS
TITLE SHEET
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
TITLE SHEET
CIP 689 - CLARK BUILDING RENOVATIONS CONSTRUCTION DOCUMENTS
PROJECT SYMBOLS
GENERAL
1 A0.00 TITLE SHEET
2 A0.01 GENERAL NOTES
3 A0.10 CODE COMPLIANCE
4 A0.20 UNDERGROUND
UTILITY PLAN
5 A0.21 SOCAL EDISON
6 A0.22 SOCAL EDISON
A0.23 FIBER OPTIC- OMIT
7 A0.24 CURB RAMP DETAIL
8 A0.25 LEAD & ASBESTOS ABATEMENT
SHEET LIST
ARCHITECTURAL
24 A1.00 SITE PLAN
25 A1.10 DEMO PLAN
26 A2.00 PROPOSED PLAN
27 A2.01 PROPOSED REFLECTED CEILING
PLAN
28 A2.10 ENLARGED RAMPS & STAIRS
29 A2.11 ENLARGED RESTROOMS AND
KITCHEN
30 A3.00 BUILDING ELEVATIONS
31 A3.01 BUILDING ELEVATIONS
32 A3.02 BUILDING ELEVATIONS
33 A3.10 INTERIOR ELEVATIONS- BALLROOM
34 A3.11 INTERIOR FINISHES- BALLROOM
35 A3.12 INTERIOR ELEVATIONS- KITCHEN
36 A3.13 INTERIOR ELEVATIONS- RESTROOM
37 A7.00 SCHEDULES
38 ACC.1 ACCESSIBILITY DETAILS
39 ACC.2 ACCESSIBILITY DETAILS
40 AD.10 ARCHITECTURAL DETAILS- WALLS &
CEILING
41 AD.50 ARCHITECTURAL DETAILS- DOORS
42 AD.70 ARCHITECTURAL DETAILS- STAIRS
& RAILING
43 AD.80 ARCHITECTURAL DETAILSFINISHES
44 AD.90 ARCHITECTURAL DETAILS- SITE
PROJECT DATA
DIRECTORY
AREA MAP
PROJECT SITE
PIER AVE.
PCH
VALLEY
DR.
MECHANICAL
64 M0.1 MECHANICAL EQUIPMENT
SCHEDULES
65 M0.2 MECHANICAL NOTES
66 M1.1 MECHANICAL DEMOLITION PLAN
67 M2.1 MECHANICAL FLOOR PLAN
68 M3.1 MECHANICAL ROOF PLAN
69 M4.1 MECHANICAL DETAILS
70 M4.2 MECHANICAL DETAILS
71 M5.1 T-24 FORMS
72 M5.2 T-24 FORMS
73 M5.3 T-24 FORMS
74 M6.1 KITCHEN HOOD SHEET
75 M6.2 KITCHEN HOOD SHEET
76 M6.3 KITCHEN HOOD SHEET
77 M6.4 KITCHEN HOOD SHEET
ELECTRICAL
78 E0.00 GENERAL NOTES SHEET INDEX AND
SYMBOLS LIST
79 E0.01 ELECTRICAL SPECIFICATIONS
80 E0.02 TITLE-24 INDOOR
81 E0.03 TITLE-24 OUTDOOR
82 E2.01 SINGLE LINE DIAGRAM AND PANEL
SCHEDULE
83 E4.01 SITE ELECTRICAL PLAN
84 E5.01 FIRST FLOOR POWER PLAN
85 E5.02 ROOF POWER PLAN
86 E6.01 FIRST FLOOR LIGHTING PLAN
87 E8.01 EGRESS PHOTOMETRIC
CALCULATIONS
88 E9.01 SCE DRAWING
PLUMBING
89 P1.1 PLUMBING LEGEND NOTES &
SCHEDULES
90 P1.2 PLUMBING SCHEDULES,
CALCULATIONS & SPECIFICATIONS
91 P2.1 WASTE AND VENT PLUMBING
FLOOR PLAN
92 P3.1 WATER AND GAS PLUMBING FLOOR
PLAN
93 P4.1 PLUMBING ROOF PLAN
94 P5.1 ISOMETRIC PIPING DIAGRAM
95 P6.1 PLUMBING DETAILS
96 P6.2 PLUMBING DETAILS
ADDITIONAL REFERENCES
1. SPECIFICATION BOOK
INCLUDED IN SET (BEYOND LISTED CONSULTANT DRAWINGS):
1. UNDERGROUND FIBEROPTIC UTILITY PLAN - A0.20
2. SOUTHERN CALIFORNIA EDISION SERVICE UPGRADE - A0.21-A0.22
3. GREENBELT TRAIL ADA RAMP IMPROVEMENTS (CURRENT ONGOING PROJECT) - A0.24
4. LEAD AND ASBESTOS ABATEMENT - A0.25
LANDSCAPE
18 L1.01 PLANTING PLAN
19 L1.02 PLANTING NOTES
DEFERRED SUBMITTALS
1. MECHANICAL, ELECTRICAL, & PLUMBING
2. HEALTH DEPARTMENT
3. PROJECTOR BASE ATTACHMENT
01 STRUCTURAL
56 S-0.3 GENERAL NOTES
57 S-1.1 TYPICAL DETAILS
58 S-1.2 TYPICAL DETAILS
59 S-1.3 TYPICAL DETAILS
60 S-2.1 FOUNDATION PLAN
61 S-3.1 CEILING FRAMING PLAN
62 S-4.1 FOUNDATION DETAILS
63 S-6.1 WALL ELEVATIONS
STRUCTURAL
54 S-0.1 GENERAL NOTES
55 S-0.2 GENERAL NOTES
11 C-2.0 SITE CONTROL PLAN
12 C-3.0 SITE GRADING PLAN
13 C-4.0 SITE UTILITY PLAN
14 C-5.0 MISCELLANEOUS DETAILS
15 C-5.1 MISCELLANEOUS DETAILS
16 C-6.0 EROSION CONTROL PLAN
17 C-6.1 EROSION CONTROL DETAILS
9 C-1.0 GENERAL NOTES, LEGENDS, AND
ABBREVIATIONS
KITCHEN
46 K-101 FLOOR PLAN
47 K-201 EQUIPMENT SCHEDULE
48 K-301 ELECTRICAL PLAN
49 K-401 PLUMBING DRAIN PLAN
50 K-402 PLUMBING PLAN
51 K-501 BUILDING FLOOR CONDITIONS PLAN
52 K-601 ELEVATIONS AND SECTIONS
53 K-701 GENERAL DETAILS
45 GRN.1 GREEN BUILDING REQUIREMENTS
20 I1.00 IRRIGATION PLAN
21 I1.01 IRRIGATION LEGEND
22 I1.02 IRRIGATION DETAILS
23 I1.03 IRRIGATION DETAILS
10 CD-1.0 SITE DEMOLITION PLAN
CIVIL
2 2
AUDIO VISUAL
97 AV1.00 J-BOX LOCATIONS
98 AV1.01 AV RCP
99 AV2.00 INTERIOR ELEV. DETAIL
100 AV3.00 PROJECTOR RIGGING DETAIL
101 AV3.01 AV SINGLE LINE DIAGRAM
2 2
2 REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
PUBLIC WORKS STANDARD NOTES : CONTINUED
UTILITIES:
23. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO
UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 AT
LEAST 72 HOURS BEFORE PERFORMING ANY DIGGING.
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES
THAT A DIGALERT IDENTIFICATION NUMBER BE ISSUED
BEFORE A “PERMIT TO EXCAVATE” WILL BE VALID. THE
CONTRACTOR SHALL PROVIDE THE DIGALERT NUMBER TO
THE CITY, AND UPON EXPOSING ANY UNDERGROUND
FACILITY, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THAT UTILITY COMPANY.
24. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND,
SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE
EXTENT THAT SUCH INFORMATION WAS KNOWN, MADE
AVAILABLE TO, OR DISCOVERED BY THE DESIGNER IN
PREPARING THE DRAWINGS. THE LOCATIONS,
CONFIGURATIONS, AND PLAN VIEW ELEVATIONS OF
SUBSURFACE FACILITIES ARE APPROXIMATE AND NOT ALL
UTILITIES AND FACILITIES MAY BE INDICATED.
25. THE CONTRACTOR SHALL DETERMINE THE LOCATIONS,
DEPTH, MATERIAL, CONDITIONS, ROUNDNESS, AND SIZE OF
ALL UTILITIES, AND SUBSTRUCTURES INCLUDING SERVICE
CONNECTIONS AND LATERALS WITHIN THE ALIGNMENT AND
WORK LIMITS OF THE PROPOSED IMPROVEMENTS.
26. THE CONTRACTOR SHALL BEAR THE COST OF REPAIRING OR
REPLACING ANY OF SAID STRUCTURES DAMAGED BY THEM
DURING THE PROSECUTION OF THE WORK. ALL REPAIRS AND
REPLACEMENTS SHALL BE DONE IN THE PRESENCE OF THE
INSPECTOR. ALL LOCATIONS SHOWN ON THE PLANS FOR
UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND
THEIR COMPLETENESS AND CORRECTNESS ARE IN NO WAY
GUARANTEED.
27. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL
COORDINATE WITH THE OWNER OF EACH UTILITY AND
DEFINE THE REQUIREMENTS AND METHODS TO
ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT,
ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED
BY THE PROPOSED WORK. THE CONTRACTOR SHALL
EXERCISE CARE WHEN WORKING NEAR EXISTING UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL DAMAGE, BREAKAGE,
OR LEAKS CAUSED BY THEIR WORK.
28. ALL EXISTING UTILITIES SHALL BE MAINTAINED AND
PROTECTED IN PLACE BY THE CONTRACTOR UNLESS
OTHERWISE NOTED. EXISTING UTILITIES AND/OR NEW
IMPROVEMENTS SHALL BE SUPPORTED AS REQUIRED BY THE
ENGINEER IN ACCORDANCE WITH SSPWC STANDARD PLAN
224-3.
29. ALL FIRE HYDRANTS, WATER CONTROL VALVES, AND
MAINTENANCE HOLES SHALL BE KEPT FREE FROM
OBSTRUCTIONS AND AVAILABLE FOR USE.
30. IT WILL BE THE CONTRACTOR’S RESPONSIBILITY TO ADJUST
TO FINISHED GRADE EXISTING SEWER AND STORM DRAIN
MAINTENANCE MANHOLES AND COVERS AND ALL OTHER
UTILITY BOX AND VALVE COVERS. WHERE APPLICABLE,
CONCRETE COLLARS SHALL BE INSTALLED TO MATCH
FINISHED GRADE WHETHER INDICATED ON THE PLANS OR
NOT.
31. SEPARATION OF SEWER AND WATER FACILITIES SHALL BE IN
CONFORMANCE WITH THE LATEST EDITION OF THE STATE OF
CALIFORNIA DEPT OF HEALTH SERVICES.
32. SEWER LATERALS SHALL BE CONNECTED TO THE SEWER
MAIN WITH WYES.
33. SEWER LINES SHALL BE TESTED PRIOR TO MAKING
PERMANENT SERVICE CONNECTIONS.
34. IN ADDITION TO ITEMS LISTED IN THESE PLANS, THE
CONTRACTOR SHALL FURNISH ALL NECESSARY ADAPTORS,
COUPLINGS, BOLTS, GASKETS, CAULKING MATERIALS, AND
REPAVING MATERIALS AS REQUIRED TO COMPLETE THE
WORK.
35. PIPES SHALL BE CONSTRUCTED SO AS TO PROVIDE THE
FOLLOWING MINIMUM CLEARANCES TO EXISTING OR OTHER
PROPOSED UNDERGROUND CONDUITS OR STRUCTURES
(UNLESS OTHERWISE NOTED ON PLANS OR IN SPECS):
a. HORIZONTAL: 24-INCHES OUTSIDE DIAMETER TO
OUTSIDE DIAMETER
b. VERTICAL: 12-INCHES OUTSIDE DIAMETER TO OUTSIDE
DIAMETER
36. CONTRACTOR SHALL ADJUST SEWER MAIN ALIGNMENTS AS
REQUIRED TO MAINTAIN MINIMUM CLEARANCE BETWEEN
WATER MAIN AND OTHER EXISTING UTILITIES, VAULTS,
MANHOLES, STRUCTURES, AND SUBSURFACE FACILITIES AT
NO ADDITIONAL COST TO THE CITY. PIPELINE CONSTRUCTION
IN THE VICINITY OF WATER MAINS SHALL, AT A MINIMUM,
CONFORM TO THE LOS ANGELES COUNTY WATERWORKS
DISTRICTS STD. PLAN W-50.
37. ALL CROSSING UTILITIES SHALL HAVE A MINIMUM 12-INCH CLEARANCE UNLESS OTHERWISE NOTED.
38. CONTRACTOR SHALL POTHOLE AND VERIFY DEPTH,
LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND
CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS.
39. LOCATIONS OF EXISTING SEWER, GAS, AND WATER SERVICE LATERALS ARE NOT SHOWN ON THE PLANS. CONTRACTOR
SHALL PROTECT IN PLACE ALL EXISTING SERVICES UNLESS
OTHERWISE NOTED
40. BACKFILL OF TRENCHES SHALL BE DONE IN LIFTS OF NO
MORE THAN 8-INCHES WITH WATER AND APPROPRIATE
COMPACTION TOOLS USED BETWEEN EACH LIFT. ONE SACK
SLURRY MIX CAN BE USED IN PLACE OF NATIVE SOIL. AFTER
BACKFILLING THE TRENCH, A TEMPORARY ASPHALT PATCH
SHALL BE PLACED OVER THE TRENCH AND REMAIN FOR NO
MORE THAN TWO WEEKS. THE FINAL PATCH SHALL BE A
MINIMUM OF 5” THICK OR 1” THICKER THAN THE EXISTING
PAVEMENT. THE CONTRACTOR SHALL FOLLOW THE LATEST
HERMOSA BEACH PUBLIC WORKS STANDARD DETAILS 115 –
117.
41. THE FINAL PATCH ON ASPHALT STREETS SHALL BE PER THE
LATEST HERMOSA BEACH PUBLIC WORKS STANDARD PLANS
115 AND 116.
42. THE FINAL PATCH ON CONCRETE STREETS SHALL BE PER
THE LATEST HERMOSA BEACH PUBLIC WORKS STANDARD
PLAN 115.
TRAFFIC CONTROL:
43. THE CONTRACTOR MAY PROHIBIT PARKING WITHIN THE
CONSTRUCTION LIMITS AND AS NECESSARY TO COMPLETE
THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER.
ACCESS TO ALL RESIDENCES AND BUSINESSES SHALL BE
MAINTAINED AT ALL TIMES. IT IS THE CONTRACTOR’S
RESPONSIBILITY TO POST “NO PARKING” SIGNS WITH
SPECIFIC TIME FRAMES ON CITY-APPROVED SIGNS AT LEAST
72 HOURS PRIOR TO THE COMMENCEMENT OF WORK.
44. TRAFFIC CONTROL DEVICES AND METHODS SHALL CONFORM
TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(CAMUTCD), LATEST REVISION, AND WORK AREA TRAFFIC
CONTROL HANDBOOK (WATCH MANUAL), LATEST EDITION.
45. ALL STREET CLOSURES REQUIRE A TRAFFIC CONTROL PLAN
TO BE REVIEWED AND APPROVED BY THE CITY ENGINEER
PRIOR TO CONSTRUCTION.
SITE CONTROL / SAFETY:
46. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL SOUND
CONTROL AND NOISE LEVEL RULES, REGULATIONS, AND
ORDINANCES WHICH APPLY TO ANY WORK PERFORMED
PURSUANT TO THE CONTRACT.
47. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE
REGULATIONS OF CAL-OSHA.
48. ANY WALLS, FENCES, STRUCTURES, AND/OR
APPURTENANCES ADJACENT TO THIS PROJECT EITHER IN
THE PUBLIC RIGHT-OF-WAY OR ON PRIVATE PROPERTY SHALL
BE PROTECTED IN PLACE, UNLESS OTHERWISE NOTED. IF
THE CONTRACTOR’S ACTIVITIES DAMAGE OR ADVERSELY
AFFECT SAID ITEMS IN ANY WAY, THE CONTRACTOR IS
RESPONSIBLE FOR WORKING OUT AN ACCEPTABLE SOLUTION
TO THE SATISFACTION OF THE AFFECTED PROPERTY
OWNERS AT THE CONTRACTOR’S COST.
49. THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL
PHASES OF THE WORK FOR PROVIDING PUBLIC SAFETY AND
CONVENIENCE.
50. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR THE JOB SITE CONDITIONS, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY, DURING THE
COURSE OF CONSTRUCTION, AND UNTIL THE DATE OF THE
NOTICE OF COMPLETION. THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORKING
HOURS DESCRIBED IN THE PROJECT SPECIFICATIONS.
51. IN THE CASE OF SUSPENSION OF THE WORK FOR ANY CAUSE
WHATSOEVER, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL MATERIALS AND SHALL PROPERLY STORE THEM IF
NECESSARY AND SHALL ERECT TEMPORARY STRUCTURE(S)
WHERE NECESSARY. THE CITY WILL NOT BE HELD
RESPONSIBLE FOR THE CARE OR PROTECTION OF ANY
MATERIAL OR PARTS OF THE WORK PRIOR TO FINAL
ACCEPTANCE, UNLESS OTHERWISE SPECIFIED.
52. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN THEIR OWN
STAGING AREA FOR ALL TOOLS, EQUIPMENT, MATERIAL, AND
PARKING. AT THE END OF EACH DAY, THE CONTRACTOR
SHALL REMOVE ALL MATERIALS, DEBRIS, FOREIGN MATERIAL,
AND EQUIPMENT FROM THE JOB SITE UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
53. THE PUBLIC RIGHT-OF-WAY SHALL NOT BE USED FOR A
STAGING AREA AS DESCRIBED ABOVE UNLESS OTHERWISE
AUTHORIZED BY THE CITY.
54. WATER SHALL BE PROVIDED ON SITE AND USED TO CONTROL DUST DURING CONSTRUCTION OPERATIONS. THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING A HYDRANT
METER FROM CAL WATER (CALL (310) 420-7730) AND PAY FOR
CONSTRUCTION WATER.
55. AS REQUIRED BY THE ENGINEER, THE CONTACTOR SHALL
FURNISH AND OPERATE A SELF-LOADING MOTOR SWEEPER
WITH SPRAY NOZZLES AT LEAST TWICE EACH WORKING DAY
TO KEEP PAVED AREAS ACCEPTABLY CLEAN WHEREVER
CONSTRUCTION, INCLUDING RESTORATION, IS INCOMPLETE.
56. PROPER BARRICADES SHALL BE PLACED AROUND ANY
CONSTRUCTION SITE WITHIN THE PUBLIC RIGHT-OF-WAY.
THESE BARRICADES SHALL COMPLY WITH THE
REQUIREMENTS OF THE WATCH MANUAL.
57. ALL VEHICLES THAT INTRUDE INTO A NORMAL TRAFFIC LANE
MUST HAVE PROPER SIGNAGE AND BARRICADES AS
REQUIRED BY THE WATCH MANUAL.
58. ALL WORK VEHICLES ARE SUBJECT TO ALL APPLICABLE
PARKING RESTRICTIONS.
59. FLAGMEN ARE REQUIRED FOR ANY VEHICLES THAT BLOCK
THE TRAVEL LANE AND REQUIRE TRAFFIC TO USE THE
OPPOSING LANE TO PASS.
SURVEY / LAYOUT:
60. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PROTECTION OF ALL SURVEY MONUMENTS INCLUDING
PROPERTY CORNER MARKERS, UNLESS OTHERWISE NOTED
ON THE PLANS. PRIOR TO COMMENCEMENT OF WORK ALL
SURVEY MONUMENTS IN THE PROJECT AREA SHALL BE
LOCATED AND TIED OUT. THE CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR REPLACING ANY SURVEY MONUMENTS
THAT ARE DISTRIBUTED DURING CONSTRUCTION. PROPERTY
CORNER MARKERS AND SURVEY MONUMENTS DAMAGED BY
CONSTRUCTION ACTIVITIES SHALL BE RE-ESTABLISHED BY A
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF
CALIFORNIA.
61. CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON
THESE PLANS SHALL BE PERFORMED BY A PROFESSIONAL
SURVEYOR LICENSED IN THE STATE OF CALIFORNIA.
62. ALL SURVEY POINTS AND MONUMENTS SHALL BE PROTECTED
IN PLACE OR RESET AND RECORDED IF THEY ARE REMOVED
OR DESTROYED DURING CONSTRUCTION.
LANDSCAPE:
63. TREES AND FOLIAGE (TO DRIP LINE), SIGNS, PARKING
METERS, AND OTHER IMPROVEMENTS SHALL BE PROTECTED
IN PLACE, UNLESS OTHERWISE NOTED, AND ANY DAMAGE TO
EXISTING IMPROVEMENTS SHALL BE REPAIRED OR THE
IMPROVEMENTS REPLACED IN KIND AT THE CONTRACTOR’S
EXPENSE.
64. TREES WITHIN THE PUBLIC RIGHT-OF-WAY MAY NOT BE
REMOVED WITHOUT AUTHORIZATION FROM THE ENGINEER
AND ARE TO BE PROTECTED FROM INJURY OR DAMAGE
DURING CONSTRUCTION.
65. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS
DEPARTMENT PRIOR TO ANY TRIMMING, REMOVING, OR
RELOCATING OF AN EXISTING STREET TREE.
66. FOR ANY TREE REMOVED DURING THE COURSE OF
CONSTRUCTION, THE TREE SHALL BE REPLACED BY TWO IN
KIND IN LOCATIONS DETERMINED BY THE ENGINEER.
67. IF STREET TREES ARE REQUIRED IN THE PARKWAY, NEWLY
INSTALLED TREES SHALL BE INSTALLED PER THE
GREENBOOK TO THE SATISFACTION OF THE INSPECTOR OR
ENGINEER. CONTACT THE PUBLIC WORKS DEPARTMENT FOR
TYPE(S), SIZE(S), AND LOCATION(S) OF TREES.
68. PLANTED AND IRRIGATED PARKWAY(S), IF REQUIRED, SHALL
HAVE MATERIALS AND PLANTS APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
EROSION CONTROL:
69. THE CONTRACTOR SHALL MAINTAIN AND CLEAN, IF
NECESSARY, ALL EXISTING ON-SITE AND ADJACENT STORM
DRAIN INLETS DURING THE COURSE OF CONSTRUCTION AND
UNTIL THE WORK IS FORMALLY ACCEPTED BY THE CITY.
70. ALL DEBRIS AND FOREIGN MATERIAL SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF AT AN APPROVED
DISPOSAL SITE. THE CONTRACTOR SHALL OBTAIN
NECESSARY PERMITS FOR THE TRANSPORTATION OF
MATERIAL TO AND FROM THE SITE. THE REMOVAL AND
DISPOSAL OF DEMOLITION ITEMS (TREES, PAVEMENT, SOIL,
ETC.) SHALL BE AT THE CONTRACTOR’S EXPENSE.
71. THE CONTRACTOR IS ADVISED THAT ALL MATERIAL AND
DEBRIS CREATED BY REMOVAL OPERATIONS SHALL BECOME
THE CONTRACTOR’S PROPERTY AND SHALL BE REMOVED
FROM THE JOB SITE IN A MANNER AND AT A LOCATION
ACCEPTABLE TO ALL AGENCIES AFFECTED BY THE WORK
UNLESS INSTRUCTED BY THE ENGINEER OTHERWISE. THE
CITY SHALL HAVE RIGHT OF FIRST REFUSAL FOR
SALVAGEABLE PARTS, AND IF INSTRUCTED BY THE ENGINEER
THE CONTRACTOR SHALL DELIVER SUCH PARTS TO THE CITY
YARD.
72. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING
CURB DRAINS AND PARKWAY CULVERTS WHETHER
SPECIFIED ON THE PLANS OR NOT. THE CONTRACTOR SHALL
ENSURE DRAINS AND CULVERTS REMAIN FUNCTIONAL AT ALL
TIMES.
73. THE CONTRACTOR SHALL PROVIDE INLET PROTECTION FOR
ALL INLETS DOWNSTREAM OF THE WORK AREA IN
ACCORDANCE WITH CASQA BMP SE-10.
74. PRIOR TO STORM EVENTS SOIL BINDER, STRAW WATTLE, OR
OTHER EROSION CONTROL DEVICES MAY BE APPLIED AND
SECURED TO DISTURBED OPEN AREAS DURING GRADING
OPERATIONS IF DETERMINED NECESSARY BY THE
CONTRACTOR OR ENGINEER.
75. REASONABLE CARE SHALL BE TAKEN WHEN HAULING ANY
EARTH, SAND, GRAVEL, STONE, DEBRIS, OR ANY HAZARDOUS
SUBSTANCE OVER ANY PUBLIC STREET, ALLEY, OR OTHER
PUBLIC PLACE. SHOULD ANY MATERIAL BLOW, SPILL, OR
TRACK OVER AND UPON SAID PUBLIC PLACE OR ADJACENT
PRIVATE PROPERTY, IMMEDIATE CLEAN UP SHALL OCCUR.
76. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION
CONTROL MEASURES AS DIRECTED BY THE ENGINEER TO
CONTROL DRAINAGE WHICH HAS BEEN AFFECTED BY
GRADING AND/OR TRENCHING OPERATIONS.
CONSTRUCTION / MATERIALS:
77. UNLESS OTHERWISE SPECIFICALLY MENTIONED ON THE
PLANS, THE CONTRACTOR SHALL CONSTRUCT ALL
SIDEWALKS, CURB RAMPS, AND STREET CROSSINGS IN
COMPLIANCE WITH ADA STANDARDS AND REQUIREMENTS.
78. ALL FORMS AND COMPACTION SHALL BE INSPECTED PRIOR
TO ANY CONCRETE POUR OR ASPHALT BEING PLACED.
79. ALL EXISTING PAVEMENT TO BE REMOVED SHALL BE SAWCUT OR WHEEL-CUT AND REMOVED TO CLEAN STRAIGHT LINES WITH NO OVERCUT.
80. ALL CONCRETE CURB AND GUTTER FLOW LINES WITH LESS
THAN 1% GRADE SHALL BE WATER TESTED PRIOR TO FINAL
FINISHING TO ENSURE PROPER DRAINAGE WITHOUT
UNACCEPTABLE HIGH OR LOW SPOTS.
81. AT ALL LOCATIONS WHERE NEW PAVEMENT JOINS EXISTING,
THE EXISTING PAVEMENT SHALL BE COATED WITH AN
ASPHALTIC EMULSION.
82. WHERE EXISTING PAVEMENT OR SUBGRADE IS FOUND TO BE
UNSTABLE, THE CONTRACTOR SHALL REMOVE AND REPLACE
A MINIMUM OF 1 FOOT OF SUBGRADE WITH CRUSHED
MISCELLANEOUS BASE (CMB) AND COMPACT TO 95% OF
MAXIMUM DRY DENSITY OBTAINABLE AS MEASURED BY ASTM
D-1557. IF SHALLOW UTILITIES PREVENT REMOVAL OF
SUBGRADE SOIL, A WOVEN GEOFABRIC SHALL BE USED TO
PROVIDE STRENGTH TO THE SUBGRADE.
83. EXPANSION JOINTS PERPENDICULAR TO THE CURB SHALL BE
INSTALLED IN COMBINED CURB AND GUTTER AT THE BCR,
ECR, BC, EC, AND AT LOCATIONS WHERE THE CURB JOINS
EXISTING STRUCTURES. LONGITUDINAL EXPANSION JOINTS
SHALL BE INSTALLED WHERE THE CURB BUTTS AGAINST ANY
EXISTING STRUCTURE.
84. THE EXACT LOCATIONS AND LIMITS FOR THE REMOVAL AND
CONSTRUCTION OF SIDEWALKS AND CURB AND GUTTER
SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.
85. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS,
ALL PAVEMENT, STRIPING, AND STENCILING WITHIN THE
PROJECT AREA SHALL BE RESTORED TO LIKE NEW
CONDITION TO THE SATISFACTION OF THE ENGINEER.
PAVEMENT MARKING MATERIAL FOR TRAFFIC STRIPING ON
PUBLIC ROADS SHALL CONFORM TO SECTIONS 210 AND 214
OF THE LATEST VERSION OF THE GREENBOOK.
86. ALL TRAFFIC MARKING AND STRIPING, UNLESS OTHERWISE
NOTED, SHALL CONFORM TO THE LATEST EDITION OF THE
CAMUTCD, THE GREENBOOK, AND CALTRANS STANDARD
PLANS.
87. AT LEAST 72 HOURS SHALL ELAPSE FROM THE TIME
CONCRETE IS PLACED BEFORE VEHICULAR TRAFFIC IS
PERMITTED TO TRAVEL ON IT, UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
88. ALL UTILITY BOXES SHALL BE ADJUSTED TO THE NEW
FINISHED GRADE. DAMAGED BOXES SHALL BE REPLACED.
KEEP ALL UTILITY BOXES OUT OF DRAINAGE FLOW LINES,
CURB RETURNS, DRIVEWAY APPROACHES, AND CURB RAMPS
UNLESS APPROVED BY THE CITY ENGINEER.
89. ALL FILL SOILS OR SOILS DISTURBED OR OVER-EXCAVATED DURING CONSTRUCTION SHALL BE COMPACTED TO 95%
MAXIMUM DENSITY AS DETERMINED BY ASTM SOIL
COMPACTION TEST D-1557.
90. ALL PORTLAND CEMENT CONCRETE (PCC) AND ASPHALTIC
CONCRETE (AC) SHALL BE REMOVED TO A SAWCUT, COLD
JOINT, OR SCORE MARK. NO FLOATER SLABS LESS THAN THE
MINIMUM INDICATED IN THE LATEST HERMOSA BEACH PUBLIC
WORKS STANDARD PLANS 115 - 117. PCC AND AC REMOVALS
SHALL BE SAWCUT A MINIMUM OF 2 INCHES IN THE
NECESSARY WORK AREA. SAWCUT SLURRY SHALL BE
REMOVED WITH THE VACUUM MACHINE AND DISPOSED OF
PROPERLY. NO SLURRY SHALL BE ALLOWED TO ENTER THE
STORM DRAIN SYSTEM.
91. SHOULD ANY LINEAR OR AREA TRENCH JOINT BE LOCATED
WITHIN 2 FEET (AC PAVEMENT) OR 3 FEET (PCC PAVEMENT)
OF AN EXISTING PAVEMENT PATCH AND/OR CURB AND
GUTTER ALIGNMENT, THE ADJACENT PAVEMENT
SECTION/PATCH SHALL BE REMOVED AND REPAVED ALONG
WITH THE TRENCH PAVEMENT RESTORATION.
92. ALL DAMAGED AND/OR REMOVED DRIVEWAY APPROACH, PCC
SIDEWALK, OR CURB AND GUTTER SHALL BE
RECONSTRUCTED TO GREENBOOK STANDARDS.
93. RAMP ASPHALT AT EXISTING DRIVEWAYS, GUTTERS, ETC.
FOLLOWING MILLING OPERATIONS TO PROVIDE ACCESS IF
PAVING IS NOT SCHEDULED FOR THE SAME DAY.
94. ALL EXCAVATIONS SHALL BE APPROPRIATELY SHORED AND
PLATED OR BACKFILLED AT THE END OF EACH WORKING DAY
AND ROADS OPENED TO VEHICULAR TRAFFIC UNLESS
OTHERWISE APPROVED BY THE CITY ENGINEER. PLATES
SHALL BE TACK WELDED, PINNED, AND/OR SECURED IN
PLACE BY ANOTHER METHOD APPROVED BY THE INSPECTOR
OR ENGINEER.
95. TRAFFIC PLATES ON EXCAVATED AREAS SHALL BE SKID
RESISTANT, WITH MINIMUM COEFFICIENT OF FRICTION
EQUIVALENT TO 0.35 PER CALIFORNIA TEST METHOD 342.
STEEL PLATES BRIDGING SHALL BE STEEL OF MINIMUM A36
GRADE FOR HS20 TRUCK LOADING PER CALTRANS BRIDGE
DESIGN SPECIFICATION MANUAL.
96. TRAFFIC STRIPING, MARKINGS, AND RAISED PAVEMENT
MARKERS DAMAGED DURING CONSTRUCTION SHALL BE
REINSTALLED IN KIND OR AS DIRECTED BY THE ENGINEER
AND NOTED IN THE SPECIAL PROVISIONS. ALL NEW STRIPING
AND MARKINGS SHALL BE THERMOPLASTIC UNLESS
OTHERWISE NOTED AND APPROVED.
TREE PROTECTION REQUIREMENTS
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
12" = 1'-0"
2017
A0.01
PERMIT SET
CONSTRUCTION
DOCUMENTS GENERAL NOTES
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
GENERAL NOTES 02
2 REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
THE CONTRACTOR IS RESPONSIBLE FOR PROTECTIVE MEASURES
FOR THE TREE DURING CONSTRUCTION.
1. FENCE AROUND THE TREE TRUNK (PLASTIC IS OK)
2. INSTALL A THICK LAYER (SIX INCHES DEPTH) OF WOOD CHIP
MULCH TO HELP MITIGATE SOIL COMPACTION WHERE WORK
IS TO OCCUR WITHIN THE TREE DRIPLINE.
3. PLACE PLYWOOD OVER THE MULCH TO DISPERSE LOADS AND
REDUCE COMPACTION.
4. HAND EXCAVTE TRENCHING 1 1/2" DIAMETER ADN LARGER,
WITHIN DRIPLINE, TO PRESERVE ROOTS
5. COMPRESSED AIR EXCAVATION IS ALSO ACCEPTABLE TO
TUNNEL UNDER ROOTS.
6. PRESERVE LARGER ROOTS BY TUNNELING BENEATH THEM.
FIT NEW PIPES UNDER ROOT.
7. STORE SOIL AWAY FROM THE TREE, NOT CLOSE TO THE
TRUNK, DURING EXCAVATION.
8. MONITOR TRENCHING IN ROOT ZONE WITH A PROJECT
ARBORIST OR QUALIFIED CITY REPRESENTATIVE (TO BE
PROVIDED BY THE CITY). Page 361 of 2548
APPLICABLE BUILDING CODE:
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA CODE OF REGULATIONS TITLE 24
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
TOTAL BUILDING OCCUPANCY: 200 PERSONS
OCCUPANCY TYPE: ASSEMBLY A-3
WATER CLOSETS MALE: 1: 1-100 MALE: 1 MALE: 2 MALE: 2 MALE: 1 FEMALE: 3: 51-100 FEMALE: 3 FEMALE: 3 FEMALE: 3 FEMALE: 1
FIXTURE TYPE CALCULATION FIXTURE COUNT FIXTURE COUNT FIXTURE COUNT ADA FIXTURES
REQUIRED EXISTING PROVIDED PROVIDED
1. FIXTURE REQUIREMENTS PER CPC 2019 TABLE 422.1
2. 201 PERSONS ASSUMED 50% GENDER SPLIT. FOR THE PERPOSES OF THIS CALCULATION THERE ARE 100 MALES AND 100 FEMALES.
URINALS 1: 1-100 1 2 2 1
LAVATORIES MALE: 1: 1-200 MALE: 1 MALE: 1 MALE: 2 MALE: 1 FEMALE: 1: 1-100 FEMALE: 1 FEMALE: 2 FEMALE: 3 FEMALE: 2 MAIN BALLROOM 2,951 SF ASSEMBLY (UNCONCENTRATED) 15 NET 196 PERSONS ROOM AREA OCCUPANCY TYPE FLOOR AREA CALC. OCCUPANCY
KITCHEN 467 SF KITCHEN 200 SF GROSS 2 PERSONS
MEN'S RESTROOM 171 SF N/A N/A N/A
WONEN'S RESTROOM 188 SF N/A N/A N/A
STORAGE 1 145 SF ACCESSORY STORAGE 300 SF GROSS 1 PERSON STORAGE 2 199 SF ACCESSORY STORAGE 300 SF GROSS 1 PERSON TOTAL 4,121 SF 200 PERSONS
1. PER TABLE 1004.1.2 CBC 2016
1 1
NOTE: POST OCCUPANCY SIGN @ MAIN EXIT DOOR (SEE PLAN ABOVE) PER CBC SECTION 1004.9
BALLROOM
100
196 SF
STORAGE 1 /
MULTI-PURPOSE
ROOM
105
199 SF
STORAGE 2 /
MULTI-PURPOSE
ROOM
104
180 SF
WOMEN'S
RESTROOM
103
172 SF
MEN'S
RESTROOM
102
467 SF
KITCHEN
101
100 44"
44"
44"
100
ACCESSIBLE PATH OF TRAVEL
LONGEST DIAGONAL DISTANCE
109' - 0"
> 1/2 THE DIAGONAL DISTANCE
54' - 9 1/2"
POSTED OCCUPANCY SIGN
(E) SIDEWALK
(E) PARKING
(E)
ACCESSIBLE
VAN STALL
(E)
ACCESSIBLE
STALL
(E) PARKING
(E) PARKING
(E) CROSSWALK
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
As indicated
2017
A0.10
PERMIT SET
CONSTRUCTION
DOCUMENTS
CODE COMPLIANCE
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
CODE COMPLIANCE
CODE SUMMARY
OCCUPANCY CALCULATIONS PLUMBING FIXTURE REQUIREMENTS
SCALE:
FLOOR PLAN 1/8" = 1'-0"- OCCUPANCY, EGRESS & ACCESS 1
02 EMERGENCY POWER AND LIGHTING NOTES:
1. Any time a building or a portion of a building is occupied, the means of egress serving the occupied portion shall be illuminated at an intensity of not less than 1-footcandle (11 lux) at the walking surface level.”(1008)
2. The power supply for means of egress illumination shall be provided by the premise’s electrical supply. In the event of power supply failure, illumination shall be automatically provided from an emergency system for the following areas:(1008.3) A. Aisles and unenclosed egress stairways in rooms and spaces that require two or more means of egress.
B. Corridors, interior exit stairways and ramps, and exit passageways in buildings required to have two or more exits.
C. Exterior egress components at other than the level of exit discharge until exit discharge is accomplished for buildings required to have two or more exits.
D. Interior exit discharge elements, as permitted in Section 1028.1, in buildings required to have two or more exits.
E. Exterior landings, as required by Section 1010.1.6, for exit discharge doorways in buildings required to have two or more exits.
3. The emergency power system shall also be connected to an emergency electrical system which is to provide continued illumination for a duration of not less than 1-1/2 hr. in case of primary power loss. Continued illumination is to be provided from storage batteries, unit equipment, or an on-site generator and the installation of the emergency power system shall be installed in accordance with Chapter 27. (1008.3.4)
4. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1-footcandle (11 lux) and a minimum at any point of 0.1-footcandle (1 lux) measured along the path of egress at floor level. A maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded.(1008.3.5) NOTES
REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024
03 24-001
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
2017
A0.20
PERMIT SET
CONSTRUCTION
DOCUMENTS
REFERENCEUNDERGROUND
UTILITY PLAN
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
UNDERGROUND UTILITY PLAN
2 REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
NOTES
1. CONTRACTOR SHALL TRENCH, INSTALL HANDHOLES, INSTALL
ACCORDANCE WITH SOUTHERN CALIFORNIA EDISON (SCE) PLANS ON SHEET A0.21 AND SCE TRENCH DETAILS ON SHEET A0.22 FOR INSTALLATION OF NEW ELECTRICAL SERVICE AND CONDUIT FOR FUTURE FIBER OPTIC SERVICE TO CLARK BUILDING.
2. THE CONDUIT FOR FUTURE FIBER OPTIC SERVICE SHALL BE PVC SCHEDULE 80 2" IN DIAMETER; INSTALLED IN THE SAME TRENCH AS THE NEW ELECTRICAL SERVICE FROM CLARK BUILDING TO HANDHOLE H793A; STUBBED OUT, CAPPED AND LEFT IN SUCH A CONDITION THAT THE NEW SERVICE CAN BE READILY CONNECTED IN THE FUTURE. CONDUIT SHALL BE INSTALLED IN ACCORDANCE WITH SCE UTILITY SEPERATION REQUIREMENTS. LENGTH OF NEW FIBER OPTIC CONDUIT MEASURES APPROXIMATELY 350 LF.
3. CONTRACTOR SHALL RESTORE THE TRENCH IN EXISTING GRASS USING NATIVE BACKFILL AND RESTORE THE GRASS.
CONTRACTOR SHALL RESTORE THE TRENCH IN EXISTING ASPHALT CONCRETE IN ACCORDANCE WITH CITY OF HERMOSA BEACH STANDARD DETAIL 117.
4. FOR SCE SERVICE DETAILS, REFER TO SHEET A0.21.
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024
04 24-001
2 CONDUITS (1 FOR ELECTRICAL AND 1 FOR FUTURE USE) , AND PERFORM OTHER RELATED WORK IN
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
2017
A0.21
PERMIT SET
CONSTRUCTION
DOCUMENTS
REFERENCE- SOCAL
EDISON
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
SOCAL EDISON
REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024
05 24-001
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
2017
A0.22
PERMIT SET
CONSTRUCTION
DOCUMENTS
REFERENCE- SOCAL
EDISON
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
SOCAL EDISON
REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024
06 24-001
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
2017
A0.24
PERMIT SET
CONSTRUCTION
DOCUMENTS
REFERENCESIDEWALK PROJECT
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
CURB RAMP DETAIL 07
REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
MATCH EXISTING
MATCH EXISTING DETAIL A
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
2017
A0.25
PERMIT SET
CONSTRUCTION
DOCUMENTS
REFERENCE- LEAD &
ASBESTOS
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
LEAD & ASBESTOS ABATEMENT 08
LEAD AND ASBESTOS ABATEMENT WORK
SEE SHEET A1.10 AND REFER TO PHASE 1 ASSESSMENT REPORT "ASBESTOS AND LEAD SURVEY" PREPARED BY ELLIS ENVIRONMENTAL MANAGEMENT INC. INCLUDED IN SPECIAL PROVISIONS OF THE PROJECT'S SPECIFICATIONS BEGINING WITH PAGE SP-21. ALSO REFER TO SECTIONS 22600, 28333, AND 24119 OF THE PROJECT'S SPECIFICATIONS.
D01 – Remove fireplace flue, brick façade and pad per structural drawings during construction and roof repair • Roofing mastics on this structure contain asbestos. Abatement of any roofing mastics around the brick/fireplace and in the locations of roof repair is required to be performed by a licensed abatement contractor. • Waste generated during non-friable mastic abatement is to be disposed of as asbestos-containing waste material.
D02 – Remove drywall/plaster on ceiling between structural bays • All interior grey, green, yellow, and beige paint on plaster substrate in this structure is lead-based. Any demolition of plaster coated with these paints is required to be performed by a licensed abatement contractor. • All interior white paint on plaster substrate is lead-containing (0.041% lead by weight, just below the 0.06% “lead-based” cutoff point noted in Cal- OSHA’s Title 8 1532.1). Because “demolition” is a listed lead exposure trigger task in Cal-OSHA’s Title 8 1532.1, and even when the coating is below the “lead-based” distinction, the regulation requires that exposure monitoring MUST BE performed to indicate that no lead exposures exist above the Permissible Exposure Limit (PEL) prior to demo activities being performed by non-protected workers/general contractors. Because the exposure monitoring must be performed while the activity is taking place, it is always performed on a trained worker wearing a respirator/appropriate PPE (i.e. we would perform personal air monitoring on an abatement contractor while they performed demolition of plaster coated with white paint).Exposure data collected during that 8-hr monitoring period would then be analyzed to see if the activity produced exposures above or below the PEL to see if the task could be performed by a general contractor, or if it must fall within the abatement contractor’s scope (as they are trained, medically cleared, and respirator protected). • Because other interior paints on original plaster are known to be lead-based (requiring the use of an abatement contractor), and because an abatement contractor would need to perform the demolition on white painted plaster for at least an 8-hr work period, it is highly recommended that any interior plaster demolition be performed by a licensed abatement contractor on this project. This also ensures that the generated debris is drummed and profiled (DTSC, RCRA requirement) and correctly manifested prior to transport. Exposure sampling (what we’ve already performed with the Flame AA analysis on the samples collected from the building), is different than waste profile sampling, which analyzes the entire waste stream of plaster, button board, paint, and its potential leachability in a ladfilll.
D07 – Remove vanity counter and sink
• Any ceramic items (sinks, urinals, toilets, etc) MUST BE set aside for waste profile sampling prior to disposal.
D08 – Remove door and frame
• Original interior door paint, trim paint, and plaster paint in the kitchen, restrooms, auditorium of this building is lead-based. Any removal of these items is required to be performed by a licensed abatement contractor.
D09 – Remove sink
• Any ceramic items (sinks, urinals, toilets, etc) MUST BE set aside for waste profile sampling prior to disposal.
D10 – Remove toilet / urinal
• Any ceramic items (sinks, urinals, toilets, etc) MUST BE set aside for waste profile sampling prior to disposal.
D14 – Remove existing water heater
• Asbestos is present in heater vent pipes and any mastic sealing them through the roof penetration at this building. Removal of the vent pipe and mastic prior to heater demo is required to be performed by a licensed abatement contractor.
D18 – Remove baseboards throughout ballroom
• Baseboard paint in the auditorium/ballroom is lead-based; wall plaster is lead containing. Any removal of these items is required to be performed by a licensed abatement contractor; see also note in D02 above.
D20 – Remove passthrough window and trim
• Original interior door paint, trim paint, and plaster paint in the kitchen, restrooms, auditorium of this building is lead-based. Any removal of these items is required to be performed by a licensed abatement contractor.
D21 – Remove window trim moulding
• Original interior door paint, trim paint, and plaster paint in the kitchen, restrooms, auditorium of this building is lead-based. Any removal of these items is required to be performed by a licensed abatement contractor.
D22 – Kitchen, complete demo
• Original interior door paint, trim paint, and plaster paint in the kitchen, restrooms, auditorium of this building is lead-based. Any removal of these items is required to be performed by a licensed abatement contractor.
D24 – Remove existing built-in stage and side storage cabinets • Original interior door paint, trim paint, and plaster paint in the kitchen, restrooms, auditorium of this building is lead-based. If disturbance is anticipated, any removal of these items is required to be performed by a licensed abatement contractor.
D25 – Remove carpet, clean subfloor debris
• Original 9” x 9” flooring in the buildings is asbestos-containing. It is recommended that the abatement contractor perform exploratory work to ensure no tiles are present under carpet. IF any hidden tiles are discovered during carpet removal, halt activities and turn over to abatement contractor.
2 REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
C-1.0 PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. OF FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: PLANS PREPARED BY: SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 11/06/2023 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE V C A E N G I N E E R S I N C Quality Service Commitment C I V I L S T R U C T U R A L MBE DBE SBE 1041 S. Garfield Avenue, Suite 210 Alhambra, CA 91801 Tel. 323.729.6098 Fax. 323.729.6043 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS GENERAL NOTES LEGENDS AND ABBREVIATIONS 1" = 5' GENERAL NOTES: GENERAL NOTES (cont.): GENERAL NOTES (cont.): SHEET INDEX: LEGENDS: ABBREVIATIONS: VICINITY MAP 0109 101 09
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001 Page 368 of 2548
REMOVAL NOTES: PROTECT-IN-PLACE NOTES: REMOVAL LEGENDS SHEET NOTES: ICV ICV ICV
HOSE BIB
GM
EM
SSMH
WM
PP (E) BLDG
(E) PA LC VALLEY DRIVE
(E) PA
(E) PA
(E) PA
(E) PA
(E) CC
(E) PA
(E) PA P LC VALLEY DRIVE L LP (E) PA (E) PA (E) PA PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. OF FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: PLANS PREPARED BY: SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 11/06/2023 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE V C A E N G I N E E R S I N C Quality Service Commitment C I V I L S T R U C T U R A L MBE DBE SBE 1041 S. Garfield Avenue, Suite 210 Alhambra, CA 91801 Tel. 323.729.6098 Fax. 323.729.6043 CD-1.0 SITE DEMOLITION PLAN SITE DEMOLITION PLAN 1" = 5' 02 09 SITE DEMOLITION PLAN 10 101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
SEE SHEET A0.01
CONSTRUCTION NOTES: LEGENDS: ICV ICV
ICV
HOSE BIB
GM
EM
SSMH
WM P
PP LC (E) BLDG
VALLEY DRIVE
(E) PA(E) PA
(E) PA
(E) PA
(E) PA
(E) PA
(E) PA
(E) CC L LP (E) PA (E) PA SHEET NOTES: C-2.0 PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. OF FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: PLANS PREPARED BY: SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 11/06/2023 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE V C A E N G I N E E R S I N C Quality Service Commitment C I V I L S T R U C T U R A L MBE DBE SBE 1041 S. Garfield Avenue, Suite 210 Alhambra, CA 91801 Tel. 323.729.6098 Fax. 323.729.6043 SITE CONTROL PLAN SITE CONTROL PLAN SITE CONTROL PLAN 1" = 5' 0311 101 09
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
PER DETAIL A ON SHEET A0.24
ICV ICV
ICV
HOSE BIB
GM
EM
SSMH
WM
PP (E) BLDG
(E) PA
(E) PA
(E) PA
(E) PA LC VALLEY DRIVE (E) PA (E) PA
(E) PA
(E) PA
(E) CC
(E) PA PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. OF FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: PLANS PREPARED BY: SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 11/06/2023 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE V C A E N G I N E E R S I N C Quality Service Commitment C I V I L S T R U C T U R A L MBE DBE SBE 1041 S. Garfield Avenue, Suite 210 Alhambra, CA 91801 Tel. 323.729.6098 Fax. 323.729.6043 PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. OF FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: PLANS PREPARED BY: SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 11/06/2023 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE V C A E N G I N E E R S I N C Quality Service Commitment C I V I L S T R U C T U R A L MBE DBE SBE 1041 S. Garfield Avenue, Suite 210 Alhambra, CA 91801 Tel. 323.729.6098 Fax. 323.729.6043 C-3.0 1" = 5' SITE GRADING PLAN SITE GRADING PLAN 04 09 SITE GRADING PLAN ESTIMATED EARTHWORK 12 101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
PER DETAIL A ON SHEET A0.24
PROPOSED STAGING AREA.CONTRACTOR TO RESTORE LANDSCAPEAND REPLACE ANY DAMAGED EXISTINGIMPROVEMENTS AS A RESULT OF STAGING.
8. For Earthwork, and other Sitework, please refer to the Greenbook Section 300.
CONSTRUCTION NOTES: STORM DRAIN: ICV ICV
ICV
HOSE BIB
GM
EM
SSMH
WM P
PP L (E) BLDG
VALLEY DRIVE
(E) PA
(E) PA
(E) PA
(E) PA
(E) PA
(E) PA
(E) CC L (E) PA
(E) PA
(E) PA SANITARY SEWER SHEET NOTES: C-4.0 PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. OF FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: PLANS PREPARED BY: SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 11/06/2023 86 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE V C A E N G I N E E R S I N C Quality Service Commitment C I V I L S T R U C T U R A L MBE DBE SBE 1041 S. Garfield Avenue, Suite 210 Alhambra, CA 91801 Tel. 323.729.6098 Fax. 323.729.6043 SITE UTILITY PLAN SITE UTILITY PLAN SITE UTILITY PLAN 1" = 5' OF 050513 101 0909
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
PVC PIPE WITH SPLITTER TO TWO 4". CONTRACTOR SHALL CONTRACTOR SHALL RESTORE THE TRENCH IN EXISTING GRASS USING NATIVE BACKFILL AND RESTORE THE GRASS. RESTORE THE TRENCH USING NATIVE BACKFILL AND RESTOR THE GRASS
PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. OF FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: PLANS PREPARED BY: SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 11/06/2023 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE V C A E N G I N E E R S I N C Quality Service Commitment C I V I L S T R U C T U R A L MBE DBE SBE 1041 S. Garfield Avenue, Suite 210 Alhambra, CA 91801 Tel. 323.729.6098 Fax. 323.729.6043 C-5.0 JOINT DETAIL 2 LEGENDS: 1 THICKENED EDGE NOTES: CONCRETE PAVEMENT DETAIL MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS 1" = 5' 06 08 NOTES: CONCRETE CURB DETAIL 3 SECTION A-A PLAN SECTION B-B NOTES: 4 PAVEMENT JOINT DETAIL 5 CLEANOUT DETAIL 6 BEDDING DETAIL NOTES: 14 101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001 Page 373 of 2548
PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. OF FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: PLANS PREPARED BY: SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 11/06/2023 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE V C A E N G I N E E R S I N C Quality Service Commitment C I V I L S T R U C T U R A L MBE DBE SBE 1041 S. Garfield Avenue, Suite 210 Alhambra, CA 91801 Tel. 323.729.6098 Fax. 323.729.6043 C-5.1 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS 1" = 5' 07 09 2 HERMOSA BEACH CITY TYPICAL TRENCH DETAIL
1 CURB DRAIN TYPICAL DETAIL STANDARD PLAN 15
101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001 Page 374 of 2548
CONSTRUCTION NOTES: SHEET NOTES:
X X X ICV ICV
ICV
HOSE BIB
GM
EM
SSMH
WM
GRATE PP PP
RIGHT OF WAY LC (E) BLDG
VALLEY DRIVE
(E) PA(E) PA
(E) PA
(E) PA
(E) PA
(E) PA
(E) PA
(E) PA
(E) CC LP PL (E) PA LEGENDS: PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. OF FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: PLANS PREPARED BY: SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 11/06/2023 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE V C A E N G I N E E R S I N C Quality Service Commitment C I V I L S T R U C T U R A L MBE DBE SBE 1041 S. Garfield Avenue, Suite 210 Alhambra, CA 91801 Tel. 323.729.6098 Fax. 323.729.6043 C-6.0 1" = 10' EROSION CONTROL PLAN 08 09 EROSION CONTROL PLAN EROSION CONTROL PLAN 16 101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024
3 9
24-001 Page 375 of 2548
PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. OF FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: PLANS PREPARED BY: SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 11/06/2023 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE V C A E N G I N E E R S I N C Quality Service Commitment C I V I L S T R U C T U R A L MBE DBE SBE 1041 S. Garfield Avenue, Suite 210 Alhambra, CA 91801 Tel. 323.729.6098 Fax. 323.729.6043 C-6.1 EROSION CONTROL DETAILS MISCELLANEOUS DETAILS 1" = 5' 09 09 GENERAL NOTES: 1 GENERAL NOTES NOTES: STREET MAINTENANCE 8 STABILIZED CONSTRUCTION ENTRANCE / EXIT OWNER STATEMENT OF UNDERSTANDING: 9 STATEMENT OF UNDERSTANDING NOTES: 2 MATERIAL STORAGE NOTE: 3 VEHICLE/EQUIPMENT FUELING NOTES: 4 SILT FENCE SECTION B-B 5 GRAVEL BAG DETAIL NOTES: 6 ENTRANCE/OUTLET TIRE WASH 7 EQUIPMENT REPAIR / MAINTENANCE NOTES: 17 101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001 Page 376 of 2548
DN STORAGE 1 / MULTI-PURPOSE ROOM WOMEN'S RESTROOM MEN'S RESTROOM BALLROOM KITCHEN (E) SIDEWALK
(E) BASEBALL FEILD (E) LAWN BOWLING FEILD CLARK BUILDING EXTENT OF PROJECT SCOPE STORAGE 2 / MULTI-PURPOSE ROOM PROPSED APPROXIMATE SEWER LINE LOCATION TO BE ADDED - SEE CIVIL DRAWINGS (E) MAIN SEWER LINE PROPOSED CURB CUT PER SEPERATE CITY PROJECT; SEE A0.24 FOR REFERENCE - NOT PART OF SCOPE- CONTRACTOR TO COORDINATE (N) SEWER LINE - SEE CIVIL IMPROVEMENTS PER "GREENBELT TRAIL PROJECT"- 18 24 1818 LIMIT OF WORK DN STORAGE 1 / MULTI-PURPOSE ROOM WOMEN'S RESTROOM MEN'S RESTROOM BALLROOM KITCHEN (E) SIDEWALK
(E) BASEBALL FEILD (E) LAWN BOWLING FEILD CLARK BUILDING EXTENT OF PROJECT SCOPE STORAGE 2 / MULTI-PURPOSE ROOM PROPSED APPROXIMATE SEWER LINE LOCATION TO BE ADDED - SEE CIVIL DRAWINGS (E) MAIN SEWER LINE PROPOSED CURB CUT PER SEPERATE CITY PROJECT; SEE A0.24 FOR REFERENCE - NOT PART OF SCOPE- CONTRACTOR TO COORDINATE (N) SEWER LINE - SEE CIVIL IMPROVEMENTS PER "GREENBELT TRAIL PROJECT"- 18 24 1818 LIMIT OF WORK SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME PLANTING SCHEDULEMATURE SIZE INSTALL SIZE SPACING WATER USE QTY. DTL. SYMBOL DESCRIPTION SUPPLIER GRAVEL SCHEDULE (G) COLOR DEPTH SIZE QTY.
P:\HRB\HRBT202 HB Clark Bldg and Field\4 DrawingsGraphics\AutoCAD\Sheets\CLARK BUILDING\PLANTING\L1.01 PLANTING PLAN.dwg | RMCKAY |ARCH E1 (30.00 X 42.00 INCHES) | 4/9/2024 0 4' 8' 18" = 1'-0" L1.01 PLANTING PLAN PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 94 FILE NUMBER DATE PLANS PREPARED BY: ARCHITECT NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE YING-YU HUNG, CA #4374 04/08/24 SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 04/08/2024 861 VALLEY DR. HERMOSA BEACH, CA 90254 811 W 7th Street, 8th Floor Los Angeles, California 90017-3419 United States www.swagroup.com +1.213.236.9090 o PLANTING PLAN N AS NOTED 18 101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001 Page 377 of 2548
P:\HRB\HRBT202 HB Clark Bldg and Field\4 DrawingsGraphics\AutoCAD\Sheets\CLARK BUILDING\PLANTING\L1.02 PLANTING NOTES.dwg | TVUDURIS |ARCH E1 (30.00 X 42.00 INCHES) | 4/8/2024 PLANTING NOTES PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 94 FILE NUMBER DATE PLANS PREPARED BY: ARCHITECT NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE YING-YU HUNG, CA #4374 MM/DD/YY SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 11/14/2023 861 VALLEY DR. HERMOSA BEACH, CA 90254 811 W 7th Street, 8th Floor Los Angeles, California 90017-3419 United States www.swagroup.com +1.213.236.9090 o L1.02 PLANTING NOTES 19 101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001 Page 378 of 2548
DN STORAGE 1 / MULTI-PURPOSE ROOM WOMEN'S RESTROOM MEN'S RESTROOM BALLROOM KITCHEN (E) SIDEWALK
(E) BASEBALL FEILD (E) LAWN BOWLING FEILD CLARK BUILDING EXTENT OF PROJECT SCOPE STORAGE 2 / MULTI-PURPOSE ROOM PROPSED APPROXIMATE SEWER LINE LOCATION TO BE ADDED - SEE CIVIL DRAWINGS (E) MAIN SEWER LINE PROPOSED CURB CUT PER SEPERATE CITY PROJECT; SEE A0.24 FOR REFERENCE - NOT PART OF SCOPE- CONTRACTOR TO COORDINATE (N) SEWER LINE - SEE CIVIL IMPROVEMENTS PER "GREENBELT TRAIL PROJECT"- 18 24 1818 LIMIT OF WORK DN STORAGE 1 / MULTI-PURPOSE ROOM WOMEN'S RESTROOM MEN'S RESTROOM BALLROOM KITCHEN (E) SIDEWALK
(E) BASEBALL FEILD (E) LAWN BOWLING FEILD CLARK BUILDING EXTENT OF PROJECT SCOPE STORAGE 2 / MULTI-PURPOSE ROOM PROPSED APPROXIMATE SEWER LINE LOCATION TO BE ADDED - SEE CIVIL DRAWINGS (E) MAIN SEWER LINE PROPOSED CURB CUT PER SEPERATE CITY PROJECT; SEE A0.24 FOR REFERENCE - NOT PART OF SCOPE- CONTRACTOR TO COORDINATE (N) SEWER LINE - SEE CIVIL IMPROVEMENTS PER "GREENBELT TRAIL PROJECT"- 18 24 1818 LIMIT OF WORK F BAT2 1" DT 8.5 0.81 40 1 547 510' TUBING F F 1" 1" 1" 1" 1" 1" 1" 1" 2" 3/4" 3/4" BAT1 1" TB 1.0 1.50 30 2 N/A P:\HRB\HRBT202 HB Clark Bldg and Field\1 Incoming\240408_Sweeney_Revised\L1.0 CLARK BUILDING IRRIGATION PLANS.dwg | KELSEY |ARCH E1 (30.00 X 42.00 INCHES) | 4/8/2024 0 4' 8' 18" = 1'-0" I1.00 IRRIGATION PLAN PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 94 FILE NUMBER DATE PLANS PREPARED BY: ARCHITECT NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE YING-YU HUNG, CA #4374 04/08/24 SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 04/08/2024 861 VALLEY DR. HERMOSA BEACH, CA 90254 811 W 7th Street, 8th Floor Los Angeles, California 90017-3419 United States www.swagroup.com +1.213.236.9090 o IRRIGATION PLAN N AS NOTED I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN CONTRACTOR TO ADJUST SPRINKLER HEADS TO ONLY IRRIGATE THE TURF AREA AND WILL REPAIR AND REPLACE HEADS AS NECESSARY TO MATCH NEW PLANTING LAYOUT. THREE (3) EXISTING REMOTE CONTROL VALVES SHALL BE PROTECTED IN PLACE AND PRESERVED TO SERVE THE EXISTING IRRIGATION SYSTEMS. NEW REMOTE CONTROL VALVES TO UTILIZE BATTERY OPERATED CONTROLLER. 20 101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001 Page 379 of 2548
MODEL NO. / DESCRIPTION IRRIGATION MATERIAL LEGEND SYMBOL MANUFACTURER DETAIL RECYCLED WATER, PURPLE COLOR CODED PVC PIPE 3/4" - 1 1/4" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. RECYCLED WATER, PURPLE COLOR CODED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) DBR/Y-6 DIRECT BURIAL, WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS AS APPROVED AS APPROVED 3MLASCO AS APPROVED RECYCLED WATER, PURPLE COLOR CODED PVC PIPE 1 1/2" SCH. 40, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED EXISTING EXISTING 2" PVC MAINLINE SERVED BY RECYCLED WATER. CONTRACTOR TO CONNECT THE NEW 1 1/2" IRRIGATION MAINLINE TO THE EXISTING 2" ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS.
OPERATING PRESSURE (PSI)ZONE AREA (SFT) VALVE FLOW RATE IN G.P.M. VALVE SIZE IN INCHES CONTROLLER STATION NUMBER HYDROZONE NUMBER SEE CHART IRRIGATION METHOD SEE CHART ZONE PRECIPITATION RATE (IN./HR.) WELD-ON ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE P-68 LOW VOC "PURPLE PRIMER". SOLVENT CEMENT SHALL BE 705 LOW VOC, GRAY COLORED "MEDIUM BODIED" CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. LENGTH OF DRIP TUBING FOR DRIP TUBING ZONES MAINLINE AS SHOWN. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED NO SYMBOL NO SYMBOL NO SYMBOL VALVE CALLOUT LEGEND NUMBER HZ 1 DESCRIPTION OF THE HYDROZONE LOW WATER USE PLANTINGS HYDROZONE DESCRIPTION CHART DESCRIPTION OF THE IRRIGATION DT DRIP TUBING IRRIGATION METHOD DESCRIPTION CHART N/A JJKN/A N/A L WUCOLS L PLANT FACTOR 0.30 DRIP 0.81 LETTERS TYPE IR. EFFICIENCY 12" BELOW FINISHED SOIL GRADE 18" BELOW FINISHED SOIL GRADE 36" BELOW FINISHED GRADE. NO SYMBOL CARSON ALL VALVE BOXES SHALL BE CARSON PROFESSIONAL SERIES PLASTIC TYPE, PURPLE IN COLOR FOR USE WITH RECYCLED WATER. M BAT2 1" DT 3.6 1.01 40 1 344 410' TUBING MODEL NO. / DESCRIPTION IRRIGATION MATERIAL LEGEND SYMBOL MANUFACTURER FLOW RATE PSI RADIUS DETAIL IRRIGATION WATER CONNECTION TO THE EXISTING 2" PVC RECYCLED WATER MAINLINE. LASCO P.O.C. V17101N-SC 1 1/2" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE.PR. RATE F GPH IRRIGATION/ GDFN-R DRIP FLUSH / INDICATOR NOZZLE, PURPLE IN COLOR, INSTALLED ONTO A RAIN BIRD RD-12-S-P-30-NP 12" POP-UP SPRINKLER BODY. THE FLUSH NOZZLE SHALL BE CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. AS APPROVED PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1 1/4" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS. NO SYMBOL NO SYMBOL INSTALL INSIDE A 10" ROUND VALVE BOX. RAIN BIRD 44-NP ACME 1" RECYCLED WATER QUICK COUPLER VALVE WITH LOCKING VINYL COVER AND A ACME QUILL OUTLET. INSTALL WITH A LASCO G13S-218 C,D C,D C,D C,D,J C,E N/A FGI RAIN BIRD XB-10PC 1 GPH, PRESSURE COMPENSATING DRIP EMITTER. EACH SYMBOL REPRESENTS 1.0 GPH (0.1 GPM TOTAL) 30 N/A 0.70 IN./HR. RAIN BIRD TL SERIES 17mm BARBED FITTINGS FOR CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED. TLHCVXR5-CS-12 SUBSURFACE DRIP TUBING (BROWN EXTERIOR COLOR WITH A COPPER OXIDE STRIPE) WITH 0.53 GPH, PRESSURE COMPENSATING BE CONTINUOUS FLUSHING TYPE AND EQUIPPED WITH A CHECK VALVE AND ANTI-SIPHON FEATURE. DRIP TUBING SHALL BE INSTALLED 2" BELOW THE BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY TUBING ROWS, SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS. STRIPE, COPPER OXIDE INFUSED EMITTERS AND A PHYSICAL BARRIER TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP EMITTERS SHALL GPH IRRIGATION PRODUCTS (866) 582-9684. THE LINES SHOWN ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL CONNECTION BETWEEN DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING SCH. 40 PVC SXT FITTINGS, TL BARBED DRIP TUBING FITTINGS AND BLANK DRIP TUBING. USE A SCH. 40 PVCVLATERAL X LATERAL X 1/2" SxSxT TEE (OR A LATERAL X 1/2" SxT 90° ELBOW) FITTING ON THE PVC LATERAL LINE HEADER, A TL050MA BARB X 1/2" MALEVADAPTER, A SHORT LENGTH OF BLANK DRIP TUBING, AND A TLTEE BARBED TEE FITTING. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. NO HEATING OF TUBING SHALL BE ALLOWED FOR ASSEMBLY. NETAFIM NETAFIM NETAFIM C,D RAIN BIRD SUB-SURFACE DRIP TUBING AS DESCRIBED BELOW: 0.53 GPH / EMITTER 30 N/A 0.70 IN./HR. EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH A CONTINUOUS EXTERIOR CUPRON SIX (6) EMITTERS TO PROVIDE A TOTAL OF SIX (6) EMITTERS PER TREE. DRIP EMITTERS SHALL BE PUNCHED INTO THE INLINE DRIP TUBING FOR THE SHRUBS AND GROUND COVER. EMITTERS SHALL BE INSTALLED WITH A XERIMAN TOOL ONLY. EACH EMITTER SHALL BE INSTALLED WITH A PC-DIFFUSER CAP. LOCATE EMITTERS EVENLY OVER THE TOP OF THE TREE ROOT BALL. SWING JOINT. INSTALL INSIDE A 10" ROUND VALVE BOX. 100-PESB-R 1" RECYCLED WATER, PLASTIC DRIP REMOTE CONTROL VALVE (DRCV). INSTALL A PRB-QKCHK PRESSURE REGULATING, 200 MESH BASKET FILTER ON THE DOWNSTREAM SIDE OF THE REMOTE-CONTROL VALVE. INSTALL THE RCV WITH A SCH 80 PVC BALL VALVE ON THE UPSTREAM SIDE OF THE DRIP REMOTE-CONTROL VALVE AND INSIDE A STANDARD RECTANGULAR VALVE BOX. NO SYMBOL RAIN BIRD EACH REMOTE-CONTROL VALVE SHALL BE RETROFITTED WITH A TBOS POTTED LATCHING 9V SOLENOID TO ENABLE USE WITH THE BATTERY N/A OPERATED CONTROLLER. NO SYMBOL K-RAIN BL-KR1 BATTERY POWERED BLUETOOTH CONTROLLER. EACH REMOTE-CONTROL VALVE SHALL BE INSTALL WITH A SINGLE STATION BATTERY OPERATED N/A CONTROLLER. MOUNT BATTERY OPERATED CONTROLLER ONTO THE INTERIOR WALL OF THE VALVE BOX. EXISTING EXISTING REMOTE CONTROL VALVE TO PROTECTED IN PLACE SERVING THE EXISTING LANDSCAPED AREAS, SEE THE NOTES ON THE PLANS. N/A P RAIN BIRD RD-06-S 6" POP-UP BUBBLER HEAD WITH A HUNTER MSBN-25Q STREAM BUBBLER NOZZLE .50 (1.00 TOTAL) 30 1.5 FT EACH SYMBOL REPRESENTS TWO (2) BUBBLER TO PROVIDE A TOTAL OF TWO (2) BUBBLERS THE TREE OR PALM AND ON OPPOSITE SIDES OF TREE OR PALM. ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOIL WITHOUT HITTING THE TRUNK OF THE TREE OR PALM. PER TREE OR PALM. PLACE THE BUBBLER HEADS SIX (6) INCHES FROM THE ROOT BALL OF 1.50 IN./HR. A,B 100-PESB-R-PRS-D PRESSURE REGULATING, RECYCLED WATER PLASTIC REMOTE CONTROL VALVE (RCV), 1" SIZE, SET PRS-D PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD AT THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE (MEASURE PSI AT HEAD). INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. RAIN BIRD H HZ 2 LOW WATER USE TREES L 0.30 TB TREE BUBBLERS BUBBLER 0.81 P:\HRB\HRBT202 HB Clark Bldg and Field\1 Incoming\240408_Sweeney_Revised\L1.0 CLARK BUILDING IRRIGATION PLANS.dwg | KELSEY |ARCH E1 (30.00 X 42.00 INCHES) | 4/8/2024 0 4' 8' 18" = 1'-0" I1.01 IRRIGATION LEGEND PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 94 FILE NUMBER DATE PLANS PREPARED BY: ARCHITECT NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE YING-YU HUNG, CA #4374 04/08/24 SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 04/08/2024 861 VALLEY DR. HERMOSA BEACH, CA 90254 811 W 7th Street, 8th Floor Los Angeles, California 90017-3419 United States www.swagroup.com +1.213.236.9090 o IRRIGATION LEGEND N AS NOTED I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 21 101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001 Page 380 of 2548
P:\HRB\HRBT202 HB Clark Bldg and Field\1 Incoming\240408_Sweeney_Revised\L1.0 CLARK BUILDING IRRIGATION PLANS.dwg | KELSEY |ARCH E1 (30.00 X 42.00 INCHES) | 4/8/2024 I1.02 IRRIGATION DETAILS PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 94 FILE NUMBER DATE PLANS PREPARED BY: ARCHITECT NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE YING-YU HUNG, CA #4374 04/08/24 SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 04/08/2024 861 VALLEY DR. HERMOSA BEACH, CA 90254 811 W 7th Street, 8th Floor Los Angeles, California 90017-3419 United States www.swagroup.com +1.213.236.9090 o IRRIGATION DETAILS AS NOTED I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN C DRIP TUBING CONNECTION SECTION VIEW - N.T.S. INSTALLED FIVE (5) FEET ON CENTER HEADER, PVC LATERAL LINE PIPE, 1 1/4" MINIMUM SIZE, OTHERWISE SHRUBS OR GROUND COVERS, INLINE DRIP TUBING WITH INTERNAL DRIP EMITTERS, SEE LEGEND FOR BRAND, MODEL AND PERFORMANCE OR BARBED TEE FITTING 17mm BARBED 90° ELBOW MULCH LAYER, SEE PLANTING PLANS FINISHED GRADE SEE PLANTING PLANS SIZE PER THE DRAWINGS 1/2" MIPT X 17mm BARBED MALE ADAPTER FITTING AMENDED SITE SOIL 12" MINIMUM TEE FITTING, HEADER SIZE BY 1/2" FINISHED GRADE SCH. 40 PVC SLIP X SLIP X 1/2" FIPT DRIP TUBING SUPPLY OR DISCHARGE 2" IN SHRUB BEDS GPH IRRIGATION PRODUCTS 9" PVC COATED WIRE STAKE, #GDTS140900, LENGTH AS REQUIRED BLANK 17mm DRIP TUBING, FITTING FOR THE CONNECTION. FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND ONE ADAPTER NOTE: DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS. FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90° ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION. DRIP TUBING CONNECTION D DRIP TUBING LAYOUT VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER. DRIPLINE AND PVC HEADER CONNECTION BETWEEN PAVING SURROUNDING AND ADJACENT TO PLANTER AREA TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING DRIPLINE TUBING ROWS, SPACING APPROXIMATELY SHOWN ON PLANS EXTENDS TO LIMITS DRIPLINE TUBING PLANS FOR SIZE, 1 1/4" MINIMUM, GRID OF DRIPLINE TUBING, SEE PVC LATERAL LINE TO ADJACENT INSTALL ON DISCHARGE HEADER FLUSH VALVE / INDICATOR HEAD, SHOWN ON PLANS EXTENDS TO LIMITS DRIPLINE TUBING MINIMUM SIZE, 12" BELOW GRADE PVC SUPPLY HEADER, SEE PLANS, 1 1/4" SEE PLANS, 1 1/4" MINIMUM SIZE, PVC DISCHARGE HEADER, FOR INSTALLATION SEE PLANS AND DETAILS DRIP CONTROL VALVE F 1 1/4" MIN. SIZE, 12" BELOW GRADE PVC SUPPLY HEADER, SEE PLANS, 12" BELOW GRADE, 16" IN INSTALLED 12" BELOW GRADE DRIPLINE AND PVC HEADER CONNECTION BETWEEN THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. PLANS FOR SIZE, 1 1/4" MINIMUM, GRID OF DRIPLINE TUBING, SEE PVC LATERAL LINE TO ADJACENT INSTALLED 12" BELOW GRADE END FEED SUPPLY HEADER CENTER FEED SUPPLY HEADER FOR TUBING GRID, PER PLANS ACROSS PLANTED AREAS DRIPLINE TUBING EXTEND TUBING GRID (TYPICAL) PLANTED AREAS FOR DRIPLINE PVC HEADERS EXTEND ACROSS PVC SUPPLY AND DISCHARGE HEADERS SHALL BE INSTALLED AT END RUNS OF TUBING, NO MORE THAN 16" FROM THE EDGE OF THE HARDSCAPE. WHERE A TUBING FROM HARDSCAPE EDGE PROVIDE A PERIMETER ROW OF TUBING AROUND ENTIRE PLANTER 4" 16" 4" 16" 4" INSIDE OF PAVEMENT EDGE 4" DISCHARGE HEADER PVC HEADER 16" OFF OF PAVING PVC HEADER 16" OFF OF PAVING ENTIRE PERIMETER OF PLANTING AREA SHALL HAVE A ROW OF DRIP TUBING INSTALLED 4" OFF OF THE EDGE OF THE HARDSCAPE AS SHOWN ABOVE. 4" PVC PIPE FOR LATERALS, SUPPLY HEADERS AND DISCHARGE HEADERS SHALL BE MINIMUM 1 1/4" SIZE, OR SIZED AS SHOWN ON THE PLANS. END RUN HAS ONLY TWO (2) OR THREE (3) ROWS, A PVC DISCHARGE HEADER IS NOT NEEDED AND THE PERIMETER ROW OF TUBING SHALL BE USED FOR THE DISCHARGE. WHERE FOUR (4) OR MORE TUBING ROWS END RUN, A PVC DISCHARGE HEADER IS REQUIRED. NOTE: NOTE: INSTALL INDICATOR HEAD 10" FROM THE EDGE OF PAVING OR THE PLANTER EDGE. INSTALL ORANGE COLORED INDICATOR NOZZLE ON POP-UP HEAD AND ADJUST TO FULLY CLOSED. SECTION VIEW - N.T.S. INSTALL POP-UP INDICATOR HEAD 1/2" ABOVE FINISHED GRADE IN INSTALL POP-UP INDICATOR HEAD 10" OFF OF PAVEMENT OR THE EDGE OF PLANTED AREA SERVED BY DRIP TUBING 6" 1/2" SHRUB AND GROUND COVER AREAS 12" POP-UP INDICATOR NOZZLE, SEE LEGEND SOIL DISCHARGE HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL DRIP TUBING TO PVC HEADER CONNECTION, SEE CONNECTION DETAIL SCH 40 PVC SST TEE FITTING, 1 1/4" X 1 1/4" X 1/2" LINE PIPE, TYPE AND SIZE DRIP SYSTEM DISCHARGE AS SHOWN ON LEGEND, OR 1 1/4" MINIMUM SIZE HEADER, PVC LATERAL HEAD INLET HAS 1/2" NPT THREADS AND NOZZLE REQUIRED. INDICATOR SEE LEGEND FOR BRAND, MODEL, POP-UP INDICATOR HEAD, 12" HEIGHT, 4" 10" DRIP TUBING ROW, 4" FROM HARDSCAPE AMENDED DRIP TUBING ROW, SEE PLANS 6" JOINT, 1/2" MIPT INLET AND RAIN BIRD MODEL SA-125050 PRE-ASSEMBLED POLY SWING OUTLET AND A 12" LAY LENGTH. E DRIP INDICATOR HEAD B TREE BUBBLER LAYOUT UNDISTURBED SOIL ROOT BALL OF TREE OR PALM AMENDED BACKFILL MIX, SEE PLANTING PLANS DRIP LINE OF CANOPY TREE OR PALM 6" POP-UP STREAM BUBBLER HEAD WITH A 90° ARC PATTERN, THREE (3) STREAM BUBBLER NOZZLE, SEE THE LEGEND FOR ALL 3/4" PVC LATERAL LINE PIPE FROM RCV REQUIRED COMPONENTS. ADJUST THE NOZZLE STREAMS TO WET THE ROOT BALL S 3/4" PVC LATERAL LINE PIPE 3/4" PVC TEE FITTING AND AMENDED SOIL AREA WITHOUT HITTING. 6" THE TRUNK OF THE TREE. SEE POP-UP SPRINKLER DETAIL FOR INSTALLATION. S BUBBLER DISTANCE FROM ROOT BALL, SEE BELOW SECTION VIEW - N.T.S. PLAN VIEW - N.T.S. 12" POP-UP HEAD SWING JOINT CONFIGURATION TWELVE (12) INCH POP-UP SPRINKLER HEAD SIX (6) INCH POP-UP SPRINKLER HEAD 12" LEGEND AND PIPE INSTALLATION DETAIL FINISHED GRADE AT DEPTH SHOWN ON PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON DRAWINGS, INSTALL BELOW 1/2" SIZE WITH FIPT THREADS SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X MANUFACTURER AS SPRINKLER HEAD. 6" POP-UP PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, SAME INSTALL SPRAY HEADS 4" FROM PAVING EDGE IN TURF AREAS. AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALL SPRAY HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER THE LANDSCAPE INSTALL SPRAY HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL SPRAY HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. NOTE: INLET HAS 1/2" NPT THREADS. FINISHED GRADE IN TURF AREAS INSTALL POP-UP SPRAY HEAD FLUSH WITH GRADE IN SHRUB AND GROUND COVER AREAS INSTALL POP-UP SPRAY HEAD 1/2" ABOVE FINISHED UNDISTURBED SOIL MODEL, FEATURES, AND NOZZLES REQUIRED. SPRINKLER POP-UP SPRAY HEAD, 6" - 12" HEIGHT, SEE LEGEND FOR BRAND, 1/2" HEAD CONFIGURATION SHOWN. A POP-UP BUBBLER HEAD PLAN VIEW - N.T.S. SECTION VIEW - N.T.S. INSTALLED ON THE PROJECT. NOTE: PROVIDE ONE (1) 30" LONG STEEL "VALVE KEY" FOR EACH TEN (10) BALL VALVES F BALL VALVE CL BRICK SUPPORTS, FINISHED GRADE IN SHRUB AREAS 2" PVC IRRIGATION MANIFOLD MAINLINE, 6" DIAMETER PVC CL. 160 PIPE, ONE CUBIC FOOT OF 3/4" CRUSHED GRAVEL 6" THREE (3) REQUIRED LENGTH AS REQUIRED, 12" MINIMUM SEE LEGEND FOR SPECIFICATION SOLVENT WELD PVC CONNECTIONS 2" LASCO "SLO-CLOSE" SCH. 80 PVC, TRU-UNION BALL VALVE, WITH HDPE BUTT FUSED CONNECTIONS. 2" SIZE PER MANIFOLD MAINLINE FINISHED GRADE IN TURF AREAS T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT. PLASTIC 10" ROUND VALVE BOX WITH PURPLE COLORED HEAT BRAND "BV" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. RCW RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 22 101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001 Page 381 of 2548
P:\HRB\HRBT202 HB Clark Bldg and Field\1 Incoming\240408_Sweeney_Revised\L1.0 CLARK BUILDING IRRIGATION PLANS.dwg | KELSEY |ARCH E1 (30.00 X 42.00 INCHES) | 4/8/2024 I1.03 IRRIGATION DETAILS PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 94 FILE NUMBER DATE PLANS PREPARED BY: ARCHITECT NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE YING-YU HUNG, CA #4374 04/08/24 SHEET INFORMATION 2017 PERMIT SET CONSTRUCTION DOCUMENTS 04/08/2024 861 VALLEY DR. HERMOSA BEACH, CA 90254 811 W 7th Street, 8th Floor Los Angeles, California 90017-3419 United States www.swagroup.com +1.213.236.9090 o IRRIGATION DETAILS AS NOTED I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN SECTION VIEW - N.T.S. USE A NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. WHEN USING A 3/4" QUICK COUPLER VALVE, USE A LASCO G13T-212 SWING JOINT WITH A 3/4" BRASS OUTLET FOR CONNECTION TO THE QCV INLET. ALL OTHER PARTS OF SWING JOINT SHALL REMAIN 1" SIZE. NOTE: WHEN QCV IS LOCATED ON A MANIFOLD, USE A SCH. 80 SxT 90° ELBOW IN PLACE OF THE TEE FITTING. SIZE THE ELBOW AS MANIFOLD MAINLINE SIZE X 1" FIPT. G QUICK COUPLER VALVE CL QUICK COUPLING VALVE WITH 1" FIPT INLET FINISHED GRADE IN SHRUB AREAS 3" THREADS, ACME QUILL THREADS, AND A 2" LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH COVER BOTTOM AND ALL SIDES OF VALVE BOX LASCO SNAP-LOK PVC SWING JOINT WITH O-RINGS, A MALE 1" MIPT THREADED LAY LENGTH AND SNAP-LOK COLLAR. PVC INLET, PVC STABILIZER ELBOW, 12" FINISHED GRADE IN TURF AREAS BRICK SUPPORTS, THREE (3) REQUIRED USE #G13S-212 WITH A 1" MIPT THREAD REBAR STAKES, #3 X 24" LONG, SCH. 80 PVC SST MAINLINE TEE FITTING, MAINLINE SIZE X 1" FIPT FOR CONNECTION TO THE SWING JOINT TWO (2) REQUIRED BRASS OUTLET. COLORED T-COVER AND CAPTIVE STAINLESS PLASTIC 10" ROUND VALVE BOX WITH PURPLE STEEL BOLT ANDLOCK-KIT. HEAT BRAND "QCV" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. LOCKING, PURPLE COLOR CODED CAP PER ASSEMBLY FIPT, SIZE PER RCV, ONE (1) SCH 80 PVC UNION, SLIP X LENGTH AS REQUIRED PVC MAINLINE PIPE RISER*, PVC MAINLINE PIPE* SCH. 80 PVC 90° ELL FITTING* * ABOVE INDICATES SIZE PER RCV 2" X RCV (ELL) SIZE AS 2" X RCV X RCV (TEE) OR FITTING ON MANIFOLD MAINLINE, SCH. 80 PVC TEE OR 90° ELL CHRISTY'S MODEL ID-STD-P1 ID VALVE NUMBER ID TAG, WIRE CONNECTORS 3M DBR/Y-6 WATERPROOF 24" WIRE LOOPS AND BLACK ELECTRICAL TAPE TAPE WIRES TO RISER USING PVC PIPE, BOTTOM AND SIDES OF VALVE BOX LANDSCAPE FABRIC TO COVER THE VALVE, SEE LEGEND FOR TYPE ELECTRIC REMOTE CONTROL 2" MIN. FINISHED GRADE IN TURF AREAS PLASTIC, INLINE BASKET STRAINER WITH PRESSURE REGULATION PER LEGEND AS LATERAL CP MIN. PLANS, TYPE LINE, SIZE PER FOUR (4) REQUIRED BRICK SUPPORTS, 4" MINIMUM DEPTH 3/4" CRUSHED GRAVEL, 2" FINISHED GRADE IN SHRUB AREAS 2" USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. NOTE: SIZE PER RCV, ONE (1) PER ASSEMBLY LASCO #896 PVC UNION, SLIP X MIPT, SECTION VIEW - N.T.S. I DRIP VALVE ASSEMBLY SECTION VIEW - N.T.S. SIZES 3" AND 4" SIZES 3/4" TO 2 1/2" PIPE SIZES A FINISH SOIL GRADE A B C D D D D D IRRIGATION NON-PRESSURE LATERAL LINE IRRIGATION PRESSURE MAINLINE LOW VOLTAGE CONTROL WIRES, IN CONDUIT IF SPECIFIED ON LEGEND UNDISTURBED SITE SOIL CLEAN, COMPACTED BACKFILL SOIL, CLEAN SOIL PIPE BEDDING, SEE CHART SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART 12" 18" B18" 24" C18" 24" D4" 4" SIZES 6" AND LARGER 30" 24" 6" SEE SPECIFICATIONS CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. NOTE: J PIPE INSTALLATION SECTION VIEW - N.T.S. UNDER PEDESTRIAN PAVING PIPE SIZES A PAVING, SEE SITE PLANS A B C D D D D D IRRIGATION LATERAL LINE IN SLEEVE IRRIGATION MAINLINE IN SLEEVE LOW VOLTAGE CONTROL WIRES, OR CONDUIT, IN SLEEVE UNDISTURBED SITE SOIL SAND BACKFILL COMPACTED TO CLEAN SOIL PIPE BEDDING, SEE CHART SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART 12" B24" C24" D4" UNDER VEHICULAR PAVING 36" 36" 6" EQUAL DENSITY OF EXISTING SOIL OR PAVING BASE MATERIAL 24" SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHEN SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER. USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE. CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. NOTE: K SLEEVE INSTALLATION RCW RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 AND CONTROL STATION # ONTO LID. INSTALL A CHRISTYS MODEL AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT PLASTIC RECTANGULAR VALVE BOX WITH PURPLE COLORED T-COVER RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. H REMOTE CONTROL VALVE USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. 2" 2" MIN. FINISHED GRADE IN SHRUB AREAS 2" BRICK SUPPORTS, FOUR (4) REQUIRED LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, MIN. P C PVC MAINLINE PIPE RISER*, LENGTH AS REQUIRED 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH SCH. 80 PVC 90° ELL FITTING* LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL VALVE, SEE LEGEND FOR TYPE TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE FINISHED GRADE IN TURF AREAS LATERAL LINE, SIZE PER PLANS, TYPE PVC PIPE, AS 24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS PVC MAINLINE PIPE* SCH. 80 PVC TEE OR 90° ELL FITTING ON MANIFOLD MAINLINE, IDRCW RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-P1 NOTE: PER LEGEND TWO (2) PER ASSEMBLY SIZE AS 2" X RCV X RCV (TEE) OR 2" X RCV (ELL) * ABOVE INDICATES SIZE PER RCV SECTION VIEW - N.T.S. PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. INSTALL A CHRISTYS MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. 12" 12" 12" REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT. 5. BOX LOCATIONS SHALL BE STAKED IN THE FIELD PRIOR TO MAINLINE INSTALLATION FOR QCV BOX, TYPICAL 18"12" BE INSTALLED IN TURF AREAS WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. NOTE: VALVE BOXES SHALL BE INSTALLED IN SHRUB AND GROUND COVER AREAS. NO VALVES SHALL ALIGN BOX EDGES BALL VALVE BOX, TYPICAL VALVE BOX, TYPICAL EDGE OF TURF, WALKWAY, DRIVEWAY OR PAVING 18" COLLAPSE AND / OR DEFORMATION OF VALVE BOXES. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT THE EVER POSSIBLE, VALVES IN TURF AREAS TO BE APPROVED BY LANDSCAPE ARCHITECT. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER OR SHRUB AREAS WHERE FACILITATE SERVICING OF THE VALVE OR EQUIPMENT. 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR DRIP ASSEMBLY TO 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT PAVING EDGE. NOTE: PLAN VIEW - N.T.S. QCV RCV A13 RCV A15 RCV A14 BV M VALVE BOX LAYOUT SECTION VIEW - N.T.S. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. WIRE CONNECTOR SHALL BE A 3M DBR/Y-6 DIRECT BURY SPLICE KIT (U.L. APPROVED). NOTE: INSERTED INTO TUBE UNTIL THE SCOTCHLOK CONNECTOR AND WIRES CONNECTOR PASSES LOCK TABS WATERPROOF GEL POLY TUBE PRE-FILLED WITH ONCE CONNECTOR IS INSERTED LOCK TABS PREVENT WIRE REMOVAL SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION CONNECTOR ONTO WIRES TO INTO THE CONNECTIOR. TWIST SEAT FIRMLY. IS INSERTED INTO TUBE WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE LOW VOLTAGE WIRES, 3 MAXIMUM DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. L WIRE CONNECTOR 23 101
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001 Page 382 of 2548
196 SF
STORAGE 1 /
MULTI-PURPOSE
ROOM
105
180 SF
WOMEN'S
RESTROOM
103
172 SF
MEN'S
RESTROOM
102
3,366 SF
BALLROOM
100
467 SF
KITCHEN
101
W
S
S
(E) SIDEWALK
VALLEY DRIVE
(E) PARKING
(E)
ACCESSIBLE
VAN STALL
(E)
ACCESSIBLE
STALL
(E) PARKING
(E) PARKING
(E) BASEBALL
FEILD
(E) LAWN BOWLING FEILD
CLARK BUILDING
BUILDING TOTAL = 5,119 SF
EXTENT OF PROJECT SCOPE
199 SF
STORAGE 2 /
MULTI-PURPOSE
ROOM
104
N
OLD SEWER LINE
CONECT TO THE EXISTING
SEWER LINE
(E) MAIN SEWER LINE
PROPOSED CURB CUT PER SEPERATE
CITY PROJECT; SEE A0.24 FOR
REFERENCE - NOT PART OF SCOPE32' - 0" CONTRACTOR TO COORDINATE PP
VARIES
APPROX. 10' - 7"
(E) SEWER LINE
(E) ELECTRICAL PANEL
(E) ELECTRICAL METER LOCATION
P
L
FACE OF BUILDING TO PL
49' - 7" V.I.F.
BUILDING ELECTRICAL UPGRADE NOTES:
METER AND SERVICE CHANGE TO BE INCLUDED IN THIS PROJECT. SEE FINAL DESIGN BY SOUTHERN CALIFORNIA EDISON PROVIDED A0.21-A0.22
CONTRACTOR INSTRUCTIONS PER SOCAL EDISION
1. CONTRACTOR TO REPLACE EXISITNG CUTOMER OWNED HANDHOLE
W/ SCE APPROVED HANDHOLE
2. CONTRACTOR TO INSTALL ALL UNDERGROUND CONDUIT AND
STRUCTURES
3. CONTRACTOR TO GET SCE INSPECTION ON CONDUIT /
STRUCTURES (SCE INSPECTOR- RON WHITTAKER)
4. CONTRACTOR TO RUN A MANDREL THROUGH THE CONDUITS (SCE
INSPECTOR TO OBSERVE)
5. CONTRACTOR TO REPLACE PANEL
6. CONTRACTOR TO GET CITY INSPECTION ON PANEL AND HAVE CITY
RELEASE IT TO SCE
(E) GUTTER
(E) CROSSWALK
NOT A PART OF PROJECT SCOPEIMPROVEMENTS PER "GREENBELT TRAIL PROJECT"- SEE A0.24 FOR REFERENCE
(E) CLEAN OUT
18"
24" 18" 18"
FIBER OPTIC NOTES:
FIBER OPTIC CABLE TO BE ADDED AS A PART OF PROJECT SCOPE. SEE A0.20 FOR INFORMATION.
OMIT
(E) CLEAN OUT (E) SEWER LATERAL
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
3/16" = 1'-0"
2017
A1.00
PERMIT SET
CONSTRUCTION
DOCUMENTS
SITE PLAN
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
SITE PLAN
SCALE:
SITE PLAN 3/16" = 1'-0" 1
24 2
2 2 2
REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
A
A
B
B
C
C
D
D
E
E
F
F
5 5
4 4
1 1
3 3
2 2
BALLROOM
100
STORAGE 1 /
MULTI-PURPOSE
ROOM
105
KITCHEN
101
STORAGE 2 /
MULTI-PURPOSE
ROOM
104
D02
D03
D13
D14
D04
D04
D05
D05
D06
D06
D06
D07
D08
D08
D08
D08
D08 D08 D08 D08 D08
D08 D09
D10 D10 D10
D11
D12
D11
D15
D16
D08
EXISTING
MEN'S
RESTROOM
EXISTING
WOMEN'S
RESTROOM
4' - 0"
7' - 6 1/2" V.I.F.
D15
N
D15 D19 APPROX. 7' - 4"
APPROX. 35' - 7"
APPROX. 5'
APPROX. 5'
APPROX. 11'
APPROX. 9' APPROX. 5'
APPROX. 9'
APPROX. 4'
APPROX. 9' - 6"
APPROX. 4'
D12
D18
1' - 6" 5' - 0"
D04
D22
D23
D24
D24
D24
APPROX. 78' - 0"
APPROX. 43' - 5" APPROX. 33' - 8 1/2"
APPROX. 13' - 6 1/2"
APPROX. 14' - 2 1/2" 5' - 0"
5' - 0" V.I.F. 2' - 0"
APPROX. 14' - 7"
D17 D17 D17 D20 D17
D21
D21
D21
D21 D21 D21 D21 D21
D16
D21
D15
D12
D12
D25 D01
D26
D27
D15
5' - 0"
5' - 0"
D28
D29
D29
D29
1. PROTECT AND PRESERVE EXISTING TREE AT SOUTHEAST CORNER OF BUILDING DURING CONSTRUCTION.
2. EXISTING LANDSCAPING IN PLANTERS TO BE REMOVED
PER LANDSCAPE PLANS.
3. PRESSURE WASH/ SANDBLAST EXTEROR AND INTERIOR
OF BUILDING TO REMOVE ALL PAINT AND DEBRIS. PATCH
CONCRETE / PLASTER SURFACES TO PROVIDE A
SMOOTH SURFACE BEFORE PAINTING OR APLICATION OF
NEW MATERIAL.
4. PRESSURE WASH RETAINING WALLS @ NORTH AND
SOUTH OF SUBJECT SITE.
5. ALL SURFACES TO BE CLEAR OF DEBRIS AND ANY
SURFACE TO REMAIN TO BE PROTECTED DURING
CONSTRUCTION.
6. PROVIDE HAZARDOUS MATERIAL ABATEMENT AS
NECESSARY PER CALOSHA STANDARDS. SEE A0.25 FOR
LEAD AND ASBESTOS REFERENCE SHEETS OUTLINING
PROBABLE SCOPE OF WORK. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING SCOPE OF WORK.
7. PROTECT IN PLACE CONDUIT AND MOTOR MECHANISMS
FOR UPPER OPERABLE WINDOWS IN BALLROOM AND
KITCHEN.
8. SURFACE MOUNTED CONDUIT AND LIGHT SWITCHES FOR
EXISTING LIGHTING TO BE REMOVED WITH LIGHT
FIXTURES. ALL OTHER SURFACE MOUNTED CONDUIT
AND BOXES TO REMAIN UNLESS NOTED OTHERWISE.
9. EXISTING ELECTRICAL OUTLET BOXES IN BALLROOM TO
REMAIN AND BE BURRIED IN FURRING WALL. IF EXISTING
BOX IS MORE THAN 2" DEEP, THEN NEW BOX WILL NEED
TO BE USED IN FURRING WALL AND OLD BOX WIL NEED
TO BE REMOVED.
10. REMOVE PIPES AND OTHER BURIED PLUMBING AND
UTILITY APPURTENANCES ONLY WHERE EXISTING
CONFLICTS WITH NEW, UNLESS OTHERWISE NOTED.
DEMO NOTES
DEMO LEGEND
STAGE AND STORAGE TO BE REMOVED
CONCRETE SLAB / STRUCTURE TO BE REMOVED
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
As indicated
2017
A1.10
PERMIT SET
CONSTRUCTION
DOCUMENTS
DEMO PLAN
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
DEMO PLAN
SCALE:
EXISTING / DEMO PLAN 3/16" = 1'-0"1
KEYNOTES
D01 REMOVE FIREPLACE, FLUE, BRICK FACADE AND PAD PER
STRUCTURAL DRAWINGS. PROTECT OPENING DURING
CONSTRUCTION AND ROOF REPAIR.
D02 REMOVE DRYWALL / PLASTER ON CEILING BETWEEN
STRUCTURAL BAYS- PROTECT BEAMS / STRUCTURAL BAYS
AND EXISTING FRAMING, LEAVE FRAMING SYSTEM INTACT.
SEE DEMO NOTE 6.
D03 REMOVE INTERIOR LIGHT FIXTURES THROUGHOUT
D04 DEMOLISH PORTION OF CONCRETE WALL- SEE CIVIL
DRAWINGS FOR DETAILS; REFINISH CUT EDGE OF WALL TO
MATCH EXISTING TEXTURE AND PAINT ON BOTH SIDES
D05 REMOVE STALL PARTITIONS
D06 REMOVE PARTITION WALL (OR PORTION OF WALL)
D07 REMOVE VANITY COUNTER AND SINK
D08 REMOVE DOOR AND FRAME
D09 REMOVE SINK
D10 REMOVE TOILET / URINAL
D11 DEMOLISH EXISTING CONCRETE LANDING AND STAIRS PER
CIVIL DRAWINGS.
D12 REMOVE EXISTING HANDRAILS
D13 CLEAN AND EVEN OUT EXISTING WOOD FLOOR SURFACE
FOR NEW SUBFLOORING THROUGHOUT
D14 REMOVE EXISTING WATER HEATER- SEE PLUMBING PLANS
FOR DEATILS AND REPLACEMENT
D15 SEE CIVIL DRAWIGNS FOR FLATWORK DEMOLITION.
D16 REMOVE CARPET- CLEAN SUBFLOOR OF DEBRIS
D17 DEMOLISH PORTION OF CONCRETE WALL @ NEW DOOR
OPENINGS PER STRUCTURAL DRAWINGS
D18 REMOVE BASEBOARDS THROGHOUT BALLROOM
D19 REMOVE EXISTING CURBS, GUTTERS, CONCRETE.
D21 REMOVE WINDOW / DOOR TRIM MOULDING
D22 KITCHEN HAS BEEN PARTIALLY DEMOLISHED BY CITY.
CONTRACTOR TO COMPLETE DEMO AND CLEAR ALL
DEBRIS BEFORE CONSTRUCTION. SEE DEMO NOTE 6.
D23 SLAB ON GRADE IN KITCHEN HAS BEEN PARTIALLY
DEMOLISHED. AREA TO BE CLEARED. SLAB TO BE
PATCHED / REPAIRED DURING CONSTRUCTION PER DETAIL
6|S-1.1
D24 REMOVE EXISTING BUILT-IN STAGE AND SIDE STORAGE
CABINETS
D25 EXISTING SURFACE MOUNTED BOXES FOR SUBPANEL,
WINDOW MOTOR, ETC. TO BE PROTECTED DURING
CONSTRUCTION AND MOVED INTO STORAGE ROOM FOR
DOOR OPENING. SEE KEYNOTE 34 ON PROPOSED PLAN
FOR NEW LOCATION.
D26 BALLROOM WALL PLASTER TO REMAIN- WALLS TO BE
FURRED OUT
D27 SURFACE MOUNTED CONDUIT AND SWITCHES FOR
EXISTING LIGHTING TO BE REMOVED. ALL OTHER CONDUIT
AND BOXES FOR OUTLETS, WINDOWS, ETC., TO REMAIN
AND BE BURRIED IN FURRING WALL.
D28 REMOVE PORTION OF SLAB FOR RESLOPING
D29 REMOVE EXISTING LIGHTED EXIT SIGNS.
25 2
2 REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
EXISTING SUB-BASE TO REMAIN D20 REMOVE PASS THROUGH WINDOW AND TRIM
DN
A
A
B
B
C
C
D
D
E
E
F
F
5 5
4 4
1 1
3 3
2 2
A3.01
1 1 A3.00
A2.11
2 A3.00 2
A3.13
4 5
2 3
A3.13
8 9
7 196 SF 6
STORAGE 1 /
MULTI-PURPOSE
ROOM
105
180 SF
WOMEN'S
RESTROOM
103
172 SF
MEN'S
RESTROOM
102
3,366 SF
BALLROOM
100
105.1 104.1 101.1
105.2
467 SF
KITCHEN
101
0' - 0"
(EXISTING) (EXISTING)
W
S
199 SF
STORAGE 2 /
MULTI-PURPOSE
ROOM
104
A2.11
1 5' - 4"
02 09
11 14
01 01
01 02
03 03
04 09
06 07
07 07
1%-2% SLOPE
PER CIVIL
3 A3.12
2 4
5 14' - 8 1/2" 14' - 9" 14' - 9" 14' - 9"
6' - 7"
6' - 0" MIN. 22' - 2" V.I.F.
44" MIN.
3' - 10"
8' - 4 1/2" 5' - 2 1/2" 10' - 0 1/2" 3' - 6"
10' - 11" V.I.F. 1' - 0"
A3.10
2 1
4 3
A 4 0
F 6 0
A 4 0
A 4 0
A 4 0
A 6 0
F 6 0
2' - 0" 1' - 0"
1' - 0"
1' - 0"
2' - 0" 1' - 0" 1' - 0" 2' - 0"
1' - 0" 2' - 0"
1' - 0"
1' - 0"
1' - 0"1' - 0"
60" MIN.
6' - 7"
1' - 0"
1' - 6"
5' - 0" 17' - 2" V.I.F.
1' - 0"1' - 0"
V.I.F.
1' - 7 1/2" 6' - 6"
102.1
101.2
104.3
100.4
(EXISTING) (EXISTING) (EXISTING) (EXISTING)
3' - 6" GATE
8.3% SLOPE
MAX.
8.3% SLOPE
MAX.
8.3% SLOPE MAX.
8.3% SLOPE
MAX.
8.3% SLOPE
MAX.
N
A2.10
1 A2.10
2 A2.10
3 A2.10
4 100.1
100.2
14 10
7' - 10" V.I.F.
19 20
20 21
LV1
LV3 LV3
TL1
TL1
22 24
RAMP 1
RAMP 2 RAMP 3
18 17
PER EXISTING OPENING
DOOR LOCATION
LV2
15 8
AD.70
EQ. EQ.
16 16
16 16
16 16 16 16 16 16 16 16
16 16
A3.11
3 28
12' - 11" V.I.F.
29 0' - 6" 4' - 0"
GATE
0' - 6"
ALIGN
61' - 3 1/2" 14' - 6" V.I.F. 6' - 6"
5' - 0" 4' - 0"
5' - 0" MIN.
4' - 0"
27 5% SLOPE MAX. DN.
TO MATCH HEIGHT OF NEW
CURB CUT @ SIDEWALK PER
CITY PROJECT
APPROX. 32' TO SIDEWALK
30 32
32 32
32 25
SH1 SH1 SH1 SH1 SH1
SH1
SH2
SH1
SH1
SH2
2' - 11" 12' - 0"
1' - 8"
F 6 0
F 6 0
F 6 0
M 6 0
A 6 0 A 6 0
F 6 0
A 6 0
A 4 0
.
.
22' - 2" 1' - 0"
F 3 0
F 3 0
F 3 0
F 3 0
28 38
38 33
F 3 0
F 3 0
SH1
TL1
13 17
17 39
26 7' - 1" V.I.F.
39 (EXISTING)
12 104.2
(E) CLEAN OUT
41 103.1
A3.13 10
8' - 1" 4' - 5"
4' - 11 1/2"
4' - 5" 8' - 1"
18"
24" 18" 18"
6' - 4 1/2" 2' - 6"
20' - 3"
7' - 0" 7' - 0"
9 AD.70
25 25
25 23
6"
1%-2% SLOPE
PER CIVIL 2% SLOPE MIN.
1%-2% SLOPE
PER CIVIL
1%-2% SLOPE
PER CIVIL
4"
34 31
EXISTING LAWN BOWLING FIELD
5' - 0"
7' - 6" V.I.F.
9' - 5" V.I.F.
07 42
1%-2% SLOPE
PER CIVIL
1%-2% SLOPE
PER CIVIL
1%-2% SLOPE PER CIVIL
1%-2% SLOPE
PER CIVIL
1%-2% SLOPE
PER CIVIL
5' - 0"
40 ALIGN
100.3
5' - 8"
05 05
2' - 0"
2' - 0"
09 2' MIN.
22 22
22 22
22 22
22 22
22 22
22 (E) CLEAN OUT
15' - 0"
08 43
44 1. CONCRETE CONTROLE JOINTS TO BE PLACED APPROX.
EVERY 6' ON WALKWAYS- SEE PLAN FOR JOINT
PLACEMENT @ FRONT ENTRY AND NORTH SIDE DECK.
2. EXTERIOR CONCRETE TO BE TROWL FINISH- MUST MEET
ADA SLIP RESISTANCE REQUIREMENTS FOR FLAT
SURFACES AND RAMPS.
3. FINISH WALLS THROUGHOUT TO HAVE A LEVEL 4 FINISH /
SMOOTH PLASTER. NO ELECTRICAL CONDUIT IS TO BE
EXPOSED.
4. EXISTING ELECTRICAL OUTLETS / BOXES IN BALLROOM
MORE THAN 2" IN DEPTH, TO BE REPLACED W/ 2" BOX
FOR FLUSH FINISH IN NEW FURRING WALL.
5. NEW WALL MOUNTED ELECTRICAL OUTLETS PER
ELECTRICAL SHEETS TO BE INSTALLED AT HEIGHT TO
MATCH EXISTING OUTLETS, UNLESS OUTLET IS ABOVE
COUNTERTOP OR FOR DESIGNATED EQUIPMENT SUCH
AS MOTORIZED SHADES. SEE MANUF. SPECIFICATIONS
FOR EQUIPMENT OUTLET LOCATIONS.
PLAN NOTES
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
1/4" = 1'-0"
2017
A2.00
PERMIT SET
CONSTRUCTION
DOCUMENTS
PROPOSED PLAN
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
PROPOSED PLAN
SCALE:
PROPOSED PLAN 1/4" = 1'-0" 1
KEYNOTES
01 ACCESSIBLE CONCRETE RAMP AND METAL HANDRAIL, SEE
A2.10 AND CIVIL DRAWINGS
02 CONCRETE PAD TO BE PROVIDED FOR AN ACCESSIBLE
TRANSITION @ ENTRY DOOR- 2% SLOPE MAX. FOR
DRAINAGE- SEE CIVIL DRAWINGS FOR DETAILS
03 CONCRETE WALKWAY AND METAL HANDRAIL, SEE A2.10
AND CIVIL DRAWINGS
04 CONCRETE STAIRS AND METAL HANDRAIL, SEE A2.10 AND
CIVIL DRAWINGS
05 CONVERT COMPACTED DIRT TO LANDSCAPED AREA PER
LANDSCAPE PLANS
06 PROVIDE NEW RETAINING WALL, HEIGHT TO MATCH
EXISTING FOR CONTINUOUS SURFACE- INSERT CHAIN LINK
FENCE SECTION ABOVE RETAINING WALL TO MATCH
EXISTING- SEE 1|AD.90 AND CIVIL DRAWINGS
07 NEW CONCRETE SLAB ON GRADE PER CIVIL DRAWINGS
08 CONCRETE LANDING PER SHEET A2.10 AND CIVIL- ALIGN
LANDING W/ ADJACENT WALKING SURFACE FOR
ACCESSIBLE TRANSITION
09 CONCRETE STAIRS AND METAL HANDRAIL, SEE A2.10 AND
CIVIL DRAWINGS
10 POWDER COATED BLACK METAL TRASH ENCLOSURE W/
SWINGING GATES, DESIGN PER DETAIL 8|AD.70
11 WATER HEATER CLOSET- SEE PLUMBING DRAWIGNS FOR
DETAILS
12 ATTIC ACCESS PULL DOWN LADDER- VERIFY EXACT
LOCATION IN FEILD. SEE 7|AD.10 FOR ADDITIONAL
INFORMATION.
13 NEW KITCHEN LAYOUT AND FIXTURES PER ENLARGED
PLAN, A2.11 AND KITCHEN SHEETS
14 NEW RESTROOM LAYOUT AND FIXTURES PER ENLARGED
PLAN, A2.11
15 POWERWASH AND PAINT SOUTH SIDE AND TOP OF
EXISTING WALL, PAINT PG1
16 CONCRETE CONTROL JOINT, TYP.
17 MOVABLE STAGE; SICO 1800 SERIES (2)6'x8', 12" HIGH MAX.
W/ PORTABLE STAIR & ADA RAMP OPTION W/ SKIRT OR
APPROVED EQ.
18 MOTORIZED ROLL DOWN PROJECTION SCREEN AND
PROJECTOR- WHITE; SEE A/V PLANS FOR EQUIPMENT
INFORMATION.
19 EXISTING SEWER LINE, NEW PLUMBING LINE TO CONNECT
OUTSIDE OF BUIDING- SEE PLUMBING PLANS
20 LANDSCAPING IN PLANTERS TO BE REPLACED PER
LANDSCAPE PLANS. NEW IRRIGATION VALVE BOX AND
SPRINKLERS TO BE ADDED PER LANDSCAPE PLANS.
21 PRESERVE EXISTING TREE PER ARBORIST
RECOMMENDATIONS ON SHEET A0.01
22 POWDER COATED BLACK METAL RAILING; SEE 4-7|AD.70
23 POURED CONCRETE PAD / SLAB ON GRADE FOR A/C
ENCLOSURE; SEE STRUCTURAL PLANS FOR DETAILS
24 POWDER COATED BLACK METAL VERTICAL POST A/C
ENCLOSURE W/ SWINGING GATES AND CAGE TOP; GATE
AND CAGE TOP TO HAVE PADLOCKS; INTERIOR WALLS
LINED W/ ACOUSTICAL SOLUTIONS AUDIOSEAL
ABBC-13EXT EXTERIOR SOUND BLANKET 2" BLACK OR
APPROVED EQ.- EXACT INCLOSURE SIZE TO COMPLY WITH
HVAC CLEARANCE REQUIREMENTS. SEE 9|AD.70, 11|AD.70,
2|S-4.1, 6|S-4.1
25 NEW A/C UNITS, SEE MECHANICAL DRAWINGS FOR
DETIALS
26 POSTED OCCUPANCY SIGN
27 FUR OUT WALLS THROUGHOUT BALLROOM, DRYWALL
FINISH FOR A CONSISTANT LEVEL 4 FINISH. ANY
ELECTRICAL CONDUIT CURENTLY SURFACE MOUNTED
SHALL BE BURRIED IN THE FURRED WALL.
28 PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET;
MAXIMIM PROJECTION FROM WALL OF 4"- WHITE
29 PROVIDE NEW CHAIN LINK GATE FOR LAWN BOWLING
ACCESS- GATE TO MATCH EXISTING CHAIN LINK FENCE AT
LAWN BOWLING FIELD. GATE HEIGHT TO MATCH EXISTING
FENCE HEIGHT - SEE 2|AD.90 FOR STANDARD DETAILS
30 EXISTING ROOF DRAIN TO REMAIN- BOTTOM OF DRAIN TO
BE CUT AS NECESSARY TO ACCOMODATE NEW
CONCRETE.
31 CONSTRUCT / REPAIR SLAB ON GRADE PER DETAIL 6|S-1.1
FOR A LEVEL SUBSURFCE FOR FINISH FLOOR. DOWEL
INTO EXISTING SLAB TO CONNECT NEW POUR.
32 TACTILE EGRESS SIGN- SEE 6|ACC.1
33 FURRED WALL- TYPE PER WALL TAG. COVER CONDUIT
AROUND ELECTRICAL PANEL AND UNEVEN WALL
SURFACES WITH EXPOSED MASONRY / PLYWOOD
34 PROPOSED LOCATAION FOR SURFACE MOUNTED BOXES
FOR SUBPANEL AND WINDOW MOTOR MOVED FROM
BALLROOM WALL FOR DOOR OPENING.
38 EXISTING ROOF DRAIN TO REMAIN- SEE CIVIL FOR BOTTOM
CONNECTION.
39 REFINISH CUT EDGE OF WALL TO MATCH EXISTING WALL
TEXTURE AND PAINT ON BOTH SIDES.
40 CONSTRUCT 6" CONCRETE CURB
41 ROOF ACCESS LADDER- O'KEEFFE'S INC. 504 WALL MOUNT,
OR APPROVED EQ.
42 NEW CONCRETE SLAB ON GRADE SLOPED FOR LEVEL
TRANSITION @ GATE.
43 NEW 6" CONCRETE HEADER PER LANDSCAPE PLANS
44 ROOF TO BE REPAIRED AT PREVIOUS CHIMNEY OPENING.
ROOFING PLYWOOD SUBSTRATE TO MATCH THICKNESS
OF EXISTING SUBSTRATE. ROOFING MATERIAL AND
WATERPROOFING PATCH PER MANUFACTURER'S
SPECIFICATIONS TO MATCH EXISTING ROOF TYPE.
LV1 LVT 1, PER MATERIAL SCHEDULE ON SHEET A7.00
LV2 LVT 2, PER MATERIAL SCHEDULE ON SHEET A7.00
LV3 LVT 3, PER MATERIAL SCHEDULE ON SHEET A7.00
SH1 WINDOW / DOOR SHADE 1, PER MATERIAL SCHEDULE ON
SHEET A7.00
SH2 WINDOW / DOOR SHADE 2, PER MATERIAL SCHEDULE ON
SHEET A7.00
TL1 TILE 1, PER MATERIAL SCHEDULE ON SHEET A7.00
26 2
2 2
2 REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
2 CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
A
A
B
B
C
C
D
D
E
E
F
F
5 5
4 4
1 1
3 3
2 2
A3.01
1 1 A3.00
A3.01
2 A3.00 2
196 SF
STORAGE 1 /
MULTI-PURPOSE ROOM
3,366 SF
BALLROOM
180 SF
WOMEN'S RESTROOM
172 SF
MEN'S RESTROOM
467 SF
KITCHEN
4' - 0"
3' - 6"
4' - 0"
199 SF
STORAGE 2 /
MULTI-PURPOSE ROOM
3' - 9"
3' - 6"
3' - 6"3' - 6"
4' - 10" 3' - 6" EQ EQ
EQ EQ
CL
OF SINK
CL
OF SINK
1' - 0"
CL
OF SINK
CL
OF SINK
1' - 0"
EQ EQ
EQ EQ
CL
EQ EQ
EQ EQ EQEQ
C01
C03 C03 C03
C02 C03
C02
L02
L02 L02
L02
L01
L01
C07
L02
L02
L02
L02
L02
L02
C07
L02
L02
L03
L03
L03
L03 L03
L03
CL
OF SINKS
L02
EQ EQ
L04
L04
CL
OF COUNTER
BELOW
L07
L07
L07
L07
L07
L07
L07
L07
CL
OF DOOR
CL
OF DOOR
CL
OF WINDOW
CL
OF BAY
CL
OF BAY
CL
OF BAY
CL
OF BAY
CL
OF BAY
CL
OF DOOR
CL
OF DOOR
CL
OF WINDOW
L05
L05
L06 L06
V.I.F.
6" 6"
10' - 0"
2 1/2" 2 1/2"
L06 L06
C05
C05
C06
C06
TYPICAL BAY
L05
5' - 5"
6' - 3 1/2"
CL
OF COLUMN
CL
OF COLUMN
CL
OF COLUMN
CL
OF COLUMN
2 AD.10
6 AD.10
AP1
AP1
AP1
C04
C08
3' - 7"
1' - 0"
CL
OF SINKS
EQ EQ EQ EQ EQ EQ
EQ EQ
C09
C09
C09 C09
6' - 6" V.I.F.6' - 6" V.I.F.
EQ EQ EQ EQ
EQ EQ
EQ
EQ
EQ
EQ
1' - 7" 1' - 7"
CL
MIRROR
L01
EQ EQ
L05
L05
L06 L06
C05
C05
C06
C06
L05
AP1
AP1
AP1
L05
L05
L06 L06
C05
C05
C06
C06
L05
AP1
AP1
AP1
L05
L05
L06 L06
C05
C05
C06
C06
L05
AP1
AP1
AP1
L05
L05
L06 L06
C05
C05
C06
C06
L05
AP1
AP1
AP1
C10 C10
C10
C10
C10
C11 C11 C11 C11
C11
C11
C12
C13
C14
1. PATCH AND REFINISH BEAMS & CEILINGS THROUGHOUT
W/ LEVEL 4 FINISH / SMOOTH PLASTER. NO ELECTRICAL
CONDUIT IS TO BE EXPOSED ON CEIING. ANY EXISITNG
ELECTRICAL CONDUIT CURENTLY RUNNING ON CEILING
SHALL BE REMOVED / REPLACED.
2. EXISTING EMERGENCY EGRESS SIGNS ABOVE EXIT
DOORS TO BE REPLACED WITH NEW ILLUMINATED
SIGNS- STYLE PER ARCHITECT'S APPROVAL- GREEN
ILLUMINATION
3. BALLROOM, BATHROOM AND STORAGE CEILING TO BE
PAINTED WITH PW1 PER SCHEDULE ON A7.00
4. BALLROOM DROP BEAMS TO BE PAINTED PG5 PER
SCHEDULE ON A7.00
5. KITCHEN CEILING TO BE PAINTED WITH PW2 PER
SCHEDULE ON A7.00
RCP NOTES
RCP LEGEND
SOFFIT- SEE KEYNOTES FOR DETAILS
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
1/4" = 1'-0"
2017
A2.01
PERMIT SET
CONSTRUCTION
DOCUMENTS
PROPOSED
REFLECTED CEILING
PLAN
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
PROPOSED REFLECTED CEILING PLAN
SCALE:
PROPOSED REFLECTED CEILING PLAN 1/4" = 1'-0" 1
KEYNOTES
AP1 ACOUSTIC PANEL 1, PER MATERIAL SCHEDULE ON SHEET
A7.00
C01 PATCH EXISTING DRYWALL CEILING- HT. PER INTERIOR
ELEVATIONS
C02 DRYWALL SOFFIT @ 1'-0" BELOW MAIN CEILING
C03 EXISTING CEILING TO REMAIN, PATCH FOR LIGHTING
UPGRADES
C04 EXISTING STEP IN CEILING TO REMAIN
C05 10'x6" SDS LINEAR SLOT DIFFUSER, WHITE, FREELY
SUSPENDED; OR APPROVED EQ.
C06 10'x2 1/2" SDS LINEAR SLOT DIFFUSER, WHITE, FREELY
SUSPENDED; OR APPROVED EQ.
C07 EXHAUST FAN PER MECH. DRAWINGS- VENTS TO BE
DUCTED TO THE EXTERIOR PER MECHANICAL
C08 ATTIC ACCESS PULL DOWN LADDER- VERIFY EXACT
LOCATION IN FEILD. SEE 7|AD.10 FOR ADDITIONAL
INFORMATION.
C09 EXISTING EXTERIOR LIGHT TO BE REPLACED- SEE
ELECTRICAL PLANS FOR INFORMATION
C10 ADDED EXTERIOR LIGHT PER ELECTRICL PLANS
C11 EXISTING PLASTER BEAM TO BE TROWEL FINISHED TO
MATCH WALL LEVEL 4 SMOOTH FINISH
C12 CEILING MOUNTED PROJECTOR. EXACT LOCATION AND
EQUIPMENT PER A/V PLANS. SEE 8|AD.10 FOR SUPPORT
INFORMATION.
C13 EXISTING 28"x28" ATTIC ACCESS OPENING TO BE INFILLED.
C14 EXISTING CHIMNEY OPENING TO BE INFILLED.
L01 RECESSED 1, PER LIGHTING FIXTURE SCHEDULE ON
SHEET A7.00- SEE ELECTRICAL PLANS FOR DETAILS
L02 RECESSED 2, PER LIGHTING FIXTURE SCHEDULE ON
SHEET A7.00- SEE ELECTRICAL PLANS FOR DETAILS
L03 RECESSED 3, PER LIGHTING FIXTURE SCHEDULE ON
SHEET A7.00- SEE ELECTRICAL PLANS FOR DETAILS
L04 PENDANT 1, PER LIGHTING FIXTURE SCHEDULE ON SHEET
A7.00- SEE ELECTRICAL PLANS FOR DETAILS
L05 PENDANT 2, PER LIGHTING FIXTURE SCHEDULE ON SHEET
A7.00- SEE ELECTRICAL PLANS FOR DETAILS
L06 LINEAR 1, PER LIGHTING FIXTURE SCHEDULE ON SHEET
A7.00- SEE ELECTRICAL PLANS FOR DETAILS
L07 SCONCE 1, PER LIGHTING FIXTURE SCHEDULE ON SHEET
A7.00- SEE ELECTRICAL PLANS FOR DETAILS
27 1
1 1
1 2
REVISIONS
No. DESCRIPTION DATE
1 BID SET 12/14/23
2 REBID SET 3/26/24
2 2
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
8.3%
SLOPE
MAX.
5' - 0" LANDING
RAMP
1' - 7 1/2" V.I.F. 6' - 6" LANDING
1' - 0"
1' - 6"
1' - 0"1' - 0" 5' - 0" LANDING
RAMP
17' - 2" V.I.F.
5' - 0"
5' - 4"
1.5% SLOPE
44" MIN.
3' - 10"
5' - 0" LANDING
6' - 0" LANDING
5' - 0" LANDING
1' - 0" 11" 11" 11" 1' - 0"
1' - 11"
1' - 0" 11" 11" 11"
1' - 11"
1' - 0"
VERIFY RISER HEIGHT
IN FEILD - 7" MAX.
NON-SLIP NOSING IN CONTRASTING COLOR
(BLACK) TO BE APPROVED BY ARCHITECT.
MANUFACTURED BY AMERICAN SAFETY
TREAD CO. TYPE 2103 DN8.3% SLOPE MAX.
CUT EDGE OF WALL TO BE
FINISHED WITH STUCCO TO
MATCH EXISTING WALL
TRASH ENCLOSURE
44" MIN.
-0'-1/4"
-0'-1/4"
1.5% SLOPE
1.5% SLOPE
1.5% SLOPE
1.5% SLOPE
1.5% SLOPE
18" MIN.
1' - 11"
3' - 6" GATE
6' - 0" LANDING
5' - 0" LANDING
1' - 0"1' - 0"
RAMP
4' - 0" V.I.F. 5' - 0" LANDING
5' - 0" LANDING
5' - 0" LANDING
1' - 0"
1' - 0"
RAMP
14' - 6" V.I.F. 6' - 6" LANDING
8.3% SLOPE MAX.
8.3% SLOPE MAX.
1' - 0" 2' - 0" 2' - 0"
2' - 0"
1' - 0" 1' - 0"
1' - 0" 2' - 0"
VERIFY RISER HEIGHT
IN FEILD - 7" MAX.
NON-SLIP NOSING IN CONTRASTING COLOR
(BLACK) TO BE APPROVED BY ARCHITECT.
MANUFACTURED BY AMERICAN SAFETY
TREAD CO. TYPE 2103
4' - 3"
5' - 0"
7' - 0"
1.5% SLOPE 1.5% SLOPE
5' - 0" LANDING
5' - 0" LANDING
4' - 0"
8.3% SLOPE MAX.
1' - 0" 22' - 2" 1' - 0"
6' - 0" LANDING
4' - 0" LANDING
VERIFY RISER HEIGHT
IN FEILD - 7" MAX.
NON-SLIP NOSING IN CONTRASTING
COLOR (BLACK) TO BE APPROVED BY
ARCHITECT. MANUFACTURED BY
AMERICAN SAFETY TREAD CO. TYPE 2103
1' - 0" 1' - 0" 2' - 0" 1' - 0"
2' - 0"
2' - 0" 2' - 0" 1' - 0"
10' - 11"
12' - 11"
1.5% SLOPE
1' - 0" 10' - 11" 1' - 0"
5 A2.10
5 A2.10
5' - 8"
5' - 0"
5' - 0" LANDING
5' - 0" CLR.
2' - 0" 1' - 0" 1' - 0"
VERIFY RISER HEIGHT
IN FEILD - 7" MAX.
NON-SLIP NOSING IN CONTRASTING
COLOR (BLACK) TO BE APPROVED BY
ARCHITECT. MANUFACTURED BY
AMERICAN SAFETY TREAD CO. TYPE 2103
2' - 0" 1' - 0" 1' - 0"
HANDRAIL EXT.
1' - 0" 22' - 2 1/2" RAMP
HANDRAIL EXT.
1' - 0"
CONCRETE SLAB PER
CIVIL- ELEVATIONS PER
CIVIL PLANS
6' - 0" BOTTOM LANDING 5' - 0" TOP LANDING
8.3% SLOPE MAX.
HANDRAIL PER 5, 6, 7 |AD.70
CONCRETE SLAB PER CIVILELEVATIONS PER CIVIL PLANS
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
1/2" = 1'-0"
2017
A2.10
PERMIT SET
CONSTRUCTION
DOCUMENTS
ENLARGED RAMPS &
STAIRS
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
ENLARGED RAMPS & STAIRS
SCALE:
ENLARGED RAMP 1 1/2" = 1'-0" 1
SCALE:
ENLARGED RAMP 2 1/2" = 1'-0" 2
SCALE:
ENLARGED RAMP 3 1/2" = 1'-0" 3
SCALE: ENLARGED STAIR 4 1/2" = 1'-0" 4
28 SCALE:
RAMP 3 SECTION 1/2" = 1'-0" 5
2 REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
A3.13
4 5
2 3
A3.13
8 9
7 6
180 SF
WOMEN'S RESTROOM
172 SF
MEN'S RESTROOM
1' - 7" 2' - 6" 3' - 3" 0' - 10"
15" MIN. 15" MIN. 15" MIN. 15" MIN.
5' - 0"
ø 5' - 0"
2' MIN.
5' - 6"
5' - 4 1/2" MIN.
5' - 0" MIN.
5' - 0"
2' - 0" MIN. 2' - 0" 1' - 0"
15" MIN. 15" MIN. 15" MIN. 15" MIN.
2' - 6" MIN.
15" MIN.
2' - 7 1/2"
7' - 11"
17"-18"
24" 12"
12" 42"
59" CLR.
4' - 0" MIN.
17"-18"
7' - 11"
7' - 4" 0' - 10"
42" 12"
24" 12"
5' - 0" MIN.
2' MIN.
2' MIN.
ø 5' - 0"
2' - 6" 2' - 6"
60" MIN.
R01
R01
R01
R01
R01
R03
R03
R24
R24
EQ EQ
R08
R08
R08
R08
R05
R05
R06
R06
R05
R06
R05
R06
R07
R07
R25
R25
R25
R11 R25
R12
R09
R10
R20
R20
R23
R23
R22
R22
PR1
PR1
R21
R14
R13
R15
R15
R15
R15
R02
R02
R02
R02
R02
R04
R04
PR2
W.H.
32" MIN. CLR. OPENING
34"
32" MIN. CLR. OPENING
34"
26" V.I.F.
26" 26"
24" MAX.
199 SF
STORAGE 2 /
MULTI-PURPOSE ROOM
6' - 6 1/2" 3' - 3" 4' - 6" 15" MIN.
2' - 6" 2' - 6"
4' - 6" 3' - 2 1/2" 1' - 0"
36" MIN. 59" MIN.
2' - 0"
5' - 0"
3' - 8" MIN.
4' - 2 1/2"
5' - 0" MIN.
4' - 2 1/2"
8' - 2"
5' - 0"
3' - 0"
4' - 11 1/2"
2' - 0"
EQ EQ
3' - 8" MIN.
3' - 9 1/2"
R24
12 104.2
104.3
103.1 102.1 100.4
A3.13 10
(EXISTING) (EXISTING) (EXISTING) (EXISTING)
ø 5' - 0"
ø 5' - 0"
KITCHEN
3 A3.12
2 4
5 101.2
101.1
18" MIN.
1' - 8 1/2"
2' - 6" 3' - 8" 3' - 0" 5' - 1" 2' - 3" 3' - 0" 2' - 6" 2' - 11" 4' - 1" 8' - 0" 3' - 0" 2' - 6" 18" MIN.
1' - 8"
K01
K02
K04
K03
K03
K03
K03 K03
K03
K03
K03
K03
CN1
CN1
41 PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
1/2" = 1'-0"
2017
A2.11
PERMIT SET
CONSTRUCTION
DOCUMENTS
ENLARGED
RESTROOMS AND
KITCHEN
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
ENLARGED RESTROOMS AND KITCHEN
SCALE:
ENGLARGED RESTROOM PLAN 1/2" = 1'-0"2
SCALE:
ENLARGED KITCHEN PLAN 1/2" = 1'-0"1
KEYNOTES
12 ATTIC ACCESS PULL DOWN LADDER- VERIFY EXACT
LOCATION IN FEILD. SEE 7|AD.10 FOR ADDITIONAL
INFORMATION.
41 ROOF ACCESS LADDER- O'KEEFFE'S INC. 504 WALL MOUNT,
OR APPROVED EQ.
CN1 COUNTER TOP 1, PER MATERIAL SCHEDULE ON SHEET
A7.00
K01 STONE TOP COUNTER @ 36" HIGH
K02 STONE COUNTERTOP WATERFALL OVER EDGE
K03 30" WIDE x 48" APPROACH TO APPLIANCES, TYPICAL
K04 30" WIDE ADA COMPLIANT WORK SPACE W/ NO BASE
CABINET FOR KNEE & TOE CLEARANCE
PR1 STALL PARTITION, PER MATERIAL SCHEDULE ON SHEET
A7.00
PR2 URINAL PARTITION, PER MATERIAL SCHEDULE ON SHEET
A7.00
R01 WATER CLOSET, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00, ADA COMPLIANT, SEE 2|ACC.3 "ULTRA LOW
FLUSH" TYPE TOILET: MAX 1.28 GAL/FLUSH, 29" DEEP MAX
R02 FLUSH VALVE 1, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- ADA COMPLIANT
R03 URINAL, PER APPLIANCE / FIXTURE SCHEDULE ON SHEET
A7.00, "ULTRA HIGH EFFICIENCY" TYPE URINAL: MAX. 0.125
GAL/FLUSH
R04 FLUSH VALVE 2, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- ADA COMPLIANT
R05 LAVATORY FAUCET, PER APPLIANCE / FIXTURE SCHEDULE
ON SHEET A7.00- ADA COMPLIANT, SEE 7|ACC.1
R06 SOAP DISPENSER, PER APPLIANCE / FIXTURE SCHEDULE
ON SHEET A7.00- ADA COMPLIANT, SEE 7|ACC.1,
R07 HAND DRYER, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- ADA COMPLIANT, SEE 7,8|ACC.1
R08 UNDERMOUNT LAVATORY SINK, PER APPLIANCE / FIXTURE
SCHEDULE ON SHEET A7.00- ADA COMPLIANT, SEE 2|ACC.2
R09 DISPENSER 1, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- SEAT-COVER DISPENSER, SANITARY NAPKIN
DISPOSAL, TOILET TISSUE DISPENSER
R10 DISPENSER 2, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- SEAT-COVER DISPENSER, SANITARY NAPKIN
DISPOSAL, TOILET TISSUE DISPENSER, ADA COMPLIANT
R11 DISPENSER 3, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- SEAT-COVER DISPENSER, TOILET TISSUE
DISPENSER, ADA COMPLIANT
R12 DISPENSER 4, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- SEAT-COVER DISPENSER, TOILET TISSUE
DISPENSER
R13 BABY CHANGING STATION 1, PER APPLIANCE / FIXTURE
SCHEDULE ON SHEET A7.00- ADA COMPLIANT
R14 BABY CHANGING STATION 2, PER APPLIANCE / FIXTURE
SCHEDULE ON SHEET A7.00- ADA COMPLIANT
R15 HOOK, PER APPLIANCE / FIXTURE SCHEDULE ON SHEET
A7.00
R20 FRAMELESS MIRROR; SIZE AND HEIGHT PER INTERIOR
ELEVATIONS
R21 SHELF AND POLE, SEE 6|AD.80
R22 59" x 60" CLEAR SPACE AT WATER CLOSET, AND 48" X 60"
MANEUVERING SPACE IN FRONT OF WATER CLOSET, PER
11B-604.3
R23 30" WIDE x 48" APPROACH TO FIXTURES, TYP.
R24 34" HIGH ADA COMPLIANT COUNTERTOP, MIN 27" KNEE CLR A.F.F.
R25 HANDICAP GRAB BAR, ICC 11B COMPLIANT, SEE 3,5|ACC.2 29 NOTE: SEE KITCHEN CONSULTANT DRAWINGS FOR EQUIPMENT AND LAYOUT DETAILS
GENERAL NOTES
1. FLOOR DRAINS AND OTHER PLUMBING ITEMS NOT SHOWN
FOR CLARITY. SEE PLUMBING SHEETS.
2. SEE 3|AD.80 FOR TRANSITION AT DIFFERENT FLOORING
TYPES FOR RESTROOMS AND KITCHENS.
2 2
REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
(E) BALLROOM FF
5 4 3 2 1
ADJACENT GRADE
(E) LAWN
BOWLING
FIELD
01 01
04 04
35 02
02 AD.70
8 A3.02
1 36 36
15 38 30
101.2
10 1' - 10" V.I.F.
C10 C09 C09
(E) BALLROOM FF
1 2 3 4 5
ADJACENT GRADE
(E) LAWN
BOWLING
FIELD
(E) RETAINING
WALL
02 01 04
35 41
105.2
24 29
40 C10 C10
04 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREP ALL
SURFACES FOR NEW PAINT, INCLUDING STRIPPING OR
SANDING WHEN NECESSARY.
ELEVATION NOTES
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
1/4" = 1'-0"
2017
A3.00
PERMIT SET
CONSTRUCTION
DOCUMENTS
BUILDING
ELEVATIONS
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
BUILDING ELEVATIONS
SCALE:
EAST FRONT ELEVATION 1/4" = 1'-0" 1
SCALE: WEST REAR ELEVATION 1/4" = 1'-0" 2
KEYNOTES
01 ACCESSIBLE CONCRETE RAMP AND METAL HANDRAIL, SEE
A2.10 AND CIVIL DRAWINGS
02 CONCRETE PAD TO BE PROVIDED FOR AN ACCESSIBLE
TRANSITION @ ENTRY DOOR- 2% SLOPE MAX. FOR
DRAINAGE- SEE CIVIL DRAWINGS FOR DETAILS
04 CONCRETE STAIRS AND METAL HANDRAIL, SEE A2.10 AND
CIVIL DRAWINGS
10 POWDER COATED BLACK METAL TRASH ENCLOSURE W/
SWINGING GATES, DESIGN PER DETAIL 8|AD.70
15 POWERWASH AND PAINT SOUTH SIDE AND TOP OF
EXISTING WALL, PAINT PG1
24 POWDER COATED BLACK METAL VERTICAL POST A/C
ENCLOSURE W/ SWINGING GATES AND CAGE TOP; GATE
AND CAGE TOP TO HAVE PADLOCKS; INTERIOR WALLS
LINED W/ ACOUSTICAL SOLUTIONS AUDIOSEAL
ABBC-13EXT EXTERIOR SOUND BLANKET 2" BLACK OR
APPROVED EQ.- EXACT INCLOSURE SIZE TO COMPLY WITH
HVAC CLEARANCE REQUIREMENTS. SEE 9|AD.70, 11|AD.70,
2|S-4.1, 6|S-4.1
29 PROVIDE NEW CHAIN LINK GATE FOR LAWN BOWLING
ACCESS- GATE TO MATCH EXISTING CHAIN LINK FENCE AT
LAWN BOWLING FIELD. GATE HEIGHT TO MATCH EXISTING
FENCE HEIGHT - SEE 2|AD.90 FOR STANDARD DETAILS
30 EXISTING ROOF DRAIN TO REMAIN- BOTTOM OF DRAIN TO
BE CUT AS NECESSARY TO ACCOMODATE NEW
CONCRETE.
35 PRESSURE WASH & PAINT EXTERIOR- FINISHES PER PER
1|A3.02
36 EXISTING SIGNAGE TO REMAIN- STRIP AND RE-POWDER
COAT METAL LETTERING- BLACK TO MATCH HANDRAILS
38 EXISTING ROOF DRAIN TO REMAIN- SEE CIVIL FOR BOTTOM
CONNECTION.
40 CONSTRUCT 6" CONCRETE CURB
41 ROOF ACCESS LADDER- O'KEEFFE'S INC. 504 WALL MOUNT,
OR APPROVED EQ.
C09 EXISTING EXTERIOR LIGHT TO BE REPLACED- SEE
ELECTRICAL PLANS FOR INFORMATION
C10 ADDED EXTERIOR LIGHT PER ELECTRICL PLANS
30 REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
(E) BALLROOM FF
F E D C B A
ADJACENT GRADE 01
01 35
02 30
10 37
24 C10 C09 C09 C10
(E) BALLROOM FF
A B C D E F
ADJACENT GRADE
35 10
AD.70
8 41
24 04
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREP ALL
SURFACES FOR NEW PAINT, INCLUDING STRIPPING OR
SANDING WHEN NECESSARY.
ELEVATION NOTES
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
1/4" = 1'-0"
2017
A3.01
PERMIT SET
CONSTRUCTION
DOCUMENTS
BUILDING
ELEVATIONS
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
BUILDING ELEVATIONS
SCALE:
NORTH ELEVATION 1/4" = 1'-0" 1
SCALE:
SOUTH ELEVATION 1/4" = 1'-0" 2
KEYNOTES
01 ACCESSIBLE CONCRETE RAMP AND METAL HANDRAIL, SEE
A2.10 AND CIVIL DRAWINGS
02 CONCRETE PAD TO BE PROVIDED FOR AN ACCESSIBLE
TRANSITION @ ENTRY DOOR- 2% SLOPE MAX. FOR
DRAINAGE- SEE CIVIL DRAWINGS FOR DETAILS
04 CONCRETE STAIRS AND METAL HANDRAIL, SEE A2.10 AND
CIVIL DRAWINGS
10 POWDER COATED BLACK METAL TRASH ENCLOSURE W/
SWINGING GATES, DESIGN PER DETAIL 8|AD.70
24 POWDER COATED BLACK METAL VERTICAL POST A/C
ENCLOSURE W/ SWINGING GATES AND CAGE TOP; GATE
AND CAGE TOP TO HAVE PADLOCKS; INTERIOR WALLS
LINED W/ ACOUSTICAL SOLUTIONS AUDIOSEAL
ABBC-13EXT EXTERIOR SOUND BLANKET 2" BLACK OR
APPROVED EQ.- EXACT INCLOSURE SIZE TO COMPLY WITH
HVAC CLEARANCE REQUIREMENTS. SEE 9|AD.70, 11|AD.70,
2|S-4.1, 6|S-4.1
30 EXISTING ROOF DRAIN TO REMAIN- BOTTOM OF DRAIN TO
BE CUT AS NECESSARY TO ACCOMODATE NEW
CONCRETE.
35 PRESSURE WASH & PAINT EXTERIOR- FINISHES PER PER
1|A3.02
37 NEW VENT PER MECHANICAL PLANS M2.1- SEE
STRUCTURAL DRAWINGS 1|S-6.1 FOR MORE INFORMATION;
WHITE
41 ROOF ACCESS LADDER- O'KEEFFE'S INC. 504 WALL MOUNT,
OR APPROVED EQ.
C09 EXISTING EXTERIOR LIGHT TO BE REPLACED- SEE
ELECTRICAL PLANS FOR INFORMATION
C10 ADDED EXTERIOR LIGHT PER ELECTRICL PLANS
31 REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
PG4 PG4
PG3
PG2
PG1
PG1
PG1
PG1
PG1
PG1
PG1
PG1 PG4
PG1
PG4
PG1
PG4
PY1
36 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREP ALL
SURFACES FOR NEW PAINT, INCLUDING STRIPPING OR
SANDING WHEN NECESSARY.
ELEVATION NOTES
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
As indicated
2017
A3.02
PERMIT SET
CONSTRUCTION
DOCUMENTS
BUILDING
ELEVATIONS
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
BUILDING ELEVATIONS
KEYNOTES
36 EXISTING SIGNAGE TO REMAIN- STRIP AND RE-POWDER
COAT METAL LETTERING- BLACK TO MATCH HANDRAILS
PG1 PAINT GREEN 1, PER MATERIAL SCHEDULE ON SHEET
A7.00
PG2 PAINT GREEN 2, PER MATERIAL SCHEDULE ON SHEET
A7.00
PG3 PAINT GREEN 3, PER MATERIAL SCHEDULE ON SHEET
A7.00
PG4 PAINT GREEN 4, PER MATERIAL SCHEDULE ON SHEET
A7.00
PY1 PAINT GREY 1, PER MATERIAL SCHEDULE ON SHEET A7.00
SCALE:
TYPICAL ELEVATION FINISHES 1/2" = 1'-0"1
32 REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
LV1
PG5
PG5 18 PG5
AD.10
6 L05
L07 L07
L05 L05
PW1 PW1
PW1
BA1
AD.10
5 27 27
27 PG5 PG5 PW1 PG5 PG5
LV1
101.1 100.4 102.1 104.1
105.1
L05 L05 L05
L07 L07 L07 L07
L06 L06 L06 L06 L06 L06
18 PW1 PW1 PW1
BA1
27 27 27 27
PW1
AD.10
2 AD.10
5 27
PG5 PW1 PG5
SH1 SH1 SH1
SH2 SH2
AD.10
6 L07 L07
L05 L05 L05
PW1 PW1
BA1
T
O
P
S
H
A
D
E
T
O
P
A
S
S
B
E
HIN
D
P
A
NIC
B
A
R
LO
W
E
R
S
H
A
D
E
O
N
D
O
O
R
T
O
P
S
H
A
D
E
T
O
P
A
S
S
B
E
HIN
D
P
A
NIC
B
A
R
LO
W
E
R
S
H
A
D
E
O
N
D
O
O
R
28 T
Y
P. S
W
TI C
H
H
T.
48" M
A
X. A
F. .F.
AD.10
5 TR1 TR1 TR1
27 27 27
SH1 SH1
SH1
SH1 SH1
PG5 PG5 PW1 PG5 PG5
LV1
L07 L07 L07 L07
L05 L05 L05
PW1 PW1 PW1 PW1
18 L06 L06 L06 L06 L06 L06
BA1
AD.10
2 7' - 0"
9' - 10"
11' - 6" V.I.F.
12' - 10" V.I F. .
L06 L06 L06 L06
28 SH2
37 T
O
P
S
H
A
D
E
T
O
P
A
S
S
B
E
HIN
D
P
A
NIC
B
A
R
LO
W
E
R
S
H
A
D
E
O
N
D
O
O
R
AD.10
5 TR1
TR1 TR1 TR1 TR1
27 27 27 27 27
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
3/8" = 1'-0"
2017
A3.10
PERMIT SET
CONSTRUCTION
DOCUMENTS
INTERIOR
ELEVATIONSBALLROOM
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
INTERIOR ELEVATIONS- BALLROOM
SCALE:
BALLROOM WEST 3/8" = 1'-0"4
SCALE:
BALLROOM SOUTH 3/8" = 1'-0"1
SCALE:
BALLROOM EAST 3/8" = 1'-0"3
SCALE:
BALLROOM NORTH 3/8" = 1'-0"2
KEYNOTES
18 MOTORIZED ROLL DOWN PROJECTION SCREEN AND
PROJECTOR- WHITE; SEE A/V PLANS FOR EQUIPMENT
INFORMATION.
27 FUR OUT WALLS THROUGHOUT BALLROOM, DRYWALL
FINISH FOR A CONSISTANT LEVEL 4 FINISH. ANY
ELECTRICAL CONDUIT CURENTLY SURFACE MOUNTED
SHALL BE BURRIED IN THE FURRED WALL.
28 PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET;
MAXIMIM PROJECTION FROM WALL OF 4"- WHITE
37 NEW VENT PER MECHANICAL PLANS M2.1- SEE
STRUCTURAL DRAWINGS 1|S-6.1 FOR MORE INFORMATION;
WHITE
BA1 BASEBOARD BASE 1, PER MATERIAL SCHEDULE ON SHEET
A7.00
L05 PENDANT 2, PER LIGHTING FIXTURE SCHEDULE ON SHEET
A7.00- SEE ELECTRICAL PLANS FOR DETAILS
L06 LINEAR 1, PER LIGHTING FIXTURE SCHEDULE ON SHEET
A7.00- SEE ELECTRICAL PLANS FOR DETAILS
L07 SCONCE 1, PER LIGHTING FIXTURE SCHEDULE ON SHEET
A7.00- SEE ELECTRICAL PLANS FOR DETAILS
LV1 LVT 1, PER MATERIAL SCHEDULE ON SHEET A7.00
PG5 PAINT GREEN 5, PER MATERIAL SCHEDULE ON SHEET
A7.00
PW1 PAINT WHITE 1, PER MATERIAL SCHEDULE ON SHEET A7.00 SH1 WINDOW / DOOR SHADE 1, PER MATERIAL SCHEDULE ON
SHEET A7.00
SH2 WINDOW / DOOR SHADE 2, PER MATERIAL SCHEDULE ON
SHEET A7.00
TR1 TRIM 1, PER MATERIAL SCHEDULE ON SHEET A7.00
33 REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
3' - 0"
1' - 0"
1' - 0"
1' - 0"
1' - 0"
LV1
LV3
LV2
LV2
6"
6" 6" 6"
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
1/2" = 1'-0"
2017
A3.11
PERMIT SET
CONSTRUCTION
DOCUMENTS
INTERIOR FINISHESBALLROOM
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
INTERIOR FINISHES- BALLROOM
SCALE:
3D MODEL VIEW- BAY 2
BALLROOM PERSPECTIVE 1
SCALE:
KEYNOTES
LV1 LVT 1, PER MATERIAL SCHEDULE ON SHEET A7.00
LV2 LVT 2, PER MATERIAL SCHEDULE ON SHEET A7.00
LV3 LVT 3, PER MATERIAL SCHEDULE ON SHEET A7.00
SCALE: FLOOR PATTERN DETAIL 1/2" = 1'-0" - TYP. 3
34 REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
9' - 3" V.I.F.
10' - 1" V.I.F.
PG5 PG5 TL2
BA2 CB1 CB1
101.1
SH1
TL2
PG5
BA2
PW1
CB1
T
Y
P. S
W
TI C
H
H
T.
48" M
A
X. A
F. .F.
L04 L04
10' - 1" V.I.F.
9' - 3" V.I.F.
PG5 PW1
SH1
BA2
101.2
BA2
TR1 TR1
9' - 3" V.I.F.
PW1
PG5
BA2
3 A3.12
2 4
5 KITCHEN
CN1
CN1
TL1
A 6 0
A 6 0
F 6 0
A 6 0
M 6 0
101.1
101.2
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
3/8" = 1'-0"
2017
A3.12
PERMIT SET
CONSTRUCTION
DOCUMENTS
INTERIOR
ELEVATIONSKITCHEN
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
INTERIOR ELEVATIONS- KITCHEN
SCALE:
KITCHEN WEST 3/8" = 1'-0"3
SCALE:
KITCHEN NORTH 3/8" = 1'-0"2
SCALE:
KITCHEN EAST 1 3/8" = 1'-0"4
SCALE:
KITCHEN SOUTH 3/8" = 1'-0"5
KEYNOTES
BA2 BASEBOARD BASE 2, PER MATERIAL SCHEDULE ON SHEET
A7.00
CB1 CABINET FACE 1, CABINET FACE PANEL PER DETAIL 7|K-601 AND PER MATERIAL SCHEDULE ON SHEET A7.00
CN1 COUNTER TOP 1, PER MATERIAL SCHEDULE ON SHEET
A7.00
L04 PENDANT 1, PER LIGHTING FIXTURE SCHEDULE ON SHEET
A7.00- SEE ELECTRICAL PLANS FOR DETAILS
PG5 PAINT GREEN 5, PER MATERIAL SCHEDULE ON SHEET
A7.00
PW1 PAINT WHITE 1, PER MATERIAL SCHEDULE ON SHEET A7.00 SH1 WINDOW / DOOR SHADE 1, PER MATERIAL SCHEDULE ON
SHEET A7.00
TL1 TILE 1, PER MATERIAL SCHEDULE ON SHEET A7.00
TL2 TILE 2, PER MATERIAL SCHEDULE ON SHEET A7.00
TR1 TRIM 1, PER MATERIAL SCHEDULE ON SHEET A7.00
SCALE:
KITCHEN MATERIAL PLAN 3/8" = 1'-0"1
35 REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
A3.13
4 5
2 3
A3.13
8 9
7 6
TL1
TL1
LV1
ø 5' - 0"
ø 5' - 0"
180 SF
WOMEN'S RESTROOM
172 SF
MEN'S RESTROOM
CN1
CN1
CN1
A3.13 10
W.H.
104.2
104.3
103.1 102.1 100.4
(EXISTING) (EXISTING) (EXISTING) (EXISTING)
6' - 8"
36" MIR
R
O
R 10" 34"
R20
R24 R05 R06
TL3 TL2
4 4"
BA3 BA3
0' - 10" 1' - 6" 1' - 0" 1' - 6" 1' - 0" 1' - 6" 0' - 10" 1' - 7" 2' - 6" 2' - 6" 1' - 7"
CL
SINK
CL
SINK
R20 R20
R06 R05
5' - 0" MIN. CLR.
CL
MIRROR
1' - 0"
34"
R24
R01
TL2
R25 R02
PG5
BA3
CN1
CN1
K02 4
4"
2' - 0" 1' - 0"
3' - 0"
1' - 0"
34"
R25
R01 TL2 R01 R01
7"-9" TYP.
4 4"
R02 R02
PG5
BA3
12" 42"
R09
R13
R10
34"
R01
R20
TL2
PG5 PW2
BA3
10" 36" MIR
R
O
R 1' - 0"
4 4"
R24
CN1
4 4"
R03
R01
TL2
7"-9" TYP.
PG5
R14
R02
R12
PW2
17" M
AX.
BA3
R01 R01
R25
TL2 TL2
4 4"
R13 R02
PG5
R02
BA3
2' - 0" 1' - 0"
1' - 6"
36" MIR
R
O
R 10" 34"
2' - 0"
TL2
R24
R20
6' - 8"
PW1 PG5
102.1
BA3
CN1
4 4"
1' - 0"
5' - 0" 5' - 2"
36" MIR
R
O
R 10" 34"
5' - 8" 1' - 0"
6' - 8"
48" M
AX.
R03 R03
R20
R07
TL2 TL3 TL2
R05 R06 CN1
R04 R04
17" M
AX.
4 4"
BA3 BA3 BA3
4 4"
1' - 0"
EQ EQ
36" 10" 34"
6' - 8"
18"
48" M
AX.
R20 R07
PR1
R24
CN1 K02
CN1
BA3 TL2
PG5
36"
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
3/8" = 1'-0"
2017
A3.13
PERMIT SET
CONSTRUCTION
DOCUMENTS
INTERIOR
ELEVATIONSRESTROOM
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
INTERIOR ELEVATIONS- RESTROOM
SCALE:
ENGLARGED RESTROOM MATERIAL PLAN 3/8" = 1'-0"1
SCALE: WOMEN'S RESTROOM WEST 3/8" = 1'-0"
9 SCALE: WOMEN'S RESTROOM NORTH 3/8" = 1'-0"
7 SCALE: WOMEN'S RESTROOM EAST 1 3/8" = 1'-0"
6 SCALE: WOMEN'S RESTROOM SOUTH 3/8" = 1'-0"
8 SCALE:
MEN'S RESTROOM SOUTH 3/8" = 1'-0"4
SCALE:
MEN'S RESTROOM WEST 3/8" = 1'-0"5
SCALE:
MEN'S RESTROOM NORTH 3/8" = 1'-0"2
SCALE:
MEN'S RESTROOM EAST 3/8" = 1'-0"3
KEYNOTES
BA3 BASEBOARD BASE 3, PER MATERIAL SCHEDULE ON SHEET
A7.00
CN1 COUNTER TOP 1, PER MATERIAL SCHEDULE ON SHEET
A7.00
K02 STONE COUNTERTOP WATERFALL OVER EDGE
LV1 LVT 1, PER MATERIAL SCHEDULE ON SHEET A7.00
PG5 PAINT GREEN 5, PER MATERIAL SCHEDULE ON SHEET
A7.00
PR1 STALL PARTITION, PER MATERIAL SCHEDULE ON SHEET
A7.00
PW1 PAINT WHITE 1, PER MATERIAL SCHEDULE ON SHEET A7.00 PW2 PAINT WHITE 2, PER MATERIAL SCHEDULE ON SHEET A7.00 R01 WATER CLOSET, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00, ADA COMPLIANT, SEE 2|ACC.3 "ULTRA LOW
FLUSH" TYPE TOILET: MAX 1.28 GAL/FLUSH, 29" DEEP MAX
R02 FLUSH VALVE 1, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- ADA COMPLIANT
R03 URINAL, PER APPLIANCE / FIXTURE SCHEDULE ON SHEET
A7.00, "ULTRA HIGH EFFICIENCY" TYPE URINAL: MAX. 0.125
GAL/FLUSH
R04 FLUSH VALVE 2, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- ADA COMPLIANT
R05 LAVATORY FAUCET, PER APPLIANCE / FIXTURE SCHEDULE
ON SHEET A7.00- ADA COMPLIANT, SEE 7|ACC.1
R06 SOAP DISPENSER, PER APPLIANCE / FIXTURE SCHEDULE
ON SHEET A7.00- ADA COMPLIANT, SEE 7|ACC.1,
R07 HAND DRYER, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- ADA COMPLIANT, SEE 7,8|ACC.1
R09 DISPENSER 1, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- SEAT-COVER DISPENSER, SANITARY NAPKIN
DISPOSAL, TOILET TISSUE DISPENSER
R10 DISPENSER 2, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- SEAT-COVER DISPENSER, SANITARY NAPKIN
DISPOSAL, TOILET TISSUE DISPENSER, ADA COMPLIANT
R12 DISPENSER 4, PER APPLIANCE / FIXTURE SCHEDULE ON
SHEET A7.00- SEAT-COVER DISPENSER, TOILET TISSUE
DISPENSER
R13 BABY CHANGING STATION 1, PER APPLIANCE / FIXTURE
SCHEDULE ON SHEET A7.00- ADA COMPLIANT
R14 BABY CHANGING STATION 2, PER APPLIANCE / FIXTURE
SCHEDULE ON SHEET A7.00- ADA COMPLIANT
R20 FRAMELESS MIRROR; SIZE AND HEIGHT PER INTERIOR
ELEVATIONS
R24 34" HIGH ADA COMPLIANT COUNTERTOP, MIN 27" KNEE CLR A.F.F.
R25 HANDICAP GRAB BAR, ICC 11B COMPLIANT, SEE 3,5|ACC.2 TL1 TILE 1, PER MATERIAL SCHEDULE ON SHEET A7.00
TL2 TILE 2, PER MATERIAL SCHEDULE ON SHEET A7.00
TL3 TILE 3, PER MATERIAL SCHEDULE ON SHEET A7.00
36 SCALE: WOMEN'S RESTROOM EAST 2 3/8" = 1'-0" 10
REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
TYPE A
-EXISTING STOREFRONT DOOR
TYPE B
-GL/WD SWINING DOOR
-MATCH DIVIDED LIGHT TO
EXISTING EXTERIOR STOREFRONT
DOORS AS BEST AS POSIBLE
-FROSTED GLASS
TYPE D
-SC WD SWINGING DOOR
E
XIS
TIN
G
EXISTING
7' - 0"
3' - 6"
TYPE C
-GL/WD SWINING DOOR
-MATCH DIVIDED LIGHT TO
EXISTING EXTERIOR STOREFRONT
DOORS AS BEST AS POSIBLE
7' - 0"
3' - 0"
10"10"
TYPE E
-SC WD SWINGING DOOR
7' - 0"
3' - 0" 2' - 8"
7' - 0"
TYPE F
-WD DOUBLE
SWINGING DOOR
3' - 4"
7' - 0"
TYPE G
-WD DOUBLE
SWINGING DOOR
5' - 0"
7' - 0"
TYPE H
-EXTERIOR SC WD
SWINGING DOOR
3' - 0"
7' - 0"
1. EXTERIOR DOORS, PROVIDE AND INSTALL WEATHER STRIPPING
2. INTERIOR DOORS, FLUSH, WITHOUT PANELS, TYPICAL U.N.O.
3. PROVIDE PANIC HARDWARE @ SECURITY OPENING.
4. SELF CLOSER, ("S" RATED) SMOKE GASKETED / DRAFT CONTROLS
5. ALL DOORS & MOISTURE PROTECTION SHALL BE INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
6. TOTALS IN THE DOOR SCHEDULE ARE NOT DEFINITE, TO BE CONFIRMED BY CONTRACTOR.
7. SEE SPECIFICATION BOOK FOR DETAILS.
8. ALL INTERIOR DOORS TO BE PAINTED PW2- WHITE PAINT 2
9. INTERIOR SIDE OF EXTERIOR DOORS AND WINDOWS TO BE PAINTED PW2- WHITE PAINT 2
DOOR NOTES
DOOR & WINDOW ABBREVIATIONS
* DENOTES EGRESS
ALUM ALUMINUM
BF BI-FOLDING
CA CASEMENT
CLR CLEAR ANODIZED
GL GLASS
DG DUAL GLAZED
ENT ENTRY
EXT EXTERIOR
FX FIXED
HC HOLLOW CORE
HM HOLLOW METAL
INT INTERIOR
MI MIRRORED
PC POWDER COATED
PF PAINTED FINISH
RG REEDED GLASS
SC SOLID CORE
SF STORE FRONT
SG SINGLE GLAZED
SGD SLIDING GLASS DR.
SH SINGLE HINGE
SL SLIDER
STL STEEL
SWG SWING
TG TEMPERED GLASS
WD WOOD
1. MORTISE ENTRY WITH DEADBOLT.
2. PROVIDE CODE COMPLIANT HARDWARE FOR EXITING.
3. AUTOMATIC CLOSER
4. MAGNETIC HOLD-OPEN.
5. KEYED T-HANDLE
6. CYLINDER PASSAGE
7. REPLACE EXISTING PUSH BAR WITH NEW CROSS BARFALCON 1990 SERIES OR APPROVED EQ.
8. VERIFY HARDWARE REQUIREMENTS W/ SPECIFCATIONS
DOOR HARDWARE
MATERIAL SCHEDULE
NAME DESCRIPTION
GREEN 1
PAINT
GREEN 2
GREEN 3
GREEN 4
GREEN 5
WHITE 1
GREY 1
BENJAMIN MOORE; 464- THORNTON SAGE, EGGSHELL FINISH
BENJAMIN MOORE; 442- JACK AND THE BEANSTALK, ACRYLIC- EGGSHELL FINISH BENJAMIN MOORE; 869- OXFORD WHITE, EGGSHELL FINISH
BENJAMIN MOORE; 1616- STORMY SKY, ACRYLIC- EGGSHELL FINISH BENJAMIN MOORE; 443- DESERT GREEN, ACRYLIC- EGGSHELL FINISH BENJAMIN MOORE; 444- CEDAR GROVE, ACRYLIC- EGGSHELL FINISH BENJAMIN MOORE; 445- GREENWICH VILLAGE, ACRYLIC- EGGSHELL FINISH TILE 1
TILE 2
TILE 3
PORCELANOSA TILE; CONCRETE GREY NATURE- 12"x24" STAGGERED ANN SACKS ARCILLA RECTANGLE TILE; BLANCO IN MATTE- 5"x15.5" VERTICLE STAGGERED W/ 1"x5" BULLNOSE TILE
ANN SACKS ARCILLA RECTANGLE TILE; GRIS IN GLOSS- 3"x12" HERRINGBONE LVT 1 KARNDEAN COMMERCIAL; BLEACHED GREY WALNUT- 36"x6" HERRINGBONE* BASEBOARD 1 6" x 1" MDF SQUARE EDGE BASEBOARD; PAINTED WHITE 2 SHADE 1 MOTORIZED MECHO SHADE, ACOUSTIVEIL 0890 SERIES; PEARL GREY SHADE 2 AUTOMATED MECHO SHADE, ACOUSTIVEIL 0890 SERIES; PEARL GREY WHITE 2 BENJAMIN MOORE; 869- OXFORD WHITE, SATIN FINISH
KEYNOTE
TL1
TL2
TL3
LV1
BA1
SH1
SH2
PG1
PG2
PG3
PG4
PG5
PW1
PW2
PY1
OTHER
CN1 COUNTERTOP 1 CAESARSTONE; EMPIRA WHITE
PR1 STALL PARTITION BOBRICK; EVOLVE MAX CUBICLES- BRUSHED ALUMINUM PR2 URINAL PARTITION BOBRICK; EVOLVE URINAL SCREENS- BRUSHED ALUMINUM LV2 LVT 2 KARNDEAN COMMERCIAL; BLEACHED GREY WALNUT- 36"x6" BOARDER LAYOUT PER PLAN* LV3 LVT 3 KARNDEAN COMMERCIAL; BLEACHED GREY WALNUT- 36"x6" STAGGERED** AP1 ACOUSTIC PANEL 1 ARMSTRONG ACOUSTIBUILT CEILING, MIN. NRC OF 0.08, WHITE; INSTALLED PER MANUFACTURER'S SPECIFICATIONS BA3 BASEBOARD 3
BA2 BASEBOARD 2
SCHLUTER; DILEX-EHK- STAINLESS STEEL
NEW AGE INDUSTRIAL; 5" COVE ALUMINUM BASEBOARD
TR1 TRIM 1 6" x 1" MDF SQUARE EDGE TRIM; PAINTED WHITE 2 CB1 CABINET FACE 1 KARMAN; FORTE, ULTRA MATTE ACRYLIC, METALIC GREY *SEE 7|AD.80 FOR FLOOR ASSEMBLY
**SEE 8|AD.80 FOR FLOOR ASSEMBLY
APPLIANCE / FIXTURE SCHEDULE
NAME DESCRIPTION
WATER CLOSET
FLUSH VALVE 1
URINAL
TOTO; COMMERCIAL FLUSHOMETER ADA, FLOOR MOUNTED TOILET W/ FLUSH VALVE 1 TOTO; ECOPOWER CONCEALED 4"x4" FLUSH VALVE
TOTO; 0.125 GPF HIGH-EFFICIENCY WASHOUT URINAL W/ FLUSH VALVE 2 FLUSH VALVE 2 TOTO; ECOPOWER ULTA HIGH-EFFICIENCY URINAL FLUSH VALVE, CONCEALED 4"x4"
RESTROOM
LAVATORY FAUCET BRADLEY; VERGE FAUCET, ZEN SERIES- BRUSHED STAINLESS SOAP DISPENSER BRADLEY; VERGE DECK-MOUNTED SOAP DISPENSER, ZEN SERIES- BRUSHED STAINLESS HAND DRYER TOTO; CLEAN DRY HIGH SPEED HAND DRYER- STAINLSS STEEL LAVATORY SINK KOHLER; VERTICYL RECTANGLE, UNDER-MOUNT BATHROOM SINK- WHITE
KEYNOTE
R01
R02
R03
R04
R05
R06
R07
R08
MODEL
CT705ULN(G)
TET3LA32#SS
UT445U(V)
TEU3UA11#SS
S53-3700
6-3700
HDR111#SS
K-2882
R09 DISPENSER 1 B-357 BOBRICK; CLASSIC SERIES PARTITION-MOUNTED DISPENSER AND DISPOSAL R10 DISPENSER 2 B-3574 BOBRICK; CLASSIC SERIES RECESSED DISPENSER AND DISPOSAL- ADA COMPLIANT R11 DISPENSER 3 B-34745 BOBRICK; CLASSIC SERIES RECESSED DISPENSER AND DISPOSAL- ADA COMPLIANT R12 DISPENSER 4 B-3474 BOBRICK; CLASSIC SERIES RECESSED DISPENSER AND DISPOSAL R13 BABY CHANGING STATION 962 BRADLEY; BABY CHANGING STATION, RECESS-MOUNTED- STAINLESS STAINLESS R15 HOOK B-635 BOBRICK; KLUTCH MOBILE DEVICE HOLDER & HOOK- STAINLESS STEEL R14 BABY CHANGING STATION 962-11 BRADLEY; BABY CHANGING STATION, SURFACE-MOUNTED- STAINLESS STAINLESS
LIGHTING FIXTURE SCHEDULE
NAME DESCRIPTION
RECESSED 1
RECESSED 2
RECESSED 3
PENDANT 1 LUMENWERX; 2" VOILA PENDANT, 9" HT FIXTURE- 3500K; SEE ELECTRICAL PLANS FOR MORE DETAIL 2" RECESSED CAN LED LIGHT FIXTURE- 3500K; SEE ELECTRICAL PLANS FOR MORE DETAIL 4" RECESSED CAN LED LIGHT FIXTURE- 3500K; SEE ELECTRICAL PLANS FOR MORE DETAIL 6" RECESSED CAN LED LIGHT FIXTURE- 3000K, DIMMABLE; SEE ELECTRICAL PLANS FOR MORE DETAIL PENDANT 2
ABRAMS; AIP8153 30", BRUSHED SOLID BRASS / MATTE ACRYLIC DIFFUSER LENS; SEE ELECTRICAL
PLANS FOR MORE DETAIL
KEYNOTE
L01
L02
L03
L04
L05
IMAGE
L06 LINEAR 1 ALCON; LINEAR RECESSED WALL WASH PERIMETER LED; SEE ELECTRICAL PLANS FOR MORE DETAIL L07 SCONCE 1 ROBERT ABBEY; EMPIRE WALL SCONSE; MODERN BRASS; SEE ELECTRICAL PLANS FOR MORE DETAIL
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
1/4" = 1'-0"
2017
A7.00
PERMIT SET
CONSTRUCTION
DOCUMENTS
SCHEDULES
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
SCHEDULES
DOOR SCHEDULE
Mark
Type
Mark Height Width
DOOR FRAME
Fire Rating
DOOR THRESHOLD
DETAIL
JAMB
DETAIL
HEAD
DETAIL
HARDWARE
MATERIAL FINISH MATERIAL FINISH NOTE NOTE
100.1 A 6' - 2" 3' - 0 1/2" EXISTING PF EXISTING PF - EXISTING EXISTING EXISTING 1, 2, 3, 7 100.2 A 6' - 2" 3' - 0 1/2" EXISTING PF EXISTING PF - EXISTING EXISTING EXISTING 1, 2, 3, 7 100.3 A 6' - 2" 3' - 0 1/2" EXISTING PF EXISTING PF - EXISTING EXISTING EXISTING 1, 2, 3, 7 100.4 E 7' - 0" 2' - 8" SC WD PF WD PF - 4|AD.50 5|AD.50 5|AD.50 5 101.1 B 7' - 0" 3' - 6" GL/WD PF WD PF - 4|AD.50 5|AD.50 5|AD.50 3, 5 FROSTED GLASS 101.2 C 7' - 0" 3' - 0" GL/WD PF WD PF - 1|AD.50 2|AD.50 2|AD.50 1, 3 102.1 D 7' - 0" 3' - 0" SC WD PF WD PF - 4|AD.50 5|AD.50 5|AD.50 5 103.1 D 7' - 0" 3' - 0" SC WD PF WD PF - 4|AD.50 5|AD.50 5|AD.50 5 104.1 D 7' - 0" 3' - 0" SC WD PF WD PF - 4|AD.50 5|AD.50 5|AD.50 5 104.2 G 6' - 8" 6' - 0" SC WD PF WD PF - 4|AD.50 5|AD.50 5|AD.50 6 104.3 G 6' - 8" 6' - 0" SC WD PF WD PF - 4|AD.50 5|AD.50 5|AD.50 6 105.1 E 7' - 0" 6' - 0" SC WD PF WD PF - 4|AD.50 5|AD.50 5|AD.50 5 105.2 H 7' - 0" 3' - 0" SC WD PF WD PF - 1|AD.50 2|AD.50 2|AD.50 5 7' - 0" 7' - 0"
DOOR SCHEDULE ELEVATIONS
DOOR NOTES
FINISH SCHEDULE
Room Name Floor Finish Base Finish
Wall Finish
Ceiling FinishNorth East South West
100 BALLROOM LV1, LVT2 WALL: BA1;
COLUMN: -
WALL: PW1;
COLUMN: PG5
WALL: PW1;
COLUMN: PG5
WALL: PW1;
COLUMN: PG5
WALL: PW1;
COLUMN: PG5
BEAM: PG5;
ALL OTHER: PW1
101 KITCHEN TL1 BA2 PG5 PG5, PW1, TL2 PG5, PW1, TL2 PW1, TL2 DRYWALL: PW1 102 MEN'S RESTROOM TL1 BA3 PG5, TL2 PG5, TL2, TL3 PG5, TL2 PG5, TL2 DRYWALL: PW1 103 WOMEN'S RESTROOM TL1 BA3 PG5, TL2 PG5, TL2 PG5, TL2 PG5, TL2, TL3 DRYWALL: PW1 104 STORAGE 2 /
MULTI-PURPOSE
ROOM
LV3 BA1 PW1 PW1 PW1 PW1 DRYWALL: PW1
105 STORAGE 1 /
MULTI-PURPOSE
ROOM
LV3 BA1 PW1 PW1 PW1 PW1 DRYWALL: PW1
7' - 0"
7' - 0"
7' - 0"
3' - 0" .
37 NOTES:
1. ALL INTERIOR DOORS TO BE PAINTED PW2
2. INTERIOR SIDE OF EXTERIOR DOORS AND WINDOWS TO BE PAINTED PW2
3. EXTERIOR SIDE OF EXTERIOR DOORS AND WINDOWS TO BE PAINTED PY1 2 2
REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
60" MIN.
AS REQUIRED
72" MIN.
AS REQUIRED
72" MIN. SEE NOTE 2
SEE NOTE 1
SEE NOTE 2
60" MIN.
SEE NOTE 2
AS REQUIRED
AS REQUIRED
72" MIN.
72" MIN.
60" MIN.
SEE NOTE 1
60" MIN.
SEE NOTE 2
72" MIN.
AS REQUIRED
S
60" MIN.
EE NOTE 2
SEE NOTE 1
60" MIN.
DOOR WIDTH PLUS 42"
INTERMEDIATE LEVEL PLATFORM
TOP PLATFORM
BOTTOM LEVEL PLATFORM
INTERMEDIATE LEVEL PLATFORM
TOP PLATFORM
24" MIN. EXTERIOR AND 18" MIN.
INTERIOR BEYOND THE STRIKE EDGE OF
A GATE OR DOOR ON THE SIDE TOWARD
WHICH IT SWINGS.
INTERMEDIATE
TURNING
PLATFORM
NOTE 2:
MAXIMUM HORIZONTAL DISTANCE OF
EACH RAMP AND RUN VARY
NOTE 1:
WHEN NO DOOR SWINGS ONTO
LANDING -60" MIN.
WHEN DOOR SWINGS ON TO LANDING -
42" MIN PLUS DOOR WIDTH
C RAMP WITH SWITCHBACK PLATFORM
B RAMP WITH TURNING PLATFORM
A STRAIGHT RAMPS
D RAMPS LANDING AT DOORWAYS
HORIZONTAL PROJECTION OR RUN
RISE
ADJOINING SLOPE SHALL
NOT EXCEED 1:20
X
Y
SLOPE = Y:X
WHERE X IS A
LEVEL PLANE
WALK
STREET
LEVEL LANDING
LEVEL LANDING
SLOPE MAXIMUM RISE MAX. HORIZ. PROJECTION
B
A MEASUREMENT OF CURB RAMP SLOPES
MAXIMUM HORIZONTAL PROJECTIONS
1:12 TO <1:16
1:16 TO <1:20
30 IN.
30 IN.
30 FT.
40 FT.
T
Y
P.
27" M
AX.
ACCESSIBILITY LOGO OCCURS AT EACH.
DISABLED PARKING STALL. SEE PLAN FOR
LOCATIONS AND AT ACCESSIBLE
ENTRANCES STRIPING FOR DISABLED STALL
TO BE BLUE.
WHITE SYMBOL
BLUE
BACKGROUND
3' - 0"
3' - 0"
48" MIN.
60" MIN.
X
44"MIN.
Y
48" MIN.
Y
44"MIN.
Y
54"MIN.
Y
X
48" MIN. 60" MIN.
44"
Y
54" MIN.
60" MIN.
24" MIN.
48" MIN
48" MIN
44" MIN
54" MIN 24" MIN
24" MIN.
EXTERIOR
18" MIN. INTERIOR
44"
Y
60" MIN.
24" MIN.
36" MIN. WHEN Y=60"
42" MIN. WHEN Y=54"
24" MIN.
24" MIN.
EXTERIOR
18" MIN. INTERIOR
3'-0"
FRONT APPROACH HINGE APPROACH LATCH APPROACH
LEVEL MANEUVERING SLIDING/FOLDING DOORS
PULL SIDE PUSH SIDE
SWINGING DOORS
NOTE: Y=48" MIN.
IF DOOR HAS CLOSER
NOTE: Y=48" MIN.
IF DOOR HAS BOTH
CLOSER AND LATCH
NOTE: X=12" IF DOOR
HAS BOTH CLOSER
AND LATCH
NOTE: X=12" IF DOOR
HAS BOTH CLOSER
AND LATCH
NOTE: Y=54" MIN.
IF DOOR HAS
CLOSER
NOTE: Y=48" IF DOOR
HAS BOTH CLOSER
AND LATCH
NOTE: Y=48" IF DOOR
HAS BOTH CLOSER
AND LATCH
15"
MIN. 48" MAX
30"
10"
MAX 30" 34" MAX 46" MAX.
24" MAX.
A HIGH AND LOW LIMITS B OVER OBSTRUCTIONS
48" MAX.
15" MIN.
Y
48" MIN.
X
48" MIN.
48"
30" MIN.
48" MIN.
30" MIN.
X
Z
Z
NOTE: X ≤ 25". Z ≥ X.
WHEN X < 20", THEN Y≤ 48".
WHEN X = 20" - 25", THEN Y≤ 44".
B OVER OBSTRUCTIONS
A HIGH AND LOW LIMITS
OVER
OBSTRUCTIONS
PLAN VIEW
B
HIGH AND LOW
LIMITS
PLAN VIEW
A
10" MIN. BOTTOM RAIL
RUBBER BUMPER ON CHAIR
A SECTION B ELEVATION
6"
5"
1/2"
5/8"
1 1/8"
5/8"
1/2"
1"
5/8"
EQ EQ
1/2" MIN
6"
5"
1/2"
5/8"
2 1/4"
1"
5/8"
EQ EQ
1/2" MIN
6"
5"
1/2"
5/8"
1/4"
5/8"
1/4"
5/8"
1/2"
1"
5/8"
EQ
1/2" MIN
6"
5"
1/2"
5/8"
1/4"
5/8"
1/4"
5/8"
1/2"
1"
5/8"
EQ EQ
1/2" MIN
6"
5"
1/2"
5/8"
1/4"
5/8"
1/4"
5/8"
1/2"
1"
5/8"
EQ EQ
1/2" MIN
6"
5"
1/2"
5/8"
1/4"
5/8"
1/4"
5/8"
1/2"
1"
5/8"
EQ EQ
1/2" MIN
EXIT
ROUTE
(BRAILLE)
DOWN
STAIR
RAMP
NOTE: THE CHARACTERS SHALL BE SANS
SERIF UPPERCASE ACCOMPANIED BY
GRADE 2 BRAILLE, BOTH SIZED PER CBC
1117B.5.5 AND 1117B.5.6
A
B
C F
E
D
EQ
EXIT
(BRAILLE)
EXIT
(BRAILLE)
EXIT
(BRAILLE)
EXIT
(BRAILLE)
EXIT
(BRAILLE)
UP
STAIR
DOWN
RAMP
UP
5' AFF MAX
TYP
4' AFF MIN
TYP
4' AFF MIN
TYP
4' AFF MIN
TYP
4' AFF MIN
TYP
4' AFF MIN
TYP
4' AFF MIN
TYP
5' AFF MAX
TYP
5' AFF MAX
TYP
5' AFF MAX
TYP
5' AFF MAX
TYP
5' AFF MAX
TYP
NOTE: ALL SIGNS TO BE STAINLESS STEEL
PLAQUE W/ BLACK LETTERING, IMAGE & BRAIL
12" MIN.
12"
MIN.
12"
12" MIN. MIN.
NEW ACCESSIBLE EXIT
DOOR SIGN, PER DTL 6
NON-ACCESSIBLE EXIT
DOOR DIRECTIONAL
SIGN, PER DETAIL 6
NON-ACCESS. EXIT
DOOR,
VERIFY SWING
A NON-ACCESSIBLE EXIT - DOUBLE DOOR B NON-ACCESSIBLE EXIT - SINGLE DOOR C ACCESSIBLE EXIT - DOUBLE DOOR D ROOM - SINGLE DOOR ACCESS. EXIT
DOOR,
VERIFY SWING
EXIT SIGN
W/BRAILLE, PER DTL
6 ROOM SIGN W/BRAILLE,
PER DTL 6
63"
M
O
U
N
TIN
G
H
T
R
E
Q'S
S
E
E
D
E
T
AIL 5
F
O
R
65 1/8"
M
O
U
N
TIN
G
H
T
R
E
Q
S'
S
E
E
D
E
T
AIL 5
F
O
R
63"
M
O
U
N
TIN
G
H
T
R
E
Q
S'
S
E
E
D
E
T
AIL 5
F
O
R
65"
M
O
U
N
TIN
G
H
T
R
E
Q
S'
S
E
E
D
E
T
AIL 5
F
O
R
4" MAX.
80" MIN.
GREATER
THAN 27"
27" OR LESS
ANY AMOUNT
27" MAX.
LOBBY
CANE RANGE
B WALKING PERPENDICULAR TO A WALL
A WALKING PARALLEL TO A WALL
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
As indicated
2017
ACC.1
PERMIT SET
CONSTRUCTION
DOCUMENTS
ACCESSIBILITY
DETAILS
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
ACCESSIBILITY DETAILS
SCALE:
ACCESSIBILITY RAMPS 1/4" = 1'-0"1
SCALE:
ACCESSIBILITY RAMP SLOPES 1/4" = 1'-0"2
SCALE:
ACCESSIBLE RAMP HANDRAIL 1/2" = 1'-0"4
SCALE: SYMBOL OF ACCESSIBILITY 1" = 1'-0" 12
SCALE:
DOOR CLEARANCES 1/4" = 1'-0"3
SCALE:
ACC. SIDE REACH EXTENTS 1/4" = 1'-0"8
SCALE:
ACC. FORWARD REACH EXTENTS 1/4" = 1'-0"7
SCALE: DOOR CONSTRUCTION 1/2" = 1'-0" 10
SCALE:
ACC. WINDOW OPERABLE PARTS 12" = 1'-0"9
SCALE:
TACTILE EXIT SIGNS 3" = 1'-0"5
SCALE:
ACCESSIBLE EXIT DOOR SIGNAGE MOUNTING HEIGHT 1/2" = 1'-0"6 SCALE: PROTRUTION CLEARANCES 1/4" = 1'-0" 11
38 REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
48" MIN. CLR.
18" MIN.
17" MIN.
6" MAX.
9" MIN.
8" MIN.
34" MAX.
29" MIN.
27" MIN.
40" MAX.
30" MIN. CLR.
17" MIN.
19" MAX.
BOTTOM OF MIRROR
LEVER TYPE FAUCETS
WHERE SIDE OBSTRUCTION OCCURS
30" X 48" CLEAR FLOOR SPACE MAY
OVERLAP OTHER REQUIRED CLEAR
SPACE.
DRAIN AND HOT WATER PIPING INSULATED
OR CONFIGURED W/NO SHARP OR ABRASIVE
SURFACES, TYP., TO PREVENT CONTACT.
B ELEVATION
A PLAN
IF A MINIMUM 9 INCHES HEIGHT TOE
CLEARANCE IS PROVIDED, A MAXIMUM
OF 8 INCHES OF THE 48 INCHES OF
CLEAR FLOOR SPACE REQUIRED AT THE
FIXTURE MAY EXTEND INTO THE TOE
SPACE.
NOTE:
3/16"
3"
3" RADIUS
1 1/2"
1/4" PL-3 1/4" ø
FINISH WALL
1 1/4"-2" NOMINAL ø
GRAB BAR
1 1/4"-1 1/2" OUTSIDE ø
GRAB BAR
A END RETURN PLAN
B ELEVATION
C NON-CIRCULAR CROSS SECTIONS
2" MAX.
2" MAX.
4" - 4.8" PERIMETER
6" 36" MIN
17"-33" 19"
- 36"
12"
MAX
42" MIN
33"-36"
17"-19"
54" MIN
19" MIN
17"-18"
12" MIN 24"
L
C
1.5" ø GRAB BAR
T.P.
NOTE: DIMENSIONS APPLY TO BOTH WALL
AND FLOOR MOUNTED TOILETS.
A SIDE WALLS B REAR WALLS
0' - 7" - 9"
40" M
AX.
T.O.
GRAB BAR
0' - 1 1/2" MAX.
BLOCKING TO BE PROVIDEED IN WALL
FOR GRAB BAR SUPPORT- TYP.
NOTE: ALL SIGNS TO BE STAINLESS STEEL
PLAQUE W/ BLACK LETTERING, IMAGE & BRAIL
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
As indicated
2017
ACC.2
PERMIT SET
CONSTRUCTION
DOCUMENTS
ACCESSIBILITY
DETAILS
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
ACCESSIBILITY DETAILS
SCALE:
ACC. SINK CLEARANCES 1/2" = 1'-0"2
SCALE:
GRAB BAR DETAIL 6" = 1'-0"4
SCALE:
TOILET MOUNTING DIMENSIONS 1/2" = 1'-0"3
SCALE:
RESTRM. GEOMETRIC SYMBOLS 12" = 1'-0"1
39 REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
A
INTERIOR WOOD STUD
PARTITION WALL
PLAN
5/8" TYPE 'X' GYP.
BD. (2 LAYERS @
2-HOUR WALL)
FINISH PER
INT
ELEVATIONS
NOTES:
1. ALL GYP.BD. TYPE 'X' 5/8" THICK
2. STC ASSUMES GYP. BD. CONTINUES TO STRUCTURE
TOP AND BOTTOM
3. INSULATION TO CONFORM TO ALL UL DESIGN
REQUIREMENTS
HR. RATED
MARK A 2 X A 4 X A 6 X A 8 X
STUD SIZE 2 1/2" 4" 6" 8"
BASIC PART. TH. 3 3/4" 5 1/4" 7 1/4" 9 1/4"
INSUL. THICK 2" 3" 5 1/2" 5 1/2"
0 1
U305
2 U301
BASIC PART. TH. 3 3/4" 5 1/4" 7 1/4" 9 1/4"
STC 46 47 48 49
INSUL. THICK 2" 3" 5 1/2" 5 1/2"
BASIC PART. TH. 5" 6 1/2" 8 1/2" 10 1/2"
STC 49 50 51 52
INSUL. THICK 2" 3" 5 1/2" 5 1/2"
B
INTERIOR ACOUSTICAL
PARTITION
2X STUD 16"
O.C. MAX
GLASS FIBER
INSUL.
MTL. EDGE
BEAD TYP.
FIRE SEALANT @
RATED WALL,
ACCOUST. SEALANT
OTHERWISE
SECTION @ BASE
PLAN SECTION @ BASE
5/8" TYPE 'X' GYP.
BD. (2 LAYERS @ 2
HR WALL)
5/8" TYPE 'X' GYP. BD.
QUIETROCK QR-527 (2
LAYERS @ 2 HR WALL)
2X4 STUD @ 16" O.C.
STAGG., PER STRUCT
R-19 GLASS FIBER
BATT INSUL.
FINISH PER INT
ELEVATIONS
MTL. EDGE
BEAD TYP.
FIRE SEALANT @
RATED WALL,
ACCOUST. SEALANT
OTHERWISE
STC REPORT # TL 10-123
HR. RATED
MARK B 6 X
STUD SIZE 6"
BASIC PART. TH. 6 3/4"
U.L. DESIGN U305
1 STC 57
INSUL. THICK. 6 1/4"
BASIC PART. TH. 8"
U.L. DESIGN WP-360
2 STC 60
INSUL. THICK. 6 1/4"
NOTES:
1. ALL GYP.BD. TYPE 'X' 5/8" THICK
2. STC ASSUMES GYP. BD. CONTINUES TO STRUCTURE
TOP AND BOTTOM
3. INSULATION TO CONFORM TO ALL UL DESIGN
REQUIREMENTS
STC 46 47 48 49
INTERIOR
SINGLE SIDE/ FURRING WALL
STUD SIZE
0 3" 4" 6"
BASIC PART. TH. 3" 4" 6"
MARK F 3 X F 4 X F 6 X
NOTES
1. GYP. BD. TYPE 'X' 5/8" THICK WHEN NEEDED FOR
FIRE RATING .
1/2" GYP. BD.
STC -
INSUL. THICK. -
FINISH PER INT.
ELEVATIONS
2X STUD 16"
O.C. MAX.
GLASS FIBER INSUL.
PLAN SECTION @ BASE
MTL. EDGE
BEAD TYP.
ACCOUST.
SEALANT
-
-
-
-
INTERIOR METAL STUD
STUD SIZE
1 2 1/2" 4" 6" 8"
BASIC PART. TH.
U.L. DESIGN
STC
3 3/4" 5 1/4" 7 1/4" 9 1/4"
MARK M 2 X M 4 X M 6 X M 8 X
NOTES
46 47 48 49
INSUL. THICK. 2" 3" 5 1/2" 5 1/2"
U465 U465 U465 U465
1. ALL GYP. BD. TYPE 'X' 5/8" THICK.
2. STC ASSUMES GYP. BD. CONTINUES TO
STRUCTURE, TOP AND BOTTOM
3. INSULATION TO CONFORM TO UL DESIGN
REQUIREMENTS
5/8" TYPE 'X' GYP.
BD. (2 LAYERS @ 2
HR WALL)
FINISH PER INT.
ELEVATIONS
18 GA. MTL. STUD
16" O.C. MAX.
GLASS FIBER INSUL.
PLAN SECTION @ BASE
MTL. EDGE BEAD
TYP.
FIRE SEALANT @
RATED WALL,
ACCOUST. SEALANT
OTHERWISE
MTL. STUD RUNNER
PARTITION WALL
EXTERIOR STUD WALL
STUD SIZE
0 BASIC PART. TH.
MARK
NOTES
STC
INSUL. THICK.
2X STUD 16" O.C.
MAX.
PLAN SECTION @ BASE
MTL. EDGE BEAD
TYP.
FIRE SEALANT @
RATED WALL,
ACCOUST. SEALANT
OTHERWISE
6"
7 5/8"
Y 6 X
-
5 1/2"
7/8"EXT.
PLASTER
PLYWD. PER,
STRUCTURAL
REFER TO
DETAILS FOR
EXTERIOR
BASE &
WATERPROOFING
7/8" EXT.
PLASTER
PLYWD. PER,
STRUCTURAL
EXTERIOR METAL STUD WALL
WALL
STUD SIZE
1 BASIC PART. TH.
MARK
NOTES
1. ALL GYP. BD. TYPE 'X' 5/8" THICK.
5/8" TYPE 'X' GYP.
BD. (2 LAYERS @ 2
HR WALL)
INSUL. THICK.
FINISH PER INT.
ELEVATIONS
18 GA. MTL. STUD
16" O.C. MAX.
GLASS FIBER INSUL.
PLAN SECTION @ BASE
MTL. EDGE BEAD
TYP.
FIRE SEALANT @
RATED WALL,
ACCOUST. SEALANT
OTHERWISE
MTL. STUD RUNNER
6"
7 5/8"
X 6 X
5 1/2"
FINISH PER
EXT.
ELEVATIONS
1" EXTERIOR
GYP. BD
REFER TO
DETAILS FOR
EXTERIOR
BASE &
WATERPROOFING
2 BASIC PART. TH.
INSUL. THICK.
8 7/8"
5 1/2"
U465
U411
POURED CONCRETE WALL
HR.RATED
WALL SIZE
MARK
PLAN SECTION @ BASE
C 6 X C 8 X
6" 8"
NOTES
1. ALL POURED CONCRETE WALLS MIN. 3HR RATED,
EXCEPT 6" WHICH IS 2 HR RATED.
C T X
10"
C W X
12"
C S X
16"
WALL SIZE
MARK C Y X
20" 24"
C E X C F X
18"
C
FHR. RATED
MHR. RATED
SHAFT WALL
STUD SIZE
1 BASIC PART. TH.
MARK
5/8" TYPE 'X' GYP.
BD. (2 LAYERS @ 2
HR WALL)
STC
INSUL. THICK.
FINISH PER INT.
ELEVATIONS
16 GA. MTL. CH STUD
24" O.C. MAX.
MINERAL FIBER
INSUL.
PLAN SECTION @ BASE
MTL. EDGE
BEAD TYP.
FIRE SEALANT
MTL. STUD RUNNER
2 1/2"
3 1/8"
S2X
-
1"
1" GYP. BD
LINER
PANEL
FIRE SEALANT
U.L. DESIGN U415
SHR. RATED
2 1/2"
ZHR. RATEDYHR. RATED
CMU BLOCK WALL
BLOCK SIZE
2 6"
BASIC PART. TH. 5 5/8"
MARK N 6 2
NOTES
STC -
INSUL. THICK. -
SECTION @ BASE
CMU BLOCK
WALL
PLASTER FACE
WHERE OCCURS,
REFER TO PLANS
8"
7 5/8"
N 8 2
SECTION @ BASE
4"
3 5/8"
N 4 2
-
-
PLANTER WHERE
OCCURS, REFER TO
PLANS
HR.RATED
-
-
N
1. ALL CMU WALLS MIN. 2 HR. RATED.
GROUT FILLED,
SEE STRUCTURE
FOR
REINFORCEMENT
0' - 1" VARIES
ADD 3/4" VENEER
WHERE OCCURS
2 NOTES
STC
INSUL. THICK.
50 1"
U.L. DESIGN U415
1. ALL GYP. BD. TYPE 'X' 5/8" THICK.
2. INSULATION R-13 U.N.O.
BASIC PART. TH. 4 3/4"
2 BASIC PART. TH.
U.L. DESIGN
STC
- 6 1/8" - -
- 50 - -
INSUL. THICK. - 1 1/2" - -
- U412 - -
DOUBLE FRAMED INTERIOR
PARTITION
STUD SIZE
0 1
BASIC PART. TH.
BASIC PART. TH.
U.L. DESIGN
STC
MARK
NOTES
INSUL. THICK.
1. ALL GYP. BD. TYPE 'X' 5/8" THICK.
2. STC ASSUMES GYP. BD. CONTINUES TO
STRUCTURE, TOP AND BOTTOM
3. INSULATION TO CONFORM TO UL DESIGN
REQUIREMENTS
4. MAX. THICKNESS FOR 1HR. WALL IS 9 1/2" W/ 3"
AIRSPACE
STC
INSUL. THICK.
PLAN SECTION @
BASE
5/8" TYPE 'X'
GYP. BD.
FINISH PER INT.
ELEVATIONS
2X STUD 16"
O.C. MAX.
GLASS FIBER INSUL.
MTL. EDGE
BEAD TYP.
FIRE SEALANT @ RATED
WALL, ACCOUST.
SEALANT OTHERWISE
2X6 BRACING
@ 36" O.C.
4"
14 1/4"
D 4 X
57 3"
48 U305
DHR. RATED
5" U.O.N.
G
INTERIOR ACOUSTICAL
PARTITION WITH FURRING WALL
PLAN SECTION @ BASE
5/8" TYPE 'X' GYP.
BD. (2 LAYERS @ 2
HR WALL)
5/8" TYPE 'X' GYP. BD.
QUIETROCK QR-527 (2
LAYERS @ 2 HR WALL)
2X4 STUD @ 16" O.C.
STAGG., PER STRUCT
R-19 GLASS FIBER
BATT INSUL.
FINISH PER INT
ELEVATIONS
MTL. EDGE
BEAD TYP.
FIRE SEALANT @
RATED WALL,
ACCOUST. SEALANT
OTHERWISE
STC REPORT # TL 10-123
HR. RATED
MARK G 10 X
STUD SIZE 10"
BASIC PART. TH. 10 1/4"
U.L. DESIGN U305
1 STC 57
INSUL. THICK. 6 1/4"
BASIC PART. TH. 11 1/2"
U.L. DESIGN WP-360
2 STC 60
INSUL. THICK. 6 1/4"
NOTES:
1. ALL GYP.BD. TYPE 'X' 5/8" THICK
2. STC ASSUMES GYP. BD. CONTINUES TO STRUCTURE
TOP AND BOTTOM
3. INSULATION TO CONFORM TO ALL UL DESIGN
REQUIREMENTS
2X4 STUD @ 16" O.C.
EXTERIOR STUD WALL
STUD SIZE
1 BASIC PART. TH.
MARK
NOTES
1. ALL GYP. BD. TYPE 'X' 5/8" THICK.
2. 2 HR. CONSTRUCTION REQUIRED FOR TYPE III
BUILDINGS.
5/8" TYPE 'X' GYP.
BD. (2 LAYERS @ 2
HR WALL)
STC
INSUL. THICK.
FINISH PER
INT.
ELEVATIONS 2X STUD 16" O.C.
MAX.
GLASS FIBER INSUL.
PLAN SECTION @ BASE
MTL. EDGE BEAD
TYP.
FIRE SEALANT @
RATED WALL,
ACCOUST. SEALANT
OTHERWISE
6"
7 5/8"
X 6 X
50 5 1/2"
8"
9 5/8"
X 8 X
50 5 1/2"
7/8"EXT.
PLASTER
PLYWD. PER,
STRUCTURAL
REFER TO
DETAILS FOR
EXTERIOR
BASE &
WATERPROOFING
2 BASIC PART. TH.
STC
INSUL. THICK.
8 7/8"
50 5 1/2"
10 7/8"
50 5 1/2"
U305
U301 HR. RATED
X
10"
11 5/8"
50 5 1/2"
11 7/8"
50 5 1/2"
X 10 X
LINEAR LIGHT PER SCHEDULE
4x6 WD PAINTED PW1
1x3 WD PAINTED PW1
1x1 WD PAINTED PW1
EXISTING BEAM / TRUSS
EXISTING CEILING JOISTS
CL
OF BAYSEE RCP
ACOUSTIC PANEL 1 PER SCHEDULE
NOTE:
1. ARCHITECTURAL ELEMENTS TO BE ATTACHED TO EXISTING CEILING JOISTS. BLOCKING TO BE ADDED BETWEEEN JOIST WHERE NECESSARY.
2. 4x WD TO BE ATTACHED TO CEILING W/ MIN. 6" SCREW, RECESSED @ 24" O.C. MIN.- HOLE TO BE FILLED. SMALLER TRIM PEICES CAN BE TOE NAILED TO MAIN FRAME PIECE. OR APPROVED ALTERNATE METHOD BY
CONTRACTOR.
LINEAR SLOT DIFFUSER PER RCP
4x6 WD PAINTED PW1
1x3 WD PAINTED PW1
1x1 WD PAINTED PW1
EXISTING
MASONRY EXT.
WALL
EXISTING CEILING JOISTS
CL
OF WINDOWSEE RCP
ACOUSTIC PANEL 1 PER SCHEDULE
CL
OF COLUMNSEE RCP
LINEAR SLOT DIFFUSER PER RCP
4x4 WD PAINTED PW1
1x3 WD PAINTED PW1
1x1 WD PAINTED PW1
ACOUSTIC PANEL 1 PER SCHEDULE
NOTE:
1. ARCHITECTURAL ELEMENTS TO BE ATTACHED TO EXISTING CEILING JOISTS. BLOCKING TO BE ADDED BETWEEEN JOIST WHERE NECESSARY.
2. 4x WD TO BE ATTACHED TO CEILING W/ MIN. 6" SCREW, RECESSED @ 24" O.C. MIN.- HOLE TO BE FILLED. SMALLER TRIM PEICES CAN BE TOE NAILED TO MAIN FRAME PIECE. OR APPROVED ALTERNATE METHOD BY
CONTRACTOR.
PLAN
EXISTING MASONRY WALL
2X STUD FURRING @16"
O.C. SIZE PER PLAN
ALL EXISTING AND NEW
BOXES, SWITCHES,
OUTLETS, CONDUIT ETC.
TO BE BURRIED IN
FURRING WALL
1/2" GYP BOARD
NOTE: TO BE USED IN FURRING LOCATIONS @
BALLROOM & MULTI-PURPOSE ROOM
EXISTING PLASTER /
DRYWALL
PLAN
EXISTING MASONRY WALL
2X STUD FURRING @16"
O.C. SIZE PER PLAN
VERT. & LATERAL
PLUMBING RUNS, STRAP
TO FRAMING PER 2010 CPC.
5/8" TYPE "X" GYP BOARDTYPICAL @ KITCHEN;
1/2" GYP BOARD- TYPICAL
@ RESTROOMS
NOTE: TO BE USED IN FURRING LOCATIONS @
KITCHEN & RESTROOMS
EXISTING PLASTER /
DRYWALL
EXISTING BEAM / TRUSS
EXISTING
CEILING JOISTS
EXISTING BEAM / TRUSS
EXISTING WALL
OUTLINE OF EXISTING COLUMN
OUTLINE OF FURRING WALL @ COLUMN
EXISTING COLUMN DETAIL TO REMAINFURRING WALL TO COVER 1 OF 3
ORNIMENTAL PIECES
NOTE: FURRED WALL @ COLUMN, EXISTING BEAM AND EXISTING
ORNAMENTAL PIECE TO BE PAINTED PG5 PER FINISH SCHEDULE
CL
OF PROJECTOR
LOCATIONSEE A/V PLANS
NOTE:
1. DETAIL HAS BEEN REVIEWED BY PROJECT STRUCTURAL ENGINEER.
2. DESIGN BASED ON 70 LBS. MAX. PROJECTOR, HANGER & ALL OTHER PARTS WIGHT. IF EQUIPMENT
CHANGES IN FEILD, CONTRACTOR TO PROVIDE REVISED ACCUMULATIVE WEIGHT TO BE SUPPORTED FOR STRUCTRAL ENGINEER TO REVIEW.
6x WD BEAM BETWEEN
BLOCKING W/ A35 BOTH
SIDES EA. END- BOTTOM &
SIDES OF BEAM TO ALIGN
W/ 4x6 WOOD TRIM PIECE;
PAINTED PW1
TRIM PER 6|AD.10
EXISTING CEILING JOISTS
(3x6 MIN. @ 24" O.C. V.I.F.)
ACOUSTIC PANEL 1 PER
SCHEDULE
4x BLOCKING BETWEEN
(E) C.J. W/ U HANGER
PROJECTOR HANGER
PLATE PER A/V DRAWINGS
PROJECTOR & HANGER
PER A/V DRAWINGS
SECTION
PLAN
NOTE:
1. DETAIL HAS BEEN REVIEWED BY
PROJECT STRUCTURAL ENGINEER.
EXISTING CEILING JOISTS
(3x6 MIN. @ 24" O.C. V.I.F.)
4x8 BLOCKING BETWEEN
(E) C.J. W/ U HANGER
PLAN
4x8 BLOCKING BETWEEN
(E) C.J. W/ U HANGER
EXISTING CEILING JOIST TO
BE CUT & BLOCKED OUT
FOR LADDER OPENING
SUPER SIMPLEX
DISAPPEARING STAIRWAY BY
PRECISION LADDER - INSTALL
PER MANUFACTURER'S
SPECIFICATIONS
4x8 BLOCKING W/ U HANGER
(N) 4x8 #1 W/ U HANGER @ EA.
END TO (E) LEDGER (V.I.F.)
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
As indicated
2017
AD.10
PERMIT SET
CONSTRUCTION
DOCUMENTS
ARCHITECTURAL
DETAILS- WALLS &
CEILING
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
ARCHITECTURAL DETAILS- WALLS &
CEILING
SCALE: WALL TYPES 1" = 1'-0"
1 SCALE:
BALLROOM CEILING CROSS SECTION 1" = 1'-0"2
SCALE:
BALLROOM CEILING SECTION 1" = 1'-0"6
SCALE:
FURRING WALL @ BALLROOM 3" = 1'-0"3
40 SCALE:
PLUMBING WALL 3" = 1'-0"4
SCALE:
BALLROOM COLUMN DETAIL 1" = 1'-0"5
SCALE:
PROJECTOR CEILING SUPPORT 1" = 1'-0"8
SCALE:
ATTIC ACCESS 3/4" = 1'-0"7
1 REVISIONS
No. DESCRIPTION DATE
1 BID SET 12/14/23
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
1/2"
MAX.
2 1/2"
MIN.
1/2"
MAX.
1/2"
MAX. 10"
SLOPE 1%
SLOPE 1%
SLOPE 1%
PLYWD. DECK
FLOORING AS SCHEDULED
2X BLOCKING
PLYWD. PER STRUCT.
1 2
1 2
1 2
ELASTOMERIC DECK COATING
ALUM. THRESHOLD SET IN
MASTIC
AUTO. DOOR BOTTOM
FLOORING AS SCHEDULED
ALUM. THRESHOLD SET IN
MASTIC
AUTO. DOOR BOTTOM
FLOORING AS SCHEDULED
ALUM. THRESHOLD SET IN
MASTIC
AUTO. DOOR BOTTOM
FLUID APPLIED WATERPROOFING
ADJUSTABLE NUT HOLDER
ADJUSTABLE NUT HOLDER
WATERPROOF MEMBRANE
COMPRESSABLE JOINT FILLER
A
B
C
INT. EXT.
DOOR FRAME
INSTALATION PER MFR.
EXISTING WALL
FIRE CAULK
GALV. METAL WEEP
SCREED W/ HOLES
DOOR PER SCHEDULE
3/4" 2"
FIRE CAULK
MIN. 26 GA. G.S.M.
DOOR
THRESHOLD
FLASHING
DOOR ROUGH OPENING
6" 4"
2"
4"
1/2"
DOOR FRAME
APPLIED DOOR STOP
STOP FRAME AND
CASING 1/16" ABV. FIN
FLR. AND CAULK GAP
FACE OF WALL
BEYOND
REDUCER STRIP AS
REQ'D. ALIGN W/
FACE OF DOOR STOP
FINISHED FLOORING
AS SCHEDULED
UNDERCUT DOOR 3/8"
HOLLOW CORE DOOR
APPLIED 3/4" x 2
1/2" D.F.
CASING
DOOR
FRAME:
DOUGLAS FIR
3/4"X 4 3/4"
1 1/2" X 1/2"
APPLIED DOOR
STOP (DOUGLAS
FIR)
SHIM AS REQ'D
CAULK
HEADER
GYP. BD.
PER
WALL TYPE
CAULK
HOLLOW
CORE
DOOR
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
As indicated
2017
AD.50
PERMIT SET
CONSTRUCTION
DOCUMENTS
ARCHITECTURAL
DETAILS- DOORS
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
ARCHITECTURAL DETAILS- DOORS
SCALE:
EXT. DR THRESHOLDS 3" = 1'-0"1
SCALE:
EXTERIOR DOOR HEAD/JAMB 6" = 1'-0"2
SCALE:
EXT. DR THRESHOLD FLASHING N.T.S.3
SCALE:
6" = 1'-0"
INT. WD DOOR THRESHOLD 4
SCALE:
6" = 1'-0"
INT. WD DOOR HEAD/JAMB 5
41 REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
REBAR PER STANDARD DETAILS
SHEAR KEY
CONC. TREAD LT.
BROOM FIN.
11" MIN. 3"
P
E
R
PLA
N
7" M
AX.
1" MAX.
AD.70
3 NOTE: STAIR TREAD HEIGHTS
MUST BE UNIFORM
FLOOR LANDING
EXTRUDED NON-SLIP NOSING IN
CONTRASTING COLOR (BLACK) TO
BE APPROVED BY ARCHITECT.
MANUFACTURED BY AMERICAN
SAFETY TREAD CO. TYPE 2103
SHEAR KEY
REBAR PER STRUCT. DWG.
CONC. TREAD
LT. BROOM FIN.
P
E
R
PLA
N
7" M
AX.
PER PLAN
11" MIN. 3"
1" MAX.
NOTE: STAIR TREAD HEIGHTS
MUST BE UNIFORM
EXTRUDED NON-SLIP NOSING IN
CONTRASTING (BLACK) COLOR TO BE
APPROVED BY ARCHITECT.
MANUFACTURED BY AMERICAN SAFETY
TREAD CO. TYPE 2103
FOR REBAR LOCATIONS REFER TO
STRUCTURAL DRAWINGS
*NOTE: TREAD STRIPING TO BE
LOCATED ON ALL EXTERIOR STAIRS
AND ON THE UPPER APPROACH AND
LOWER TREAD FOR ALL INTERIOR
STAIRS. STRIPE TO BE 2" xTREAD
WIDTH AND PLACED 1" FROM THE
NOSE.
1"x2" TUBE STEEL HANDRAIL,
POWDER COATED BLACK FINISH, TYP.
24" V.I.F. W/ STAIR DEPTH
X + 12"
34" - 38"
NOTE: HANDRAIL ATTACHMENTS
AND CALCULATIONS UNDER
SEPARATE SUBMITTAL BY
FABRICATOR
12" V.I.F.
X 1' - 0"
1"
1"
1"
1"
1" 1/2"
12" V.I.F.
X
34"-38" F
R
O
M
T
R
E
A
D
N
O
SIN
G
NOTE: HANDRAIL ATTACHMENTS AND
CALCULATIONS UNDER SEPARATE
SUBMITTAL BY FABRICATOR
1' - 0"
1" 1"
1"
3/4"
1"
1"x2" TUBE STEEL HANDRAIL,
POWDER COATED BLACK FINISH, TYP.
1/2"
1' - 0" MIN.
1"x2" TUBE STEEL HANDRAIL,
POWDER COATED BLACK FINISH, TYP.
34" - 38"
NOTE: HANDRAIL ATTACHMENTS
AND CALCULATIONS UNDER
SEPARATE SUBMITTAL BY
FABRICATOR
1' - 0"
1"x2" TUBE STEEL, POWDER
COATED BLACK FINISH, TYP.
1" 1"
1"
M
AX.
4" 1"
M
AX.
4" 1"
1/2"
1"x2" TUBE STEEL HANDRAIL,
POWDER COATED BLACK FINISH, TYP.
36" - 38"
NOTE: HANDRAIL ATTACHMENTS
AND CALCULATIONS UNDER
SEPARATE SUBMITTAL BY
FABRICATOR
1"x2" TUBE STEEL, POWDER
COATED BLACK FINISH, TYP.
1"
M
AX.
4" 1" 1" 1/2"
MAX. 4'
VERTICAL ELEMENTS TO
EXTRUDE BEYOND THE TOP RAIL
FOR SKATEBOARD DETERRENT
TUBE STEEL, POWDER COATED
BLACK FINISH, TYP.
2"
TYP.
1"
GATE WIDTH PER PLAN
*DESIGN TO BE USED ON ALL SIDES OF
TRASH ENCLOSURE INCLUDING NONOPERABLE PORTIONS.- SUBMITTAL TO
BE PROVIDED FOR ARCHITEC'S
APPROVAL
6' M
AX. H
T. A
B
O
V
E
F.G.
4' - 0" V.I.F.
60.00°
60.00°
CL
CENTER PATTERN ON
PANEL
1 1/2"x1 1/2" TUBE STEEL,
POWDER COATED BLACK
FINISH, TYP.
84" A.F.F.
1"x1" TUBE STEEL,
POWDER COATED
FINISH, TYP.
2"
MAX. 4'
NOTES:
1. SOUNDPROOFING TO BE PROVIDED ON
ALL 4 SIDEDS OF ENCLOSURE INCLUDING
GATES
2. SEPERATE SUBMITTAL BY FABRICATOR
3. GATES TO HAVE LOCKS
ELEVATION
1 1/2"x1 1/2" TUBE STEEL,
POWDER COATED BLACK
FINISH, TYP.
SECTION
84" A.F.F.
A/C UNIT
ACOUSTICAL SOLUTIONS
AUDIOSEAL ABBC-13EXT
EXTERIOR SOUND BLANKET
2" BLACK- ATTACH PER
FABRICATOR
SPECIFICATIONS
METAL BRACKET @ TOP &
BOTTOM FOR ACOUSTIC
BLANKET ATTACHMENT
1 1/2"x1 1/2" TUBE STEEL
FRAME TOP TO CREATE
CAGE. NO SOUNDPROOFING, EQUIPMENT
MUST BE OPEN TO SKYPOWDER COATED BLACK
FINISH- SEE 11|AD.70 OPERABLE TOP PANEL
2 1/4" MAX.
2"
1"
R 1/8"
NOTE: HANDRAIL TO
MEET GRASPABILITY
REQUIREMENTS PER
CBC 11B 505.7.2
TYP. HANDRAIL CROSS-SECTION
SCALE: 12" = 1'-0"
1 1/2"x1 1/2" TUBE STEEL FRAME W/ - 1 1/2"x1 1/2"
TUBE STEEL BARS- POWDER COATED BLACK
FINISH
BUILDING
NOTES:
1. DESIGN TO BE VERIFIED BY FABRICATOR
2. SEPERATE SUBMITTAL BY FABRICATOR
3. TOP PANELS TO HAVE LOCKS
4. WIRE MESH TO BE MINIMUM 89% OPEN
HINGED PANEL
EQ
HINGED PANEL
EQ
HEAVEY DUTY STEEL HINGE- TYP.
MCNICHOLS 2"x2" WIRE MESH , GALVANIZED
STEEL , POWDER COATED BLACK PANEL OR
APPROVED EQ. - WELDED TO STEEL FRAME
TYP.
APPROX. 3'
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
As indicated
2017
AD.70
PERMIT SET
CONSTRUCTION
DOCUMENTS
ARCHITECTURAL
DETAILS- STAIRS &
RAILING
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
ARCHITECTURAL DETAILS- STAIRS &
RAILING
SCALE:
CONCRETE STAIR @ BOTT. LANDING 1 1/2" = 1'-0"1
SCALE:
CONCRETE STAIR @ UPPER LANDING 1 1/2" = 1'-0"2
SCALE:
CONCRETE TREAD & WARNING STRIPE 6" = 1'-0"3
SCALE:
HANDRAIL EXTENSION @ STAIR BASE 1" = 1'-0"4
SCALE:
HANDRAIL EXTENSION @ T.O. STAIR / RAMP 1 1/2" = 1'-0"6
SCALE:
HANDRAIL EXTENSION @ RAMP BASE 1" = 1'-0"5
SCALE:
RAILING 1" = 1'-0"- TYP. 7
SCALE:
TRASH ENCLOSURE GATE DESIGN 1" = 1'-0"8
SCALE:
HVAC ENCLOSURE 1" = 1'-0"9
SCALE: CONCRETE STAIR STANDARD DETAILS N.T.S. 10
42 SCALE: HVAC ENCLOSURE TOP 3/8" = 1'-0" 11
2 REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
CABINET FACE, CB1 PER MATERIAL
SCHEDULE ON A7.00, W/ 18 GA.
STAINLESS STEEL BACKING
STAINLESS STEEL COUNTERTOP
PER KITCHEN SHEETS
STAINLESS STEEL CABINET PER
KITCHEN SHEETS
2'-0"
COUNTERTOP PER MATERIAL
SCHEDULE- SEE SHEET A7.00
FINISHED FLOOR PER SCHEDULE
INSULATED PIPE
17" - 18"
0' - 9" M
NI .
0' - 8" MIN.
2 0' - 5" MAX.
9" MIN
5"
2' - 10" M
AX
TILE PER FINISH SCHDULE W/ THIN SET
EXISTING FLOOR SYSTEM
LVT 1 PER MATERIAL SCHEDULE
1/4" MIN. UNDERLAYMENT GRADE PLY.
ADHESIVE PER CUT SHEET
EXISTING CONCRETE SLAB
1/4" M
AX.
WALL PER TYPE
METAL BRACKET
WOODEN DOWEL ROD
PARTICLE BOARD SHELF
BASE 1 PER FINSH SCHEDULE
FLOORING PER PLANS
WALL TYPE PER PLANS
TILE HEIGHT PER ELEVATIONS
WALL TILE PER SCHEDULE
THIN SET MASTIC
5/8" CEMENT BACKER BOARD
METAL COVE BASE PER
FINISH SHEDULE
FLOOR TILE PER SCHEDULE
WALL TYPE PER PLANS
EXISTING SUB-FLOOR
EXISTING WOOD FLOORING- GRIND
WOOD FOR A LEVEL SUBSERFACE *
EXISTING FLOOR JOISTS
LVT 1 PER MATERIAL SCHEDULE
1/4" MIN. UNDERLAYMENT GRADE PLY.
ADHESIVE PER CUT SHEET
* NOTE: AT THE EXISTING STAGE AND FIREPLACE THERE IS NOT WOOD FLOORING, ONLY SUB-FLOORING PER CITY OF HERMOSA BEACH STAFF. IN THOSE LOCTIONS, PLYWOOD SHALL BE ADDED TO ACCOUNT FOR THE HEIGHT DIFFERENCE IN THE ASSEMBLY- (1) LAYER 3/4" PLY; CONTRACTOR TO VERIFY HEIGHT IN
FEILD TO ENSURE LEVEL ALIGNMENT
EXISTING BALLROOM FLOOR
SYSTEM
LVT PER PLAN - CONTINUOUS OVER
BOTH FLOOR TYPES
1/4" MIN. UNDERLAYMENT GRADE PLY. -
CONTINUOUS OVER BOTH FLOOR TYPES
ADHESIVE PER CUT SHEET
EXISTING CONCRETE SLAB
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
As indicated
2017
AD.80
PERMIT SET
CONSTRUCTION
DOCUMENTS
ARCHITECTURAL
DETAILS- FINISHES
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
ARCHITECTURAL DETAILS- FINISHES
SCALE:
KITCHEN CABINET SECTION 1 1/2" = 1'-0"1
SCALE:
SINK AND COUNTER 1 1/2" = 1'-0"2
SCALE:
FLOORING TRANSITIONS 1 1/2" = 1'-0"3
SCALE:
SHELF AND POLE 3" = 1'-0"6
43 SCALE:
BASE BOARD DETAIL 3" = 1'-0"4
SCALE:
TILE COVE DETAIL 3" = 1'-0"5
SCALE:
LVT FLOORING 3" = 1'-0"7
2 SCALE:
FLOORING @ FRAMING TRANSITIONS 1 1/2" = 1'-0"8
2 REVISIONS
No. DESCRIPTION DATE
2 REBID SET 3/26/24
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
N.T.S.
2017
AD.90
PERMIT SET
CONSTRUCTION
DOCUMENTS
ARCHITECTURAL
DETAILS- SITE
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
ARCHITECTURAL DETAILS- SITE
SCALE:
STANDARD CMU / CHAIN N.T.S.-LINK WALL 1
44 SCALE:
STANDARD CHAIN N.T.S.-LINK GATE 2
REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
PROJECT
#:
SHEET #:
SHEET
NAME:
SHEET
ISSUE
DATE:
PROJECT
PHASE:
DRAWING
SET:
SCALE:
PROJECT ADDRESS
CITY OF HERMOSA BEACH
DATE
PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:
CIP 689 - CLARK BUILDING RENOVATIONS
SHT. OF 101
FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE
No. QY-8336 , ELEV. 54.46 FT.
BENCH MARK:
DATE
PLANS PREPARED BY:
ARCHITECT NAME, RCE LICENSE No.
STAT E OF CA L I FORN I A
L ICENSED ARCHITECT
NO. C 9412
REN. 5/31/25
STEPHEN M.
ALBERT
SHEET SIZE: 30" X 42" ARCH E1
DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/25
SHEET INFORMATION
2017
GRN.1
PERMIT SET
CONSTRUCTION
DOCUMENTS GREEN BUILDING
REQUIREMENTS
11/14/2023
861 VALLEY DR.
HERMOSA BEACH, CA 90254
GREEN BUILDING REQUIREMENTS 45
REVISIONS
No. DESCRIPTION DATE
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS
04/22/2024 24-001
GENERAL LEGEND:
K.E.C. - KITCHEN EQUIPMENT CONTRACTOR
G.C. - GENERAL CONTRACTOR
E.C. - ELECTRICAL CONTRACTOR
P.C. - PLUMBING CONTRACTOR
M.C. - MECHANICAL CONTRACTOR
N.I.K.E.C. - NOT IN KITCHEN EQUIP. CONTRACT
GENERAL NOTES AND CONDITIONS:
1. THE LGM DESIGN GROUP INC., DOES NOT
REPRESENT ITSELF AS ARCHITECTS, CONTRACTORS
OR ENGINEERS. THESE DRAWINGS ARE PROVIDED
FOR INFORMATION ONLY TO THE ARCHITECT,
CONTRACTOR AND/OR SUBCONTRACTORS TO SHOW
THE GENERAL PLACEMENT OF EQUIPMENT,
FIXTURES, FURNISHINGS AND/OR MATERIALS AND
WERE MADE FROM AVAILABLE INFORMATION AT
THE TIME THEY WERE COMPLETED.
2. ALL ELECTRICAL, PLUMBING, VENTILATION AND
REFRIGERATION SERVICE ROUGH-IN WORK AND
FINAL CONNECTIONS TO ALL KITCHEN EQUIPMENT
AND FIXTURES MUST BE PROVIDED BY EACH
TRADES SUBCONTRACTOR.
3. WORK BY ANY TRADE INDICATED ON THESE
PLANS DOES NOT NECESSARILY REFLECT
CODES, ORDINANCES AND REGULATIONS AND
THEREFORE DOES NOT RELIEVE THEM OF THEIR
RESPONSIBILITY TO ASSURE SUCH.
4. ALL DIMENSIONS AND CONDITIONS MUST BE
FIELD VERIFIED AT THE JOB SITE, DETAILS SHOWN
ARE TYPICAL.
5. ALL DIMENSIONS WHEN SUCH IN PLAN ARE TO
FACE OF FINISHED SURFACES UNLESS OTHERWISE
NOTED. INSTALLER MUST VERIFY ALL FIELD
DIMENSIONS AND RELAY ANY DISCREPANCIES AND
PROBLEMS TO THE DESIGNER AND PROJECT
MANAGER FOR RESOLUTION IN A TIMELY MANNER.
6. CONTRACTORS, SUBCONTRACTORS, SHEET
METAL FABRICATORS AND TRADES SHALL PROVIDE
AND SUBMIT THEIR OWN NECESSARY ROUGH-IN
PLANS, ELEVATIONS, AND DRAWINGS.
7. GENERAL CONTRACTOR SHALL PROVIDE ALL
CEILING, WALL AND FLOOR PENETRATIONS AND
ALL SLEEVES FOR PLUMBING, ELECTRICAL,
REFRIGERATION AND CO2 LINES AND VENTILATION
DUCTS AS REQUIRED. ALL PENETRATIONS AND
REMOTE LOCATION SITES MUST BE VERIFIED AND
APPROVED BY PROJECT ENGINEERS.
8. A FIRE SUPPRESSION SYSTEM CONFORMING TO
ALL LOCAL CODES AND SPECIFICATIONS SHALL BE
FITTED TO ALL REQUIRED EQUIPMENT AND HOODS
AND SHALL BE SPECIFIED AND SHOWN ON A
SEPARATE DRAWING BY KITCHEN EQUIPMENT
CONTRACTOR.
9. PLUMBING CONTRACTOR SHALL PROVIDE AND
LOCATE CORRECTLY, FLOOR SINKS, DRAINS AS
REQUIRED AND COORDINATE THE INSTALLATION OF
THESE TO COMPLY WITH THE REQUIREMENTS AS
SPECIFIED BY THE KITCHEN EQUIPMENT
CONTRACTOR.
10. ANY ERRORS, OMISSIONS OR CONFLICT
FOUND IN THE VARIOUS PARTS OF THE
SCHEMATIC DOCUMENTS SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT AND/OR
PROJECT MANAGER BEFORE PROCEEDING WITH
THE WORK.
11. KITCHEN EQUIPMENT CONTRACTOR WARRANTS
ALL STANDARDS, FABRICATIONS AND DESIGNS
MEET REGULATIONS. ANY OR EXCEED LOCAL
ENVIRONMENTAL HEALTH, FIRE AND SAFETY
CODES AND ISSUE, DESIGN OR STANDARD OF
MANUFACTURER FOUND TO NOT MEET THESE
CODES AND REGULATIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT AND/OR
PROJECT MANAGER BEFORE PROCEEDING WITH
THE WORK.
NOTE:
IT IS THE RESPONSIBILITY OF THE K.E.C. TO VERIFY,
COORDINATE AND CORRECT ANY EQUIPMENT ROUGHINS IN THIS DRAWING SET AND TO RESPOND TO
CHANGES DUE TO SUBSTITUTIONS, FIELD CONDITIONS
AND MOUNTING HEIGHT REQUIREMENTS.
BY EMPLOYING THE USE OF THIS SET, THE K.E.C. TAKES
OWNERSHIP OF THIS INFORMATION CONTAINED, AND
WILL PERFORM DUE DILIGENCE TO ENSURE THE
PROPER LOCATION AND VALUES OF ALL ROUGH-INS
PERTAINING TO THE FOODSERVICE EQUIPMENT ON
THIS PROJECT.
18x48
4-TIER
FREEZER REFRIG.
WAREWASH
DRY STORAGE
MOP
SINK
H/S
COOKING
MICRO
AIR
CURTAIN
308
309 307
312
303 302
301
206
202
207 208 210 207
216
204
205
18x48
4-TIER
18x48
4-TIER
101 101 101
209 203 K-601 12211 212
213
214
PREP
206
209
216
216
310
3 K-601
4 311
311
313
201
215
306
305
304
206
PROJECT MANAGER:PROJECT ARCHITECT:INTERIOR DESIGNER:APPROVED:CHECKED:DATE: DRAWN:
KEY PERSONS AND APPROVALS
PROJECT:
CUSTOMER:
NOTICES:THE DATA IN THIS DOCUMENT INCORPORATE PROPRIETARY RIGHTS OF LGM DESIGN GROUP INC. 1533 N DALE MABRY HWY., LUTZ FLORIDA 33548 ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS, WITHOUT WRITTEN CONSENT OF LGM DESIGN GROUP TYPE OF DRAWING:
SCALE:
DRAWING NO:1533 N. DALE MABRY HWY SUITE 101
LUTZ, FLORIDA 33549
PHONE: (813)948-9100
FAX: (813)948-6010
www.LGMDESIGN.com
DATE ISSUED FOR
987654321
As indicated
K-101
3/31/2024 9:47:32PM
FLOOR PLAN
CITY OF HERMOSA BEACH
CLARK BUILDING RENO
JM
JM 07/05/23
JM
1/2" = 1'-0"
1 LEVEL 1 EQUIPMENT PLAN
Revision
Number Revision Description
Issued
by
Revision
Date
1 Revision 1 Date 1
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS SHT. 46 OF 101
PROJECT MANAGER:
PROJECT ARCHITECT:INTERIOR DESIGNER:APPROVED:CHECKED:DATE: DRAWN:
KEY PERSONS AND APPROVALS
PROJECT:
CUSTOMER:
NOTICES:THE DATA IN THIS DOCUMENT INCORPORATE PROPRIETARY RIGHTS OF LGM DESIGN GROUP INC. 1533 N DALE MABRY HWY., LUTZ FLORIDA 33548 ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS, WITHOUT WRITTEN CONSENT OF LGM DESIGN GROUP TYPE OF DRAWING:
SCALE:
DRAWING NO:1533 N. DALE MABRY HWY SUITE 101
LUTZ, FLORIDA 33549
PHONE: (813)948-9100
FAX: (813)948-6010
www.LGMDESIGN.com
DATE ISSUED FOR
987654321
K-201
3/31/2024 9:47:32PM
EQUIPMENT SCHEDULECITY OF HERMOSA BEACH CLARK BUILDING RENO JM JM 07/05/23
JM
FULL EQUIPMENT SCHEDULE
ITEM NO QTY
BY OWNERBUYOUT (K.E.C.)EXISTINGFABRICATION (F.E.C.)BY G.C.
EQUIPMENT CATEGORY MANUFACTURER MODEL NUMBER VOLTS PHASE KW AMPS
NEMACOLD WATER SIZE (IN)HOT WATER SIZE (IN)DIRECT DRAIN SIZE (IN)INDIRECT DRAIN SIZE (IN) 101 3 X MOBILE SECURITY SHELVING UNIT ULINE H2657
201 1 X MOP SINK CABINET ADVANCE TABCO 9-OPC-84 1/2" 1/2" 2" 202 1 X MOP SINK CHEMICAL DISPENSER BY VENDOR 1/2"
203 1 X HAND SINK ADVANCE TABCO 7-PS-40 1/2" 1/2" 1 1/2" 204 1 X SOAP DISPENSER ADVANCE TABCO 7-PS-12
205 1 X PAPER TOWEL DISPENSER ADVANCE TABCO 7-PS-35
206 3 X TRASH RECEPTACLE RUBBERMAID FG354060GRAY
207 2 X SS WALL-FLASHING CUSTOM FABRICATION CUSTOM
208 1 X 3-COMPARTMENT SINK ADVANCE TABCO 94-23-60-18RL 2" 209 2 X FAUCET, SPLASH MOUNT T & S BRASS B-0231 1/2" 1/2" 210 1 X PRE-RINSE FAUCET W/ ADD ON FAUCET T & S BRASS B-0133-10CRBJST 1/2" 1/2" 211 2 X WALL SHELF ADVANCE TABCO WS-15-36-16
212 2 X WALL SHELF ADVANCE TABCO WS-15-24-16
213 1 X SS WORK COUNTER W/ SINK CUSTOM FABRICATION CUSTOM 1 1/2" 214 2 X WALL SHELF ADVANCE TABCO WS-15-60-16
215 1 X DETERGENT DISPENSER ECOLAB APEX 1/2" 1/2"
216 3 X SS CORNER GUARD CUSTOM FABRICATION CUSTOM
301 1 X AIR CURTAIN, CEILING MOUNTED MARS AIR PH1036 115V 1 9.0 A J-BOX 302 1 X REFRIGERATOR, 2-DOOR REACH-IN TRUE FOOD SERVICE EQUIPMENT, INC. TS-49-HC 115V 1 529 VA 4.6 A 5-15P 303 1 X FREEZER, SINGLE DOOR TRUE FOOD SERVICE EQUIPMENT, INC. T-23F-HC 115V 1 426 VA 3.7 A 5-15P 304 1 X X SS WORK COUNTER W/ MILLWORK DOOR FRONTS CUSTOM SS FABRICATION/ MILLWORK CUSTOM 0 0 VA 0.0 A 305 1 X HAND SINK FAUCET, DECK MOUNTED T&S BRASS B-1110 1/2" 1/2" 306 1 X FAUCET, DECK MOUNTED T&S BRASS B-0226 1/2" 1/2" 307 1 X SS WORK COUNTER W/ MILLWORK DOOR FRONTS CUSTOM SS FABRICATION/ MILLWORK CUSTOM 308 1 X 6-BURNER RANGE W/ OVEN GARLAND S686 208V 1 14976 VA 72.0 A J-BOX 309 1 X EXHAUST HOOD CAPTIVE AIRE (BY MECHANICAL) 3044 120V 1 5.4 A J-BOX 310 1 X EXHAUST HOOD ANSUL CABINET CAPTIVE AIRE (BY MECHANICAL) ANSUL 120V 1 15.0 A J-BOX 311 3 X MILLWORK WALLSHELF MILLWORK FABRICATION CUSTOM
312 1 X X MILLWORK TOP/ SS WORKTABLE MILLWORK/ CUSTOM SS FABRICATION CUSTOM 313 1 X MICROWAVE OVEN PANASONIC NE-1064F 120V 1 0 VA 13.4 A 5-15P R
e
visio
n
N
u
m
b
er R
e
visio
n
D
e
s
criptio
n
Is
s
u
e
d
b
y
R
e
visio
n
D
ate
1 R
e
visio
n 1 D
ate 1
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS SHT. 47 OF 101
48"
90" 90"
48" 48"
30"
30"
30"
48" 48"
TAG LEGEND
ELECTRICAL SYMBOLS/ABBREVIATION
JUNCTION BOX (JB)
DATA CONNECTION
QUAD RECEPTACLE (QR)
DUPLEX RECEPTACLE OUTLET
(DR)
SINGLE RECEPTACLE
OUTLET (SR)
POS RECEPTACLE (DEDICATED)
HEATING ELEMENT
FLORESCENT LIGHT FIXTURE
SWITCH AS NOTED
BREAKER PANELBOARD
LIGHT INDICATION
FLOOR RECEPTACLE
DISCONNECT
NOTES
CORD & PLUG
ELEVATION ABOVE
FINISHED FLOOR
AMPERES
VOLTS
WATTS
ABOVE FINISHED FLOOR
PHASE
BRANCH TO CONNECTION
POINT AND CONNECT
EQUIP.
DOWN FROM ABOVE
EXISTING
FOOD SERVICE
EQUIPMENT CONTRACTOR
DIRECT CONNECTION
KILLOWATTS
HORSE POWER
STUB UP ABOVE
FINISHED FLOOR
EX
FEC
DC
KW
HP
SU
BTC
DFA
AFF
PH
W
V
A
EL
CP
ABBREVIATIONSSYMBOLS
ITEM #
ALL ELECTRICAL OUTLETS SHOWN ON THIS PLAN ARE FOR
FIXTURES SPECIFIED AS FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR. FOR FURTHER BUILDING ELECTRICAL REQUIREMENTS (TELEPHONES, CLOCKS, SIGNS, EXHAUST FAN SWITCHING, ETC.)
SEE OTHER PLANS
ALL DIMENSIONS GIVEN ARE IN FEET AND INCHES AND ARE
FROM CENTERLINES AND/OR FINISHED WALLS. ELEVATIONS GIVEN ARE FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. ALL
ROUGH-INS SHOWN ARE TO BE RUN INISDE WALLS (EXCEPT
STUB-UPS). LOCATION INDICATES POINT OF EXIT FROM WALLS, CEILINGS OR FLOORS. ALL 120 VOLT OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS TO BE RATED AT 20.0 AMPS.
ELECTRICIAN TO CONNECT ALL ELECTRICAL EQUIPMENT AND
FIXTURES AND DO ANY INTERNAL WIRING REQUIRED IN THE
FIXTURES AS REQUIRED BY THE SPECIFICATIONS. ALL ELECTRICAL
OUTLET COVER PLATES ARE TO BE STAINLESS STEEL AND ARE
TO BE FURNISHED BY THE ELECTRICIAN, AS WELL AS THE
RECEPTACLE, UNLESS OTHERWISE SPECIFIED IN THE ITEM
SPECIFICATIONS. KITCHEN EQUIPMENT SUPPLIER TO FURNISH A
GALVANIZED JUNCTION BOX IN THE FIXTURE CUTOUT TO RECEIVE THE RECEPTACLE, UNLESS OTHERWISE NOTED. ALL DISCONNECT
SWITCHES REQUIRED ARE TO BE FURNISHED AND INSTALLED BY
THE ELECTRICIAN AT TIME OF INSTALLATION
ALL WORK TO BE PERFORMED IN FULL ACCORDANCE WITH ALL
APPLICABLE CODES RELATING TO HOOK-UP, INSTALLATION AND
WIRING OF EQUIPMENT. OMISSIONS OR ERRORS ON THE
SCHEDULE DO NOT RELIEVE THE ELECTRICIAN FROM COMPLETE
FINAL CONNECTION RESPONSIBILITY.
IF ELECTRICAL OUTLETS AND/OR RECEPTACLES ARE CHANGED
FROM "STUB-UP" TO "WALL-MOUNTED", THE "WALL-MOUNTED"
OUTLETS AND/OR RECEPTACLES ARE TO BE SET AT 12" A.F.F.
1 2
3 4
5 J
P
ELECTRICAL CONDUIT TO BE PROVIDED & INSTALLED
BY ELECTRICAL CONTRACTOR
6 WALK-IN LIGHTING FIXTURES ON DRAWINGS TO BE
FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR,
WIRING AND INSTALLATION BY ELECTRICAL CONTRACTOR
7 ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL
DISCONNECT FOR EQUIPMENT MOUNTED AT 72" A.F.F.
8 ELECTRICAL CONTRACTOR TO INTERLOCK DISHMACHINE W/
EXHAUST SYSTEM FAN
9 ELECTRICAL CONTRACTOR TO PROVIDE A WALL SWITCH FOR
LIGHTS IN HOOD
10 303 SR 302 SR
309 JB
310 JB
313 DR
1'-5" 3'-6" 7'-3"
9" 5'-0"
1'-0"
CO1
301 JB
308 JB
CO1 CO1
3'-1" 2'-0" 1'-6" 3'-3"
7'-9"
1'-0"
2'-0" 3'-6"
CO1 CO1
CO1
CO1
STUB-UP
STUB DN.
STUB DN.
E F
5 4
3'-9"
PROJECT MANAGER:PROJECT ARCHITECT:INTERIOR DESIGNER:APPROVED:CHECKED:DATE: DRAWN:
KEY PERSONS AND APPROVALS
PROJECT:
CUSTOMER:
NOTICES:THE DATA IN THIS DOCUMENT INCORPORATE PROPRIETARY RIGHTS OF LGM DESIGN GROUP INC. 1533 N DALE MABRY HWY., LUTZ FLORIDA 33548 ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS, WITHOUT WRITTEN CONSENT OF LGM DESIGN GROUP TYPE OF DRAWING:
SCALE:
DRAWING NO:1533 N. DALE MABRY HWY SUITE 101
LUTZ, FLORIDA 33549
PHONE: (813)948-9100
FAX: (813)948-6010
www.LGMDESIGN.com
DATE ISSUED FOR
987654321
As indicated
K-301
3/31/2024 9:47:33PM
ELECTRICAL PLANCITY OF HERMOSA BEACH CLARK BUILDING RENO Approver Author 07/05/23
Checker
ELECTRICAL SCHEDULE
ITEM
NO VOLTS
PHASEKW
AMPS
HPCONN TYPECONN PLUG NEMAELECTRICAL A.F.F. (IN)
EQUIPMENT CATEGORY ELECTRICAL REMARKS
301 115V 1 9 A 1 JB J-BOX 86" AIR CURTAIN, CEILING MOUNTED 302 115V 1 529 VA 5 A 1/4 SR 5-15P 90" REFRIGERATOR, 2-DOOR REACH-IN 303 115V 1 426 VA 4 A 1/2 SR 5-15P 90" FREEZER, SINGLE DOOR 308 208V 1 14976 VA 72 A JB J-BOX 24" 6-BURNER RANGE W/ OVEN 309 120V 1 5 A JB J-BOX 96" EXHAUST HOOD
310 120V 1 15 A JB J-BOX 96" EXHAUST HOOD ANSUL CABINET 313 120V 1 0 VA 13 A DR 5-15P 30" MICROWAVE OVEN STUB UP UNDER WORKTABLE 1/2" = 1'-0" 1
LEVEL 1 ELECTRICAL PLAN
R
e
visio
n
N
u
m
b
er R
e
visio
n
D
e
s
criptio
n
Is
s
u
e
d
b
y
R
e
visio
n
D
ate
ELECTRICAL CONVENIENCE OUTLET KEY NOTES
CO1 115 VOLT, 1 PHASE, 15.0 AMP - 48"AFF. FACEPLATE MOUNTED VERTICALLY.
CITY OF HERMOSA BEACH
BUILDING & SAFETY DIVISION
APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman
PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS SHT. 48 OF 101